Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
2013-12-04 Packet - Agenda Item 11a Attachment 4 - Supplemental Responses
MEMORANDUM To: Kim Jordan From: Brian Grattidge Subject: Costco Wholesale Project FEIR Date: November 26, 2013 cc: Attachment(s): This memo provides additional information for the City Council regarding issues raised at the Planning Commission Hearing for the proposed Costco Wholesale Project Final Environmental Impact Report (FEIR) on November 21, 2013. The first section of this memo addresses a letter from William Kopper regarding, dated November 19, 2013, and hand-delivered to the Planning Commission at the hearing. The second section of this memo addresses issues raised during the public comment period. The information in this letter has been provided by members of the City of Ukiah’s environmental consultants, including ESA, W-Trans, ALH Urban & Regional Economics, Remy Moose Manley LLP, and Dudek. Additional technical information was provided by Kier & Wright. KOPPER LETTER Traffic Comment, pages 1 – 3. Failure to provide information re: trip distribution and traffic impacts. The commenter has requested the actual data and computational steps that produced the trip distribution assumptions in Table 3.10-8. The Excel file used to determine these assumptions was previously emailed to Mr. Kopper’s office on November 18th, 2013, but is described here. Census track population densities were obtained for areas within the Market area. The market area was divided into zones. A route of travel was then determined for each zone based on shortest travel time. The population densities for each zone were then added using the census track information and then percent of total population within the market area was calculated. The results of the calculations showed the following: Memorandum Subject: Costco Wholesale Project FEIR 7973 2 November 26, 2013 Ukiah Trip Distribution Population 2009 % 101 North 14558 34% Talmage Road East 2875 7% State Street North 9497 22% Gobbi Street East 2309 5% Babcock Lane North 112 1% Waugh Lane North 305 1% Mill Street East 298 1% Gobbi Street West 3108 7% Mill Street West 3108 7% State Street South 2059 5% Washington Street West 1000 2% 101 South 3375 8% Total 42603 100% Comment, pages 3 – 4. Commenter states EIR fails to disclose required Cal Trans design exceptions and that approval likely to be denied based on analysis by Dan Smith, Traffic Engineer, in letter dated Aug. 14, 2013, that design creates hazards that Cal Trans can’t accept. City of Ukiah and Caltrans District 1 staff met at the Ukiah Civic Center in early October 2013 and have conducted weekly conference calls between the two parties for the past six weeks to refine the design of the Talmage Road interchange. Following is a summary of the City’s proposed design exceptions being discussed with Caltrans which would ultimately need to be accepted by Caltrans in the design. Advisory Design Exception 1: Nonstandard Feature(s): At the eastbound approach to the overcrossing structure, the right through lane drop taper length does not meet the standard. Index 206.3 in the HDM, Sixth Edition Advisory Design Exception 2: Nonstandard Feature(s): Memorandum Subject: Costco Wholesale Project FEIR 7973 3 November 26, 2013 The minimum clearance from the right-of-way line to the catch point of the fill slope for the southbound on- and off-ramps does not meet the 10 foot advisory standard. Index 304.1 (Side Slope Standards) in the HDM, Sixth Edition Advisory Design Exception 3: Nonstandard Feature(s): Class II bicycle lanes are not provided with the project, which is consistent with the City of Ukiah Bicycle and Pedestrian Master Plan (February 1999). Index 403.6 (Turning Traffic) in the HDM, Sixth Edition Mandatory Design Exception 1: Nonstandard Feature(s): There is one location where the existing Talmage Road overpass does not provide standard SSD. SSD was measured in the field and compared with the SSD requirements provided in Highway Design Manual. Index 201.1 in the HDM, Sixth Edition Mandatory Design Exception 2: Nonstandard Feature(s): At the conform with the existing overcrossing structure the proposed eastbound right shoulder width does not meet standard. Index 307.2 in the HDM, Sixth Edition. Mandatory Design Exception 3: Nonstandard Feature(s): The project is proposing to construct a signalized intersection at the southbound on/off- ramp terminal with Talmage Road. The proposed intersection does not meet standard for minimum distance to existing signalized intersection at Talmage Road and Airport Boulevard. Index 504.3(3) in the Highway Design Manual (HDM), Sixth Edition. Caltrans is currently an active participant in the refinement of the interchange design. This involvement is a positive step in the development of a design which Caltrans will accept. Caltrans has not yet provided its final approval, nor has it declared that it will not accept the above discussed exceptions. As noted in the FEIR, Caltrans has indicated in writing that the proposed mitigation (the interchange improvements) should be required as part of the project. Memorandum Subject: Costco Wholesale Project FEIR 7973 4 November 26, 2013 Comment, pages 4 – 5. Commenter states lack of response to Smith’s comment that Table 3.10-10 miscalculates 1037 foot length of queue in SB to WB movement on US-101 off-ramp at Talmage in existing plus Project condition because that movement additive to the queue and that movement ignored in EIR’s calculation. FEIR ignores alleged computational error and, therefore, is non-responsive. Commenter makes the same complaint about 1192 foot queue length in near term plus Project in SB to EB movement where actual length 1525 feet. States FEIR fails to address comment. The DEIR assumed a storage of 600 feet for the southbound to westbound ramp. Analysis of the Existing plus Project scenario indicated that the expected queue would exceed 600 feet and a significant impact was identified. Analysis of the Near Term plus Project scenario also indicated that the expected queue would exceed 600 feet and a significant impact was identified. The mitigation measure to address this impact was the modification of the interchange ramps which are now under design with Caltrans cooperation. Per the EIR’s recommended mitigation monitoring program, a certificate of occupancy would not be granted until the ramp improvements are completed. The DEIR calculated the “theoretical queue” based on the southbound to westbound ramp volume. The southbound to westbound ramp and the southbound to eastbound ramp join at a point approximately 730 feet from the Talmage Road intersection. It is likely that the queue length may extend further than estimated in the DEIR since some of the traffic on the southbound to eastbound ramp would be trapped on the ramp where there is one lane. The Smith letter incorrectly assumes these volumes are completely additive. Theoretically, once traffic destined for the southbound to eastbound loop ramp get past the point 730 feet away from Talmage Road, they would have no queues blocking their path. Assuming that the queue would be additive beyond the 730 foot point, queues were estimated for this extended scenario. Following is summary of the queue estimates: Existing plus Project DEIR original estimate : 1,037 ft. Smith estimate: 1,325 ft. Potential extended queue: 1,125 ft. The “gore point” (the triangular point where the ramp and the freeway lanes split) of the ramp is located 1,225 feet from Talmage Road. Therefore, under the Existing plus Project condition, all queued vehicles would be stored on the ramp. Near Term plus Project Memorandum Subject: Costco Wholesale Project FEIR 7973 5 November 26, 2013 DEIR original estimate : 1,192 ft. Smith estimate: 1, 525 ft. Potential extended queue: 1,325 ft. With the “gore point” of the ramp located 1,225 feet from Talmage Road, under the Near Term plus Project condition, vehicles would queue beyond the storage of the ramp. Beyond the ramp, there is transition area and an 8-10 foot shoulder. There may be occasions when vehicles extend onto the freeway mainline by 1-2 vehicles. Based on these results, there would be no changes to the impacts and recommendations of the traffic section and mitigation monitoring program. The queuing condition is still identified in the EIR as a significant impact. The proposed mitigation, if approved, would still not grant a certificate of occupancy until the interchange modifications are completed, eliminating the queuing impact. Comment, page 6. Citing to CT-16.4(d) in General Plan, comment that City cannot approve project, if traffic mitigations not funded. Must make finding that with adverse traffic impact project must benefit public health, safety and general welfare of community. EIR fails to discuss this inconsistency with General Plan. General plan consistency must be ultimately decided by the City Council (lead agency decision making body). The general plan does not give specific guidance regarding project approvals. Furthermore, Mitigation Measure 3.10.1, as revised in the FEIR, specifies that the proposed project cannot receive a certificate of occupancy until the mitigation measures are completed. Therefore, the project cannot create an unsafe condition as described by the commenter. Hydrology and Water Quality Comments, pages 7 -8. Commenter restates comments made by Mark Grismer, Hydrology professor UCD, that bioswale and detention storage design should consider overtopping or feature failure due to repeated rain events. Commenter restates other criticisms which he says were ignored in the FEIR response to comments. He cites two defects, not responded to in adequate detail: (1) Overtopping due to repeated rain events; All storm water treatment measures shall be designed in accordance with the guidelines set forth in the City of Santa Rosa’s “Storm Water Low Impact Development Technical Design Manual” (consistent with the MS4 standards in effect in Ukiah). The intent of this manual is to comply with the Clean Water Act via Maximum Extent Practicable technology standards. Maximum Extent Practicable refers to technology based standards established by under Clean Water Act U.S.C S1342 (p) (3) (B) (iii), that municipal dischargers of storm water must meet. To achieve Memorandum Subject: Costco Wholesale Project FEIR 7973 6 November 26, 2013 the Maximum Extent Practicable standard, municipalities must employ whatever Bes t Management Practices (BMPs) are technically feasible, are likely to be effective, and are not cost prohibitive. The major emphasis is on technical feasibility. Reducing pollutants to the maximum extent practicable means choosing effective BMPs and rejecting applicable BMPs only where other effective BMPs would not be technically feasible, or the cost would be prohibitive. Pursuant to these requirements, all LID treatment facilities/BMPs are designed to treat a flow less than the absolute maximum storm event, but large enough to include the majority of all significant rain events. First flush events are particularly important to capture and treat, because a high percentage of total annual pollutant loading occurs during the first flush event. As discussed in greater detail in the Draft EIR, new impervious surfaces can cause adverse impacts on water quality. Contaminants that build up on impervious surfaces during the dry season become entrained in stormwater during the first runoff event of the year, thereby polluting downstream waterways. To counter these impacts governing municipalities are required to adhere to regulations defined in MS4 Permits that are issued by the Regional Water Quality Control Board. The current MS4 permit applicable to the project has set forth regulations that require developments to implement Low Impact Development (LID) practices with the goal of maintaining, reproducing or enhancing the existing storm water conditions of the site. This is accomplished by utilizing two methods, 100% volume capture or differential volume capture combined with flow treatment. For both methods a rainfall event called the 85th Percentile Storm is used. This is the rainfall event that has an 85% chance of not being exceeded during any year when considering all the days of the year with more than 0.1 inches of rainfall. This storm is significantly smaller than the 10 year rainfall event (which has 10% chance of being equaled or exceeded in any one year when considering the only the maximum daily rainfall in each year rather than all the rainfall for all the days) that is typically used to design site drainage systems. The rationale for this is based on the fact that larger rainfall events are preceded by smaller events that flush the contaminants from the impervious surfaces and saturate the soil. The rain that falls after the first flush event falls onto a cleaner surface and thus contains much lower contaminant levels. Thus, the “first flush” is filtered by the storm water treatment measure. If it is a bio-filtration system all contaminants are held in the soil. If a mechanical method it is filtered. During higher flows, such as a 100-year storm event, water quality is less of a concern because (1) most contaminants have already been washed away from impervious surfaces during the (typically smaller scale) first flush event, (2) remaining pollutants are subject to considerable dilution due to large stormwater volumes, and (3) Regional Board and permitting requirements focus on smaller scale storm events as noted above. Thus, from a physical/water quality and a regulatory Memorandum Subject: Costco Wholesale Project FEIR 7973 7 November 26, 2013 perspective, higher flows (such as a 100-year event) that would overwhelm LID features are allowed to by-pass directly into the storm system. In the event of back to back storms the first storm is still considered the first flush. The hydrology memo, dated 10/28/2013, shows that without a detention basin the Costco site produces a less than significant impact to the existing site hydraulics. A detention basin would be used to obtain the required storm water treatment measures. Due to the hydraulics of the area it is possible the basin could overtop. If determined during the detailed design a high flow bypass would be incorporated. This would not have a negative impact on the surrounding area. In fact it would actually help since it would increase the overall storage volume of the flood plain. (2) Storm water runoff through onsite containment would cause accumulation of heavy metals and pollutants into soil to health-threatening levels. This is a concern about bio-filtration that was raised early in the development of such features. In 2005 Water Environment Research Foundation (WERF) with Funding from the EPA published a paper entitled “Critical Assessment of Stormwater Treatment and Control Selection Issues”. In this paper two phenomenon that are naturally occurring in bio-filtration systems are discussed: Microbially-mediated transformations and Biological uptake and sequestration. Microbially- mediated transformations include the metabolic activity of bacteria, algae and fungi that promotes degradation of organic pollutants and oxidation or reduction of inorganic pollutants. Biological uptake and sequestration as a pollutant removal mechanism refers to the removal of organic and inorganic constituents from stormwater by plants and microorganisms through nutrient uptake and bioaccumulation. Biological uptake results in the conversion of nutrients in stormwater into living tissue, while bioaccumulation results in the sequestering of pollutants into organisms regardless of what is immediately needed. A properly maintained bio-filtration device will self-cleanse soil of many contaminants, particularly organics. This is why all of the regulatory agencies that are responsible for enforcing the clean water act prefer in most cases bio-filtration for storm water treatment. Heavy metals can be more difficult to remove, but if present would be removed during operation period maintenance procedures as required by the City and under MS4 permit requirements. Additional comment: Points out discrepancy with water level in 10 & 100 year storm events. 10 year event raises level 1.3 ft. 100 year event, no increase. Stage information for the 2 year and 10 year existing free flow conditions of northern culverts listed in Table 4 of the 9/18/2013 S&W memo are in obvious error. These values were improperly transferred from the hydraulic model results to the report. A subsequent revision Memorandum Subject: Costco Wholesale Project FEIR 7973 8 November 26, 2013 dated 10/28/2013 lists the correct information. The spread of this revised data does follow the statement made by Dr. Mark Grismer. The 9/18/2013 memo results for the existing 2yr and 10yr stage elevations for the free flow conditions of the northern culverts were shown in error. The error was not caused by the hydraulic model but occurred when the model results were transferred to the report. Since this report another revision dated 10-28-2013 has been developed in response to comments made by Caltrans. In addition to adding refinements the previously mentioned errors were corrected. All other elevations published in the new report are similar to the elevations published in the 9/18/2013 report. Comment: No response to his complaint that modeling improperly assumes no culvert blockage or submergence. Results shown in the S&W memo do reflect submergence of the culverts. Due to the size of the culverts and the low velocity hydraulic characteristics of the upstream conditions it is highly unlikely clogging will be a concern. It is also important to point out that Caltrans maintains these culverts on a regular basis. Comment regarding high water table. As previously mentioned The City of Ukiah has adopted the City of Santa Rosa’s Storm Water Management Plan. This management plan was developed specifically to comply with the Clean Water Act as it has been delegated to the California State and Local Regional Water Quality Control Boards. As a result the storm water quality controls systems will follow The City of Santa Rosa’s “Storm Water Low Impact Development Technical Design Manual”. This manual requires the design engineer to consider seasonal ground water levels when designing the required storm water treatment features. The Seasonal ground water elevations have been evaluated in the Geotechnical report prepared specifically for this project. Comment regarding proximity of RR River, lower s/w corner of drainage outlet could result in flooding and discharge of heavy metals etc. to river. The major concern here is what happens if the site is exposed to a flood event greater than the 100 year event. Again the performance standard is the Maximum Extent Practicable (MEP). Please refer to the previous discussion regarding the discharge of water quality pollutants during major storm events. With respect to long term performance of LID features, the MS4 permit requires the applicant to develop, in coordination with the City, a maintenance plan for the LID features at the site. Permit Memorandum Subject: Costco Wholesale Project FEIR 7973 9 November 26, 2013 conditions further require the owner implement and provide documentation that maintenance is being completed on schedule so that LID features would remain functional during operations. We would also like to notify Dr. Grismer that he is correct on his assumptions that the Kier and Wright plans do for simplicity represent elevations omitting the hundreds place. This is a fairly normal for representing elevations on engineering plans and does not affect the reasonable analysis of potential impacts and feasible mitigation measures in the EIR. Visual Impacts Comment, 3rd paragraph of page 8. Commenter complains that concerns about Costco design and size degrading General Plan Scenic Corridor were addressed in FEIR by simply referring to similar projects to the north. This comment mischaracterizes the Final Environmental Impact Report (FEIR) response to comment I10-11. As stated in that response, and in Master Response #1, the Draft EIR (DEIR) analysis considers the existing site, the surroundings, the nature of the project-related visual change, the nature of the viewers, and the general plan status of U.S. 101 (a scenic “gateway” to the City of Ukiah). The commenter, however, focuses only on the nature of the site and a subjective understanding of the meaning of “gateway.” The FEIR acknowledges the commenter’s opinion, but reiterates the DEIR’s approach to visual analysis, which reasonably looks at not only the character of the site (a vacant, former agricultural field), but the quality (lacking in notable visual features) and its surroundings (a combination of existing urban development, disturbed vacant land, and infrastructure, as well as the transient nature of the viewers and the duration of their viewing. The commenter states that the project is inconsistent with the “General Plan Scenic Corridor.” The FEIR (and the DEIR) examine the general plan issue in detail (see FEIR page 3-7 for a list of all relevant general plan policies). The General Plan does not state that large commercial development is inconsistent, as implied by the commenter, but instead focuses on implementation of aesthetic goals through landscaping requirements and design issues – primarily the relationship of the parking lot to the main structures. The analysis of City staff, contained in the DEIR and FEIR, is that the project is consistent with the general plan, based on a comparison of the project plans with the landscaping and design standards that implement the General Plan for this area (AIP Ordinance 1098). Ultimately, it is the responsibility of the City Council to determine if the project is, in fact, consistent with the General Plan. If the City Council makes this finding in the affirmative, and approves the project, the Planning Commission will further consider consistency at the zoning and development standard level in acting on the Site Development Permit. Memorandum Subject: Costco Wholesale Project FEIR 7973 10 November 26, 2013 Comment, 4th paragraph of page 8 (continuing to page 9). This comment elaborates on the parking lot and the proposed landscaping. The commenter states that conifers, as used on a nearby development site (Walmart) should be used on the Costco site, and that otherwise, the visual impact of the parking lot would be significant because proposed deciduous trees would provide views of the project site four to six months of the year. The commenter further states that the visual impact should be considered significant and that only the planting of Redwoods or other conifers would provide adequate mitigation. The FEIR response to comment I10-15 explains that the proposed landscaping, and its consistency with City standards for parking lot screening, was considered in the DEIR analysis of visual impacts. As landscaping is part of the proposed project (and is a required part of the proposed project), the DEIR analysis considers the project with proposed landscaping, rather than considering the project without landscaping, and then identifying the landscaping as mitigation (and assessing the feasibility and effectiveness of such mitigation). The DEIR finds that that the proposed project’s landscaping is adequate, and that the use of deciduous trees in the landscaping (the effectiveness and time of leaf drop of which are decidedly undervalued by the commenter) do not constitute a significant visual impact. Indeed, it is equally reasonable to conclude that evergreens, due to their growth patterns and shape, are less effective than the trees identified in the proposed plant palette. In addition, the comment fails to consider the mix of trees, including shrubs and a landscape berm which work in combination with the trees. Finally, the plant palette includes Soquel Redwoods (consistent with the evergreen varieties desired by the commenter). These trees are primarily located on the south and north of the site (which will provide screening to northbound and southbound highway traffic), but not on the eastern side. The Planning Commission has expressed a preference for more redwood trees, and the Commission may require additional redwood trees in the landscaping plan at the Site Development Permit (when the Commission considers site-level consistency with various landscaping and site development standards). Moreover, the commenter’s main argument appears to be that simply being able to see the project is a significant visual impact, a position with which City staff does not agree. CEQA does not support nor require such a low threshold for a determination of significance. The commenter has not, therefore, identified a new and significant impact, but has identified a disagreement as to the most visually appealing species of tree for the project site. The Planning Commission, with input from staff and in consideration of public comment, will ultimately make this determination as to the most effective plant palette to implement the City’s standards for required landscape screening. Memorandum Subject: Costco Wholesale Project FEIR 7973 11 November 26, 2013 Comment, 2nd paragraph, page 9, regarding parking lot lighting. As described in the DEIR and FEIR (see page 3-9), the City has historically used “the creation of a new source of substantial light or glare which would adversely affect daytime or nighttime views in the area” as one of the thresholds for visual impact (consistent with Appendix G of the CEQA Guidelines). As this threshold is qualitative, rather than quantitative, the City has used the performance standards of AIP Ordinance 1098 (Section I.8) as a set of performance standards – which rely on the placement and construction of the lighting. In the FEIR, as acknowledged by the commenter, the City added several quantitative standards to Mitigation Measure 3.1.2 in order to make review of the lighting plans (required by AIP Ordinance 1098 and Mitigation Measure 3.1.2) a more objective and straightforward process, without changing the intent of the City standards with regard to lighting. Comment, 3rd paragraph, page 9. Commenter claims EIR does not have a standard of significance for lighting. The commenter claims that the EIR does not have a standard of significance for lighting. The commenter is incorrect; see above. Also see FEIR page 3-9. The commenter incorrectly assumes that lighting energy consumption has not been considered in the DEIR. All sources of energy consumption, including site lighting, have been considered in the air quality and GHG modeling. Mitigation Measure 3.1.2 will reduce lighting-related energy use, particularly the “curfew” for shutting down un-needed parking lot lighting one hour after the store closes. The commenter suggests that the City adopt the International Dark Sky Society standards as a CEQA threshold of significance. The City assumes that the commenter actually means the International Dark-Sky Association (IDA). This comment has been addressed in the FEIR (see pages 3-9 and 3-55). While the IDA standards, or some of the concepts within them, have been used by other local jurisdictions, that in no way requires the City of Ukiah is not required to adopt them as a standard, in lieu of the its own long-held design-based standards (AIP Ordinance 1098 Section I.8) used by the City. Noise and Air Quality Comment, page 10, 1st paragraph. Noise impact at the Hampton Inn. The thresholds used in the DEIR address the issue that the hotels on Airport Park Boulevard (incorrectly identified by the commenter as Airport Boulevard) are all currently exposed to noise levels in excess of 60 dbA. While the General Plan Noise Element does identify transient lodging as a sensitive receptor, it does not treat them identically to residences, contrary to the comment. The General Plan allows elevated exterior noise levels if the interior noise level is acceptable (45 Memorandum Subject: Costco Wholesale Project FEIR 7973 12 November 26, 2013 dbA, consistent with California building standards). In this sense, the General Plan is acknowledging that hotels are not equivalent to residences, although noise may affect both land uses more so than other land uses. Given the existing noise environment, the short-term nature of hotel patron stays, and the leeway given in the general plan noise policies, the City is justified in finding the potential noise impacts to be less than significant. Comment, page 10, 2nd paragraph, interior noise levels. The modeling used for estimating the external and internal noise levels on Airport Park are both reasonable and conservative. Given variations inherent in noise measurements, modeling of existing and future traffic noise, with and without the “project” traffic, provides a reasonable basis for consideration of potential impacts. Due to the relatively recent construction of the hotels, there is no reason to believe they are substandard with regard to construction and associated noise attenuation. As the impact analysis used is consistent with common practice, the City did not seek special permission to enter the property of landowners not associated with the proposed project. Comment, page 11, 1st paragraph, general plan consistency. Contrary to the comment, the General Plan does provide direction to deny a specific project that may have air quality impacts associated with it. Please see page 3-74 of the FEIR for additional discussion of this issue. Comment page 11, Project Description Not Accurate: Conflicting descriptions of number of parking spaces 643, 608, 592. Both the EIR and the FEIR refer to 608 parking spaces, the number of spaces shown on the site plan, DEIR Figure 2-4. The originally submitted plans for the Costco Wholesale Project included 643 spaces. The number 592 is referred to in the DEIR and FEIR only with regards to the City- required minimum for a building of 148,000 (the size of the building consistently referred to in the project description). The air quality input modeling done for the project used the original number of 643 spaces. This provides a more conservative analysis of potential air quality impacts (in contrast to previous statements from the commenter that the EIR under-reports potential air emissions). The number of spaces was reduced (compared to the original application) primarily in response to the need to provide additional landscaping and pedestrian features. The final number of parking spaces may vary, but cannot be lower than 592 without a variance granted by the Planning Commission. It is not known how the County of Mendocino calculated that there are “57 extra parking spaces.” Current plans indicate that the number of provided spaces will not substantially exceed the minimum requirement. As noted in the Memorandum Subject: Costco Wholesale Project FEIR 7973 13 November 26, 2013 response to that comment in the FEIR, the occupancy and maintenance cost issues raised by the County in their comment did not raise significant environmental issues. Comment, page 11. States that actual rather than default mileage should have been used in air pollution modeling. No response in FEIR. No response to comment I23-17. This comment was responded to in the FEIR, response to Comment I23-4 and -16. The commenter does not make a reasonable case that the average trip (as compared to the maximum trip) is longer than the trip lengths used in the air quality modeling, given the very large percentage of potential customers in or near the City of Ukiah. In addition, the DEIR analysis very conservatively did not account for the large number of existing trips that would be reduced in length (due to Costco customers in Mendocino and Lake County no longer traveling to Santa Rosa and Rohnert Park). Thus there is no substantial evidence that the trip lengths used are unreasonable. The trip lengths used in the analysis are described in responses -14 and -16 and therefore the response to comment -17 refers the reader to that information. To reiterate, the CalEEMod analysis used the longest trip length for each trip type provided in CalEEMod. It was felt that these numbers were consistent with the market area, and would provide a more conservative analysis than either creating a custom value or using the shorter default values in the modeling program. Comment, page 12, 1st paragraph. Comment states FEIR response required to explain why noise modeling data accurate despite failure to comply with TENS Manual. The commenter appears to hold the TeNS Manual as the concrete framework for noise analyses and suggests that impacts that do not follow its guidance are flawed. However, the TeNS Manual was cited in the DEIR as reference to general concepts pertaining to noise, such as general attenuation rates, but was not used as the basis for impact significance. TeNS is not a requirement for adequate analysis under CEQA. As stated in the 1998 TeNS Manual on page N- 1, specifically the underlined text (emphasis included in the TeNS Manual): “The purpose of this Technical Noise Supplement (TeNS) is to provide technical background information on transportation-related noise in general and highway traffic noise in particular. It is designed to elaborate on technical concepts and procedures referred to in the Caltrans Traffic Noise Analysis Protocol (the Protocol). The contents of this Supplement are for informational purposes only and unless specifically referred to as such in the Protocol they are not official policy, standard or regulation. The procedures recommended in TeNS are in conformance with ‘industry standards’. Memorandum Subject: Costco Wholesale Project FEIR 7973 14 November 26, 2013 This document can also be used as a ‘stand alone’ document for training purposes, or as a reference for technical concepts, methodology, and terminology needed to acquire a basic understanding of transportation noise with emphasis on highway traffic noise.” As noted above, the TeNS Manual is “not official policy, standard, or regulation”. Rather than using TeNS as the basis of analysis for the DEIR, underlying algorithms included in the FHWA Traffic Noise Prediction Model were incorporated into the DEIR traffic impact analysis. As discussed in response to Comment I12-2 in the FEIR, modeled traffic noise was used as the basis of analysis, which incorporates assumptions of the traffic study, which did include traffic count data, as well as future traffic projections. The TeNS manual includes recommendations, not requirements, and does not confer credibility nor accuracy to an analysis by default. Construction truck vibration is discussed in response to Comment I30-23. For another comparison, the 2006 FTA Transit Noise and Vibration Impact Assessment (Table 10-1, p. 10-3) can be used, which shows that for rubber-tired vehicles travelling at 30 mph, the unadjusted vibration would be about 70 VdB, which would be less than the 80 VdB annoyance threshold described in the DEIR. Comment, page 12, 2nd paragraph, single event noise. The interior noise level standard of 45 dbA Ldn, per the California Noise Insulation Standards (Title 24, California Code of Regulations), was used to evaluate potential sleep disturbance. Sound Exposure Levels (SEL), which represents acoustical energy during a single noise event compressed into a period of one second, are typically applied to aircraft flyovers or can be incorporated into an analysis to determine Leq or Ldn. The commenter asserts that the night time heavy truck traffic on Airport Boulevard would double, but does not include data to support this conclusion. Additional information and interior noise assessment for the hotels along Airport Boulevard was included in response to Comment I12-2 of the FEIR. Comment, page 12, 3rd paragraph, regarding traffic counts and TeNS methodology. The commenter correct in his statement that the DEIR does reference the Caltrans TeNS Manual, however, he is incorrect in his statement that the DEIR relies upon it. See the response above regarding calibration and TeNS Manual recommendations. Comment, page 13, 2nd paragraph, claims that background noise could have been less than measured, because measurements in hotel parking lot with vehicles moving around. If Memorandum Subject: Costco Wholesale Project FEIR 7973 15 November 26, 2013 background noise is lower, project noise impacts are worse than reported in EIR. Response says lack of observer doesn’t affect results. Commenter considers response inadequate, because an observer could have ruled out false results. Noise monitoring data was used in the DEIR to establish the general ambient noise environment. Also, contrary to the commenter’s assertion, parking lot noise could be part of the ambient environment in the proximity of the hotel. However, as discussed in response to Comment I12-2 in the FEIR, modeled traffic noise was used as the basis of analysis rather than the monitored noise, and incorporates assumptions of the traffic study, which did include traffic count data, as well as future traffic projections. Thus, the project would not have a substantially greater impact than set forth in the DEIR. Comment, page 13, 3rd paragraph, inadequate response to Comment 7 criticizing location of sound measurements. As discussed above, the noise monitoring data gathered and presented in the DEIR shows the ambient noise environment in the proximity to the noise meter, which could include some hotel parking lot noise, as well as the inflow and outflow of vehicles from the Walmart parking lot. However, this monitoring data represents the ambient noise in that area. The Leq, not the L10, was used as the criterion for impact determinations. The commenter does not provide valid conclusions to support an assertion that the data is “fatally flawed”. If the meter were placed further from the hotel, it would provide a representation of the ambient noise environment in that alternative area, and depending on its distance from the hotel, would likely not be representative of the ambient noise environment at the hotel. However, as discussed in response to Comment I12-2 in the FEIR, modeled traffic noise was used as the basis of analysis rather than the monitored noise, and incorporates assumptions of the traffic study, which did include traffic count data, as well as future traffic projections. Thus, the project would not have a substantially greater impact than set forth in the DEIR. Comment, page 14, 2nd paragraph, regarding inadequate FEIR response to comment I-30, criticizing lack information about tonal content of sound. The interior noise assessment for the hotel rooms incorporated an adjustment to account for typical traffic frequencies (i.e., tonal content). Please see the FEIR response to Comment I12-2. Comment, page 14, 3rd paragraph, no response to criticism that interior noise level should have been measured at same time as exterior noise measure to determine if guestrooms on APB would be impacted by heavy trucks at 4 am. See response to the comment on page 12, above, regarding interior noise levels. Memorandum Subject: Costco Wholesale Project FEIR 7973 16 November 26, 2013 Comment, page 13, 4th paragraph, no response to claim that Project will more than double traffic passing motels, resulting in min. 3db(a) increase in sound level. The FEIR response to comment I12-2 was extensive. The increase in 3dbA was absolutely acknowledged in the DEIR analysis. Due to the existing noise level (exceeding 60 dbA) and the way the general plan standards (used as the impact threshold of significance) handles increases in noise where levels already exceed the outdoor standard, the impact analysis used the interior threshold and determined the increase is not a significant increase (using the general plan’s standards regarding noise levels at transient occupancies). Comment page 13, 5th paragraph, regarding noise model calibration and validity of results. As noted above, the TeNS Manual is “not official policy, standard, or regulation”. The commenter correct in his statement that the DEIR does reference the Caltrans TeNS Manual, however, he is incorrect in his statement that the DEIR relies upon it. Rather than using TeNS as the basis of analysis for the DEIR, underlying algorithms included in the FHWA Traffic Noise Prediction Model were incorporated into the DEIR traffic impact analysis. As discussed in response to Comment I12-2 in the FEIR, modeled traffic noise was used as the basis of analysis, which incorporates assumptions of the traffic study, which did include traffic count data, as well as future traffic projections. The TeNS manual includes recommendations, not requirements, and does not confer credibility nor accuracy to an analysis by default. Additionally, the commenter states that the peak hour Leq would not be approximately comparable to the Ldn for the project and cites several corrections that the TeNS recommends. However, the DEIR analysis assumes the project would represent the “typical case” (Caltrans, 1998 p. 52), whereby the peak hour traffic would be about 10% of the ADT, the majority of traffic would occur during the daytime, and that the day and night heavy truck % and traffic speeds would not vary substantially. Under this typical case for normal traffic conditions, the “Ldn is approximately equal to the Leq(h)pk” (Caltrans, 1998 p. 52). No data is available to conclude that the project does not represent a typical case for normal traffic conditions. Comment, page 15, 4th paragraph. No response to comment 15, Ltr I-30 seeking explanation for different sound levels for APB south of Talmage and APB north of Commerce. The commenter suggests that the FEIR is “non-responsive to an expert comment” in regards to why there were differences in modeled traffic noise along Airport Blvd south of Talmage Rd and north of Commerce Dr. However, as noted in response to Comment I12-2, “The difference in roadway volumes and associated noise for Airport Park Blvd south of Talmage and Airport Park Blvd north of Commerce Dr is the result of patrons to the commercial uses (such as Walmart).” Memorandum Subject: Costco Wholesale Project FEIR 7973 17 November 26, 2013 This comment was addressed in the FEIR. The location of the existing Walmart store on this road segment is obviously a major factor regarding existing traffic counts (for both automobiles and heavy trucks), and how traffic volumes at one end of the block may be different from volumes at the other end of the block (as vehicles turn into Walmart, and other stores, and return by the same route rather than continuing to the end of the block). Comment, page 15, 5th paragraph. No reference to General Plan or DEIR to support conclusion that noise impacts on transient uses (motel guests) are not significant. See footnote 3 of Table 3.8-2 of the DEIR (page 3.8-11) regarding the General Plan noise standards for transient lodging noise thresholds. The FEIR addressed this comment in response to Comment I12-2 and referred the reader to the updated traffic modeling conducted for the FEIR, which incorporated revised traffic speeds on several of the roadways and reduced receptor distance from Airport Park Blvd for the hotels. Comment, page 16, 1st paragraph, states DEIR does not show that predicted traffic levels were made at the face of the hotels. The FEIR addressed this comment in response to Comment I12-2 and referred the reader to the updated traffic modeling conducted for the FEIR, which incorporated revised traffic speeds on several of the roadways and reduced receptor distance from Airport Park Blvd for the hotels (to account for noise at the nearest face of the hotel). Comment, page 16, 2nd paragraph, regarding vibration impacts. Construction truck vibration is discussed in response to Comment I30-23. In addition, the 2006 FTA Transit Noise and Vibration Impact Assessment (Table 10-1, p. 10-3) can be used, which shows that for rubber-tired vehicles travelling at 30 mph, the unadjusted vibration would be about 70 VdB, which would be less than the 80 VdB annoyance threshold described in the DEIR. Comment, page 16, 3rd paragraph, says EIR does not comply with Appendix F which requires discussion of energy use by vehicles trips generated by Project. Response refers to section of DEIR discussing electric utility. No response regarding energy consumed by vehicles. Also fails to discuss energy use by lights which exceeds “any standard” by 2-5 times. This comment was addressed in the FEIR in response to comment I33-8. Appendix F of the CEQA Guidelines do not create a mandate beyond the requirement that an EIR consider the potentially significant impacts of a project. The DEIR examines the effects of energy usage in detail (in terms of air quality and GHG emissions) and looks at the conservation measures that are proposed as part of the project, and additional conservation measures incorporated into air Memorandum Subject: Costco Wholesale Project FEIR 7973 18 November 26, 2013 quality mitigation measures. Thus, the intent of Appendix F, and more importantly, the intent of CEQA itself is complied with by the EIR. There is no requirement in CEQA to quantify the gallons of fuel used by potential customers of the proposed project. In addition, the comment regarding outdoor lighting exceeding all lighting standards by 2 to 5 times is unsupported. The project is required to meet or exceed Title 24 standards, including automatic reduction or dimming of outdoor lighting after the store is closed. Comment, page 17, 1st paragraph, requests more thorough examination of energy use. Response says energy use discussed in sections of EIR that discuss air quality impacts and GHG emissions. Appendix F of Guidelines requires separate discussion of energy use. We do not agree with the idea that Appendix F creates an independent and specific requirement to analyze energy usage in a particular format. The DEIR analyzes the effects of energy usage for all phases of the project, identifies potentially significant impacts, and identifies feasible mitigation measures pursuant to CEQA. Comment, page 17, 2nd paragraph, reiterates comments regarding screening and visual impacts from U.S. 101. This comment has been addressed above in this memo. Comment page 17, 3rd paragraph, reiterates comments regarding “over-illumination” and use of IDA lighting standards. This comment has been addressed above in this memo. THE REDUCED PROJECT SIZE (NO GAS STATION) ALTERNATIVE At the public hearing of November 21, 2013, several comments were made regarding the No Gas Station Alternative. This Alternative is identified in the EIR as the Environmentally Superior Alternative, as it would reduce traffic and associated impacts (air quality, GHG, and noise). It also potentially reduced the amount of impervious area (although there is nothing prohibiting the applicant from using this area for additional parking in the absence of a fuel station), and the elimination of a potential source of water quality impacts. However, it must also be noted that this alternative would not avoid any of the significant impacts associated with the proposed project. Information regarding the change in vehicle traffic for the Reduced Project Size (No Gas Station) Alternative is provided below. Memorandum Subject: Costco Wholesale Project FEIR 7973 19 November 26, 2013 Trip Generation The trip generation for a new Costco Wholesale warehouse without a Costco fuel station was estimated. The trip generation evaluation is based on a maximum 148,000 square foot warehouse only. The estimated number of trips related to exclusive gas station trip purposes were determined based on surveys gathered other Costco stores with fueling facilities. This information was provided by Kittleson & Associates. Project trip generation estimates are presented in Table 1. As shown, the project’s total trip generation is projected to be 7,876 new trips per weekday. Of these, 9 are expected during the a.m. peak hour, and 527 are expected during the p.m. peak hour. The p.m. peak hour trip generation represent an approximate 25 percent reduction from the original estimates which included the gas station. TABLE 1 PROJECT TRIP GENERATION SUMMARY Land Use Size Daily A.M. Peak Hour P.M. Peak Hour Rate Trips Rate Trips In Out Rate Trips In Out Costco 12 vfp Gas Station 148 ksf 66.6 9,856 0.89 132 94 38 6.76 1,000 491 509 Additional Gas Positions 8 vfp 168.56 1,348 12.16 97 50 47 13.87 111 55 56 Estimated Gas Trips -3,328 -220 -139 -81 -274 -137 -137 Sub-total 7,876 - 9 5 4 - 837 409 428 Pass-by Trips n/a 37% - - - 37% -310 -151 -159 Total Trips 7,876 - 9 6 3 - 527 258 269 Note: vfp = vehicle fueling positions, ksf = thousand square feet SOURCE: ITE, Trip Generation, 8th Edition, 2008; Kittleson Associates, Costco Trip Generation Database . Impacts without Gas Station The impacts of trip generation changes were assessed on the operating conditions at the Talmage Road interchange. Specifically, the queuing in the southbound off-ramp which was one of the factors in determining the previous significant impacts was re-evaluated. Under Existing plus Project conditions with the Costco and no gas station, the p.m. peak hour queues would extend to approximately 990 to 1,070 feet which would exceed the 600 feet of storage. Therefore, these impacts would still be considered significant and the same mitigation measures would apply. Under Near Term plus Project conditions with the Costco and no gas station, the p.m. peak hour queues would extend to approximately 1,140 to 1,260 feet which Memorandum Subject: Costco Wholesale Project FEIR 7973 20 November 26, 2013 would exceed the 600 feet of storage. Therefore, these impacts would also still be considered significant and the same mitigation measures would apply. Even assuming a reduction of 25% in mobile air emissions, commensurate with the reduction in traffic, this would not avoid the impacts associated with air quality and GHG. SALES ESTIMATES FOR THE PROPOSED PROJECT During the public comment portion of the public hearing, the Commission received comment from Mr. Watt, who identified himself as a friend of the owner of Pear Tree Plaza. Mr. Watt said the store sales projection of $85 million to $120 million referenced in the EIR was low. Mr. Watt indicated the store sales projection should have been based on national average sales performance which he cited at $1,116 per square foot for Costco, in which case the sales estimate would be more like $165 million. Mr. Watt said most EIR’s use the average national sales figure for store performance. Instead, Mr. Watt noted that the EIR used a comparable stores approach. Because he believes the estimated Ukiah Costco store sales are low he thinks the project should be reanalyzed with a higher sales estimate, which would result in great store sales impacts. The matter that Mr. Watt raises is important, as the sales estimate is a key issue in the urban decay analysis. It also affects the fiscal impact analysis (although in a different manner, as higher sales will generally result in higher City tax revenue). As background to Mr. Watt’s comment, Response to Comment I33-20 in the FEIR discussed the appropriateness of using a comparable stores approach to sales estimates when appropriate. In this case, a comparable sales approach was deemed relevant given Ukiah’s character as a less urbanized area with the largest major retail node requiring a significant amount of travel time, which in this case is Santa Rosa. For such stores, national average store sales performance is not deemed the most reliable indicator of sales. The urban decay analysis and FEIR indicate that at initiation of the urban decay analysis, Costco provided a store sales estimate range of $85 to $120 million, inclusive of sales tax. The $85 million estimate was provided for year 1 of store operations and the $120 million estimate was provided for year 5 of operations, comprising stabilization. This recognizes that new stores do not initial achieve their maximum sales potential, instead achieving stabilization over a multi-year period. While the range was cited, the EIR’s urban decay analysis conservatively included only the $120 million figure the analysis. This sales figure was deemed reasonable pursuant to review of stabilized store sales figures at four Costco stores in relatively small markets. These stores included Manteca, Merced, Turlock, and Eureka. Sales data for these stores were provided to the preparers of the EIR on a confidential basis but are disclosed here to best facilitate a response to Mr. Watt’s comment. Memorandum Subject: Costco Wholesale Project FEIR 7973 21 November 26, 2013 Please see the attached letter from ALH Urban & Regional Economics regarding the approach used to identify a reasonable sales figure for the proposed Ukiah Costco Warehouse Project. Attachment: ALH letter dated November 25, 2013 ALH|ECON ALH Urban & Regional Economics PAGE 1 2239 Oregon Street Berkeley, CA 94705 510.704.1599 aherman@alhecon.com November 25, 2013 Charley Stump, Director Planning and Community Development City of Ukiah 300 Seminary Avenue Ukiah, CA 95482 Re: Response to Ukiah Planning Commission Public Hearing Comment Regarding Proposed Costco Store Sales Dear Mr. Stump: On Thursday, November 21, 2013, the City of Ukiah Planning Commission held a Public Hearing on the topic of EIR Certification for a planned Costco warehouse store in Ukiah. During the public comment portion of the public hearing, Mr. Jim Watt spoke about the store’s projected sales figure. Mr. Watt, who identified himself as a friend of the owner of Pear Tree Plaza, said the store sales projection of $85 million to $120 million referenced in the EIR was low. Mr. Watt indicated the store sales projection should have been based on national average sales performance which he cited at $1,116 per square foot for Costco, in which case the sales estimate would be more like $165 million. Mr. Watt said most EIR’s use the average national sales figure for store performance. Instead, Mr. Watt noted that the EIR used a comparable stores approach. Because he believes the estimated Ukiah Costco store sales are low he thinks the project should be reanalyzed with a higher sales estimate, which would result in great store sales impacts. As background to Mr. Watt’s comment, Response to Comment I33-20 in the FEIR discussed the appropriateness of using a comparable stores approach to sales estimates when appropriate. In this case, a comparable sales approach was deemed relevant given Ukiah’s character as a less urbanized area with the largest major retail node requiring a significant amount of travel time, which in this case is Santa Rosa. For such stores, national average store sales performance is not deemed the most reliable indicator of sales. The urban decay analysis and FEIR indicate that at initiation of the urban decay analysis, Costco provided a store sales estimate range of $85 to $120 million, inclusive of sales tax. The $85 million estimate was provided for year 1 of store operations and the $120 million estimate was provided for year 5 of operations, comprising stabilization. This recognizes that new stores do not initial achieve their maximum sales potential, instead achieving stabilization over a multi-year period. While the range was cited, the EIR’s ALH|ECON ALH Urban & Regional Economics PAGE 2 urban decay analysis conservatively included only the $120 million figure the analysis. This sales figure was deemed reasonable pursuant to review of stabilized store sales figures at four Costco stores in relatively small markets. These stores included Manteca, Merced, Turlock, and Eureka. Sales data for these stores were provided to the preparers of the EIR on a confidential basis but will now be disclosed to best facilitate a response to Mr. Watt’s comment. In January 2012, Costco indicated sales at the comparable stores for Fiscal Year 2011 (i.e., September 1, 2010 to August 30, 2011) inclusive of sales tax were $110 million in Manteca, $116 million in Merced, $126 million in Turlock, and $138 million in Eureka. At the time, these stores had been in operation for 5 or more years, with the exception of Manteca, which had been open about 3 years. Based on these figures, and generally comparable demographic characteristics, the EIR concluded that a $120 million sales estimate for the Ukiah Costco in 2011 dollars was reasonable. Demographic data and maps showing the location of the comparable Costco stores in relation to other Costco stores are presented to support the determination that the $120 million sales estimate was reasonable. The cited tables and maps are included in the Appendix to this letter. As Table 1 indicates, the City of Ukiah is a relatively small city, with an estimated 2012 population base of 16,065. Average household incomes in 2010 were approximately $51,000. Employment in the City totaled less than 7,000 in 2012. Employment is presented as a proxy for businesses, since a marked proportion of Costco sales are made to businesses in addition to households. The market area, which includes all of Mendocino County and most of Lake County (approximately 77% of Lake County’s population base) had a 2012 population totaling approximately 140,000, with an estimated employment base of 55,400. Comparison of the City of Ukiah’s demographic characteristics to the cities hosting the four comparable stores with sales ranging from $110 to $138 million indicates that Ukiah’s population base and employment base is uniformly smaller than in all four comparable store cities (see Table 2). The population base in these cities ranges from 27,021 in Eureka to 80,599 in Merced. The population bases range from 10,400 in Eureka to 92,400 in Merced. Moreover, average household incomes in Ukiah are also generally lower than in the comparable store cities, meaning that retail spending potential in Ukiah is likely lower than in these other four cities. Therefore, on a host city basis, the demographic data suggest that an assumption that a store in Ukiah will perform similarly to the stores in these four cities is a reasonable assumption. The preceding conclusion is further reinforced by examining demographic data at more of a market area level, with the market area comprising the area from which the majority of store demand will originate. As a proxy for the market area for the four comparable stores, Table 3 presents demographic data for the counties in which the comparable stores are located. In some cases there is more than one Costco store in the cited counties. In these cases, the demographic data have been generally distributed among the number of stores in the county as a proxy for each store’s market area. Table 3 is accompanied by four maps, each centered on one of the comparable Costco stores. From these maps the following is noted: ALH|ECON ALH Urban & Regional Economics PAGE 3 • The Manteca store, with sales of $110 million, is located in San Joaquin County. There are three other Costco stores in San Joaquin County, located in Lodi, Stockton, and Tracy. There is also another Costco store nearby in Modesto, and Stanislaus County. Thus, the market area for the Manteca store is clearly only a portion of San Joaquin County. • The Merced store, with sales of $116 million, is the only Costco store in Merced County. The next nearest Costco stores include Turlock in Stanislaus County and several stores in Fresno County, i.e., two in Fresno and one in Clovis. Thus, it is likely the market area for this store includes much, if not all of Merced County and possibly a portion of Mariposa County to the east and Madera County to the south. • The Turlock store, with sales of $126 million, is one of two Costco stores in Stanislaus County. This store is flanked by the Modesto store to the north, also in Stanislaus County, and the Merced store in Merced County. Thus, the largest portion of the Turlock store’s market area likely originates from a portion of Stanislaus County. • The Eureka store, with sales of $138 million, is a relatively isolated store, and is the only store in Humboldt County. There are no other Costco stores nearby, with the next nearest stores at least two counties or a state away. Therefore, the market area for this store likely includes all of Humboldt County as well as additional areas beyond the county boundary, including possibly all of Del Norte County to the north. As Table 3 indicates, the generalized market area assumptions further reinforce the reasonableness of assuming sales at the Ukiah store comparable to the sales at Manteca, Merced, Turlock, and Eureka. For all four of these stores, the generally relevant market area demographic characteristics range from a population and employment bases of at least 135,209 and 53,900, respectively, in Eureka, to a population base of approximately 262,000 and employment bases of around 90,000 – 100,000 in both Merced and Turlock. These figures indicate that the size of the demand base for these stores is almost uniformly greater than the demand base for the Ukiah store, estimated at a population base of 140,000 and employment base of 55,400 in 2012. The store with market area demographic characteristics most comparable to Ukiah is the Eureka store, but as noted above, the market area for this store likely extends far beyond Humboldt County’s borders, since the Eureka store comprises the closest Costco store for all of Del Norte County as well as portions of Trinity and Siskiyou counties. The preceding information provides support for concluding that the Costco stores in Manteca, Merced, Turlock, and Eureka are comparable stores for the basis of estimating sales for the planned Ukiah Costco store. Examination of the locations of these stores and their respective area demographic characteristics and provide a basis for concluding the reasonableness of the $120 million store sales estimate for the Ukiah Costco store. ALH|ECON ALH Urban & Regional Economics PAGE 4 ALH Economics appreciated the opportunity to provide this information in response to Mr. Watt’s comment at the Planning Commission Public Hearing on the Costco EIR. Please note the referenced tables and maps are included in the Appendix to this letter. Sincerely, ALH Urban & Regional Economics Amy L. Herman, AICP Principal ALH Econ/Projects/1202 ESA Ukiah Costco/Response to James Watt/ALH Economics James Watt Reponse.doc APPENDIX Table 1. City of Ukiah and Ukiah Costco Store Market Area Demographics Characteristic Amount Ukiah Demographics Population, 2012 (1)16,065 Average Household Income, 2010 (2)$50,997 Employment, 2012 (3)6,610 Market Area Demographics Population, 2012 (1)139,662 Average Household Income, 2010 (2)$54,756 Employment, 2012 (3)55,400 (2) See FEIR, Response to Comment I33-22. (3) Employment figures are from the California State Employment Development Department, Monthly Labor Force Data for Cities and Census Designated Places (CDP) Annual Average 2012 - Revised, Data Not Seasonally Adjusted. The market area total includes 38,620 for Mendocino and 21,690 for Lake County, with 77.4% of Lake County's figure assumed to be reflected in the market area per the share of Lake County's population in the market area as estimated in the Costco project urban decay analysis. Sources: California State Department of Finance; Ukiah Costco FEIR, Response to Comment I33-22 (for income income citation); California State Employment Development Department; and ALH Urban & Regional Economics. (1) Population figures are from the California State Department of Finance Table 2: E-5 City/County Population and Housing Estimates, 1/1/2013. Comprise year- end 2012 estimates. Comparable Year Store 2012 Average '11 2012 Store Opened Pop. (2)HH Income (3)Emp. (4) Manteca $110,000,000 2008 71,164 $71,595 23,900 Merced $116,000,000 1993 80,599 $53,174 92,400 Turlock $126,000,000 2004 69,888 $64,273 25,700 Eureka $138,000,000 1994 27,021 $52,921 10,400 (1) Sales include sales tax. Provided by Costco for Fiscal Year 2011. (2) Population figures are from the California State Department of Finance Table 2: E-5 City/County Population and Housing Estimates, 1/1/2013. Comprise year-end 2012 estimates. (3) Average household income figures are from the 2007-2011 American Community Survey 5-Year Estimates for 2011, Table DP03. (4) Employment figures are from the California State Employment Development Department, Monthly Labor Force Data for Cities and Census Designated Places (CDP) Annual Average 2012 - Revised, Data Not Seasonally Adjusted. Table 2. Comparable Costco Store Sales and Host City Demographics Sources: Costco Wholesale Corporation; California State Department of Finance; California State Employment Development Department; U.S. Bureau of the Census, American Community Survey; and ALH Urban & Regional Economics. City Demographics Annual Store Sales 2011 (1) Number of Comparable Costco Stores Store County in County Population HH Income (4)Employment Manteca San Joaquin 4 698,414 253,200 174,604 $67,885 63,300 Merced Merced 1 262,478 92,400 262,478 $57,643 92,400 Turlock Stanislaus 2 524,124 203,100 262,062 $62,037 101,550 Eureka Humboldt 1 135,209 53,900 135,209 $53,908 53,900 Table 3. Comparable Costco Store Average County Demographics Average 2012 County Demographics per Costco Store (3) (2) Employment figures are from the California State Employment Development Department, Monthly Labor Force Data for Cities and Census Designated Places (CDP) Annual Average 2012 - Revised, Data Not Seasonally Adjusted. (3) Where there are more than one Costco store in the respective county, the county population and employment figures are divided by the number of stores as a proxy for the size of each store's market area. Year-end 2012 County Population (1) 2012 County Annual Average Employment (2) Sources: Costco Wholesale Corporation; California State Department of Finance; California State Employment Development Department; U.S. Bureau of the Census, American Community Survey; and ALH Urban & Regional Economics. (4) Average county household income figures are from the U.S. Census 2012 American Community Survey 1-Year Estimates, Table DP03. (1) Population figures are from the California State Department of Finance Table 2: E-5 City/County Population and Housing Estimates, 1/1/2013. !( §¨¦ §¨¦ ^_ !( #* ") XW San JoaquinSan Joaquin SacramentoSacramento StanislausStanislaus AlamedaAlameda YoloYolo Contra CostaContra Costa SolanoSolano AmadorAmador CalaverasCalaveras 99 5 580 Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community Location of Manteca Costco Store and Other Regional Costco Stores This map contains information from sources we believe to be reliable, but we make no representation, warranty, or guarantee of its accuracy. This map is published for the use of ALH Urban & Regional Economics and its clients only. Redistribution in whole or part to any third party without the prior written consent of ALH Urban & Regional Economics is strictly prohibited. ± 0 8 164 Miles Costco Store Location ^_Manteca !(Lodi XW Modesto #*Stockton ")Tracy !( XW ^_ ")#* !( FresnoFresno MercedMerced MaderaMadera MariposaMariposa TuolumneTuolumne StanislausStanislaus San BenitoSan Benito KingsKings MontereyMonterey San JoaquinSan Joaquin CalaverasCalaveras 99 Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community Location of Merced Costco Store and Other Regional Costco Stores This map contains information from sources we believe to be reliable, but we make no representation, warranty, or guarantee of its accuracy. This map is published for the use of ALH Urban & Regional Economics and its clients only. Redistribution in whole or part to any third party without the prior written consent of ALH Urban & Regional Economics is strictly prohibited. ± 010205 Miles Costco Store Location ^_Merced !(Clovis ")Fresno #*N. Fresno XW Turlock !( §¨¦ #* ^_ !( MercedMerced StanislausStanislaus San JoaquinSan Joaquin CalaverasCalaveras TuolumneTuolumne MaderaMadera FresnoFresnoSan BenitoSan Benito Santa ClaraSanta Clara MariposaMariposa AmadorAmadorSacramentoSacramento Santa ClaraSanta Clara 99 5 Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community Location of Turlock Costco Store and Other Regional Costco Stores This map contains information from sources we believe to be reliable, but we make no representation, warranty, or guarantee of its accuracy. This map is published for the use of ALH Urban & Regional Economics and its clients only. Redistribution in whole or part to any third party without the prior written consent of ALH Urban & Regional Economics is strictly prohibited. ± 0 10 205 Miles Costco Store Location ^_Turlock !(Merced #*Modesto §¨¦ !(§¨¦ §¨¦ ^_ !( #* ") SiskiyouSiskiyou TrinityTrinity ShastaShastaHumboldtHumboldt JacksonJackson TehamaTehama CurryCurry KlamathKlamath MendocinoMendocino GlennGlenn JosephineJosephine ButteButte Del NorteDel Norte DouglasDouglas LakeLake ColusaColusa CoosCoos SutterSutter YubaYuba 99 101 5 5 Source: Esri, DigitalGlobe, GeoEye, i-cubed, USDA, USGS, AEX, Getmapping, Aerogrid, IGN, IGP, swisstopo, and the GIS User Community Location of Eureka Costco Store and Other Regional Costco Stores This map contains information from sources we believe to be reliable, but we make no representation, warranty, or guarantee of its accuracy. This map is published for the use of ALH Urban & Regional Economics and its clients only. Redistribution in whole or part to any third party without the prior written consent of ALH Urban & Regional Economics is strictly prohibited. ± 0 30 6015 Miles Costco Store Location ^_Eureka !(Chico ")Medford #*Redding 3. Environmental Setting, Impacts and Mitigation Measures 3.10 Transportation and Traffic City of Ukiah Costco Wholesale Project 3.10-1 ESA / 211169 Draft Environmental Impact Report November 2013 Trip Generation The trip generation for a new Costco Wholesale warehouse without a Costco fuel station was estimated. The trip generation evaluation is based on a maximum 148,000 square foot warehouse only. The estimated number of trips related to exclusive gas station trip purposes were determined based on surveys gathered other Costco stores with fueling facilities. This information was provided by Kittleson & Associates. Project trip generation estimates are presented in Table 3.10-x. As shown, the project’s total trip generation is projected to be 7,876 new trips per weekday. Of these, 9 are expected during the a.m. peak hour, and 527 are expected during the p.m. peak hour. The p.m. peak hour trip generation represent an approximate 25 percent reduction from the original estimates which included the gas station. TABLE 3.10-X PROJECT TRIP GENERATION SUMMARY Land Use Size Daily A.M. Peak Hour P.M. Peak Hour Rate Trips Rate Trips In Out Rate Trips In Out Costco 12 vfp Gas Station 148 ksf 66.6 9,856 0.89 132 94 38 6.76 1,000 491 509 Additional Gas Positions 8 vfp 168.56 1,348 12.16 97 50 47 13.87 111 55 56 Estimated Gas Trips -3,328 -220 -139 -81 -274 -137 -137 Sub-total 7,876 - 9 5 4 - 837 409 428 Pass-by Trips n/a 37% - - - 37% -310 -151 -159 Total Trips 7,876 - 9 6 3 - 527 258 269 Note: vfp = vehicle fueling positions, ksf = thousand square feet SOURCE: ITE, Trip Generation, 8th Edition, 2008; Kittleson Associates, Costco Trip Generation Database . Impacts without Gas Station The impacts of trip generation changes were assessed on the operating conditions at the Talmage Road interchange. Specifically, the queuing in the southbound off-ramp which was one of the factors in determining the previous significant impacts was re-evaluated. Under Existing plus Project conditions with the Costco and no gas station, the p.m. peak hour queues would extend to approximately 990 to 1,070 feet which would exceed the 600 feet of storage. Therefore, these impacts would still be considered significant and the same mitigation measures would apply. Under Near Term plus Project conditions with the Costco and no gas station, the p.m. peak hour queues would extend to approximately 1,140 to 1,260 feet which would exceed the 600 feet of storage. Therefore, these impacts would also still be considered significant and the same mitigation measures would apply. memorandum Whitlock & Weinberger Transportation, Inc. 490 Mendocino Avenue Suite 201 Santa Rosa, CA 95401 voice (707) 542-9500 fax (707) 542-9590 website www.w-trans.com email sweinberger@w-trans.com Date: November 26, 2013 To: Mr. Charley Stump City of Ukiah From: Steve Weinberger Project: UKI059 Subject: Responses to 11-19-13 Kopper letter As requested, following are responses to the November 19, 2013 letter from William D. Kopper regarding traffic issues: Comment - Page 1, Item 1 (Failure to Provide Information and Traffic Impacts), Comments regarding trip distribution Response The comment has requested the actual data and computational steps that produced the trip distribution assumptions in Table 3.10-8. The Excel file used to determine these assumptions was previously emailed to Mr. Kopper’s office on November 18th, 2013, but is described here. Census track population densities were obtained for areas within the Market area. The market area was divided into zones. A route of travel was then determined for each zone based on shortest travel time. The population densities for each zone was then added using the census track information and then percent of total population within the market area was calculated. The results of the calculations showed the following: Ukiah Trip Distribution Population 2009 % 101 North 14558 34% Talmage Road East 2875 7% State Street North 9497 22% Gobbi Street East 2309 5% Babcock Lane North 112 1% Waugh Lane North 305 1% Mill Street East 298 1% Gobbi Street West 3108 7% Mill Street West 3108 7% State Street South 2059 5% Washington Street West 1000 2% 101 South 3375 8% Total 42603 100% Mr. Charley Stump Page 2 November 26, 2013 Comment - Page 3-4, Comments regarding Interchange Design EIR fails to disclose required Cal Trans design exceptions and that approval likely to be denied based on analysis by Dan Smith, Traffic Engineer, in letter dated Aug. 14, 2013, that design creates hazards that Cal Trans can’t accept Response We understand that the City of Ukiah and Caltrans District 1staff met at the Ukiah Civic Center in early October 2013 and have conducted weekly conference calls between the two parties for the past six weeks to refine the design of the Talmage Road interchange. Following is a summary of the City’s proposed design exceptions being discussed with Caltrans which would ultimately need to be accepted by Caltrans in the design. Advisory Design Exception 1: Nonstandard Feature(s): At the eastbound approach to the overcrossing structure, the right through lane drop taper length does not meet the standard. Index 206.3 in the HDM, Sixth Edition Advisory Design Exception 2: Nonstandard Feature(s): The minimum clearance from the right-of-way line to the catch point of the fill slope for the southbound on- and off-ramps does not meet the 10 foot advisory standard. Index 304.1 (Side Slope Standards) in the HDM, Sixth Edition Advisory Design Exception 3: Nonstandard Feature(s): Class II bicycle lanes are not provided with the project, which is consistent with the City of Ukiah Bicycle and Pedestrian Master Plan (February 1999). Index 403.6 (Turning Traffic) in the HDM, Sixth Edition Mandatory Design Exception 1: Nonstandard Feature(s): There is one location where the existing Talmage Road overpass does not provide standard SSD. SSD was measured in the field and compared with the SSD requirements provided in Highway Design Manual. Index 201.1 in the HDM, Sixth Edition Mandatory Design Exception 2: Nonstandard Feature(s): At the conform with the existing overcrossing structure the proposed eastbound right shoulder width does not meet standard. Index 307.2 in the HDM, Sixth Edition. Mr. Charley Stump Page 3 November 26, 2013 Mandatory Design Exception 3: Nonstandard Feature(s): The project is proposing to construct a signalized intersection at the southbound on/off-ramp terminal with Talmage Road. The proposed intersection does not meet standard for minimum distance to existing signalized intersection at Talmage Road and Airport Boulevard. Index 504.3(3) in the Highway Design Manual (HDM), Sixth Edition. Caltrans is currently an active participant in the refinement of the interchange design. This involvement is a positive step in the development of a design which Caltrans will accept. Caltrans has not yet provided its final approval, nor has it declared that it will not accept the above discussed exceptions. Comment - Page 4-5, Comments regarding Queuing No response to Smith’s comment that Table 3.10-10 miscalculates 1037 foot length of queue in SB to WB movement on US-101 off-ramp at Talmage in existing plus Project condition because that movement additive to the queue and that movement ignored in EIR’s calculation. FEIR ignores alleged computational error and, therefore, is non-responsive. Same complaint about 1192 foot queue length In near term plus Project in SB to EB movement where actual length 1525 feet. FEIR fails to address comment. Response The DEIR assumed a storage of 600 feet for the southbound to westbound ramp. Analysis of the Existing plus Project scenario indicated that the expected queue would exceed 600 feet and a significant impact was identified. Analysis of the Near Term plus Project scenario also indicated that the expected queue would exceed 600 feet and a significant impact was identified. The mitigation measure to address this impact was the modification of the interchange ramps which are now under design with Caltrans cooperation. Per the EIR’s recommended mitigation monitoring program, a certificate of occupancy would not be granted until the ramp improvements are completed. The DEIR calculated the “theoretical queue” based on the southbound to westbound ramp volume. The southbound to westbound ramp and the southbound to eastbound ramp join at a point approximately 730 feet from the Talmage Road intersection. It is likely that the queue length may extend further than estimated in the DEIR since some of the traffic on the southbound to eastbound ramp would be trapped on the ramp where there is one lane. The Smith letter incorrectly assumes these volumes are completely additive. Theoretically, once traffic destined for the southbound to eastbound loop ramp get past the point 730 feet away from Talmage Road, they would have no queues blocking their path. Assuming that the queue would be additive beyond the 730 foot point, queues were estimated for this extended scenario. Following is summary of the queue estimates: Existing plus Project DEIR original estimate : 1,037 ft. Smith estimate: 1,325 ft. Potential extended queue: 1,125 ft. Mr. Charley Stump Page 4 November 26, 2013 The “gore point” (the triangular point where the ramp and the freeway lanes split) of the ramp is located 1,225 feet from Talmage Road. Therefore, under the Existing plus Project condition, all queued vehicles would be stored on the ramp. Near Term plus Project DEIR original estimate : 1,192 ft. Smith estimate: 1, 525 ft. Potential extended queue: 1,325 ft. With the “gore point” of the ramp located 1,225 feet from Talmage Road, under the Near Term plus Project condition, vehicles would queue beyond the storage of the ramp. Beyond the ramp, there is transition area and an 8-10 foot shoulder. There may be occasions when vehicles extend onto the freeway mainline by 1-2 vehicles. Based on these results, there would be no changes to the impacts and recommendations of the traffic section and mitigation monitoring program. The queuing condition is still identified in the EIR as a significant impact. The proposed mitigation, if approved, would still not grant a certificate of occupancy until the interchange modifications are completed, eliminating the queuing impact. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 1 Introduction and Study Parameters Introduction This report presents an analysis of the potential transportation impacts that would be associated with development of the proposed Costco on the east side Airport Park Boulevard approximately one-half of a mile south of Talmage Road in the City of Ukiah. The study was completed in accordance with criteria established by the City of Ukiah and the California Department of Transportation (Caltrans), and is consistent with standard traffic engineering techniques. The project’s potential effects on key intersections, US 101, pedestrian and bicycle circulation, and transit facilities were assessed, and measures necessary to mitigate potentially significant impacts identified. The transportation analysis was prepared for the following background traffic scenarios: • Existing • Baseline • Future Project-generated trips were added to the Existing, Baseline and Future volumes to evaluate the following scenarios: • Existing plus Project Buildout • Baseline plus Project Buildout • Future plus Project Buildout Project Profile The proposed project would consist of a new 148,000 square foot Costco Wholesale warehouse with a tire center, a food court and a Costco fuel station that includes 16 fueling stations with the potential to expand to 20 fueling stations. The 15.33-acre project site is currently vacant and is located on the east side of Airport Park Boulevard between the existing Ken Fowler Auto Center and the Mendocino Brewing Company. Study Area The proposed project is located on the west side of US 101 south of Talmage Road (SR 222) and Commerce Drive. The project property is within the Redwood Business Park on Airport Park Boulevard. The adjacent parcels to the north are currently developed as a unified shopping center including Walmart, FoodMaxx, Staples, Friedman’s Home Improvement Center and a number of small to medium sized retail stores, restaurants and a gas station. Several hotels, a Starbucks coffee shop, a bank and other services are located on the opposite side of Airport Park Boulevard. The shopping center and adjacent commercial uses are a destination for local shoppers from within the community as well as those from throughout the greater region since the nearest similar shopping opportunities are in Eureka to the north and Windsor to the south. The project is located amongst a mix of transportation resources that provide local and regional access to the site including US Route 101 and the Talmage Road (State Route 222) interchange, regional and local streets, bike lanes, sidewalks and transit. The local circulation system serving the project site is shown in Figure 1. Primary access to the Costco project site would be via two new access points on Airport Park Boulevard, while secondary access driveways are proposed on the existing roadway that provides access to Ken Fowler Auto Center. Comm erce Drive W a u g h L a n e L a n e Hasting s F r o n t a g e R o ad A i r p o r t P a r k B o u l e v a r d Washington AvenueWashington Avenue Hastings AvenueHastings Avenue Talmage RoadTalmage Road Gobbi Str e e t Gobbi Str e e t S S t a t e S t r e e t S S t a t e S t r e e t Mill Stree t Mill Stree t 101 Project Site 1 2 3 4 65 7 8 Mill Stree t S S t a t e S t r e e t Gobbi Str e e t Talmage Road Washington Avenue Hastings Avenue A i r p o r t P a r k B o u l e v a r d Hasting s F r o n t a g e R o ad W a u g h L a n e 9 Comm erce Drive BabcockBabcockLaneLaneBabcockLane A i r p o r t R o a d A i r p o r t R o a d A i r p o r t R o a d 10 Lane Configurations Figure 1 059uki.ai 2/12 Costco DEIR Traffic & Circulation Report LEGEND Study Intersection City of Ukiah North Not to Scale 1 3 10 Commerce Dr Airport Park Blvd 2 Gobbi St S State St 4 HastingsAve S State St WashingtonAve S State St Mill St S State St Talmage Rd 6 Talmage Rd Airport Park Blvd 9 Babcock Ln Talmage Rd Hastings Frontage Rd 5 Waugh Ln Talmage Rd 8 US 101 NB Ramps Talmage Rd 7 Talmage Rd US 101 SB Ramps Y I E L D Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 3 US Route101 is the primary route connecting the City of Ukiah to the City of Santa Rosa and the San Francisco Bay Area to the south and Mendocino County to the north. Within Ukiah, US 101 is a four- lane freeway with interchanges at Talmage Road (SR 222), Gobbi Street and Perkins Street. Talmage Road-State Route (SR) 222 is a major arterial with a highway interchange along the eastern City Limits, and provides a direct connection between South State Street and US 101, a regional corridor. Talmage Road-SR 222 is a Caltrans facility between the railroad crossing (west of Airport Park Boulevard) and the community of Talmage to the east of US 101. Airport Park Boulevard extends from just north of Talmage Road along the project frontage to its terminus approximately three-quarters of a mile south of Talmage Road. North of Talmage Road, Airport Park Boulevard connects to residential streets that eventually intersect with Gobbi Street and Perkins Street. The southern terminus of Airport Park Boulevard intersects Airport Road, which ultimately intersects South State Street via Hastings Road. Airport Park Boulevard provides primary access to the project site. Along the project frontage, it has two travel lanes in each direction separated by planted medians and/or intermittent left turn lanes. South State Street is designated as an arterial street in the Ukiah Valley General Plan. Within the City Limits, this roadway is generally a four-lane street that runs north-south and parallel to the US 101. The posted speed limit on South State Street ranges from 35 miles per hour (mph) south of Talmage Road (SR 222), to 30 mph between Talmage Road (SR 222) and Gobbi Street, and 25 mph north of Gobbi Street. Curbs, gutters and sidewalks exist along both sides of the street. Hastings Avenue-Airport Road runs along the northern and eastern side of the Airport and connects South State Street to Airport Park Boulevard at the intersection with Commerce Drive. This street includes two lanes, on-street bicycle lanes on both sides of the street, and sidewalks on the northeastern side of the street. The southern terminus of Airport Road connects to Airport Park Boulevard. Gobbi Street is a major arterial that provides a connection between South State Street and US 101 and has a highway interchange. Gobbi Street is a three-lane street with a two-way left-turn lane separating the east-west travel lanes. Sidewalks and bike lanes exists along both sides of Gobbi Street. Mill Street, west of South State Street, is primarily a residential road with one lane in each direction with parking, curb, gutter and sidewalks on both sides of the street. This segment of Mill Street has a posted speed limit of 25 mph. Mill Street east of South State Street provides a connection to Main Street, where it currently terminates. Waugh Lane is a narrow north-south collector street that connects Gobbi Street and Talmage Road (SR 222). This two-way street does not have centerline striping, sidewalks or bike lanes. The posted speed limit is 25 mph. The following ten study intersections selected for analysis are shown in Figure 1. The controlling jurisdiction (if not the City of Ukiah), is indicated in parentheses. 1. South State Street/Mill Street 2. South State Street/Gobbi Street 3. South State Street/Talmage Road-SR 222 (Caltrans) 4. South State Street/Hastings Avenue-Airport Road 5. Talmage Road-SR 222/Waugh Lane (Caltrans) 6. Talmage Road-SR 222/Airport Park Boulevard (Caltrans) 7. Talmage Road-SR 222/US 101 South Ramps (Caltrans) 8. Talmage Road-SR 222/US 101 North Ramps (Caltrans) Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 4 9. Talmage Road-SR 222/Hastings Frontage Road-Babcock Lane (Caltrans) 10. Airport Park Boulevard/Commerce Drive Segments of US 101 to the north and south of the Talmage Road (SR 222) interchange were evaluated. Study Peak Periods The traffic analysis was focused on weekday a.m. and p.m. peak hours, which represent the two typical weekday peak hours. The weekday a.m. and p.m. peak hours are the highest volume hours between 7:00 and 9:00 a.m. and 4:00 and 6:00 p.m. respectively. Traffic counts during the Saturday midday peak were previously collected at the intersection of Talmage Road/Airport Park Boulevard to determine the extent of the potential project impacts during the Saturday midday peak. Traffic volumes during the Saturday peak were approximately 31 percent lower than those during the weekday p.m. peak hour. Potential impacts of the project on Saturdays are discussed in subsequent sections of this report, but a full quantitative analysis for Saturday conditions were not completed. Intersection Analysis Level of Service Methodologies Level of Service (LOS) is used to rank traffic operation on various types of facilities based on traffic volumes and roadway capacity using a series of letter designations ranging from A to F. Generally, Level of Service A represents free flow conditions and Level of Service F represents forced flow or breakdown conditions. A unit of measure that indicates a level of delay generally accompanies the LOS designation. The study intersections were analyzed using methodologies published in the Highway Capacity Manual (HCM), Transportation Research Board, 2000. This source contains methodologies for various types of intersection control, all of which are related to a measurement of delay in average number of seconds per vehicle. The ranges of delay associated with the various intersection Levels of Service are indicated in Table 1. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 5 Table 1 Intersection Level of Service Criteria LOS Two-Way Stop-Controlled All-Way Stop-Controlled Signalized A Delay of 0 to 10 seconds. Gaps in traffic are readily available for drivers exiting the minor street. Delay of 0 to 10 seconds. Upon stopping, drivers are immediately able to proceed. Delay of 0 to 10 seconds. Most vehicles arrive during the green phase, so do not stop at all. B Delay of 10 to 15 seconds. Gaps in traffic are somewhat less readily available than with LOS A, but no queuing occurs on the minor street. Delay of 10 to 15 seconds. Drivers may wait for one or two vehicles to clear the intersection before proceeding from a stop. Delay of 10 to 20 seconds. More vehicles stop than with LOS A, but many drivers still do not have to stop. C Delay of 15 to 25 seconds. Acceptable gaps in traffic are less frequent, and drivers may approach while another vehicle is already waiting to exit the side street. Delay of 15 to 25 seconds. Drivers will enter a queue of one or two vehicles on the same approach, and wait for vehicle to clear from one or more approaches prior to entering the intersection. Delay of 20 to 35 seconds. The number of vehicles stopping is significant, although many still pass through without stopping. D Delay of 25 to 35 seconds. There are fewer acceptable gaps in traffic, and drivers may enter a queue of one or two vehicles on the side street. Delay of 25 to 35 seconds. Queues of more than two vehicles are encountered on one or more approaches. Delay of 35 to 55 seconds. The influence of congestion is noticeable, and most vehicles have to stop. E Delay of 35 to 50 seconds. Few acceptable gaps in traffic are available, and longer queues may form on the side street. Delay of 35 to 50 seconds. Longer queues are encountered on more than one approach to the intersection. Delay of 55 to 80 seconds. Most, if not all, vehicles must stop and drivers consider the delay excessive. F Delay of more than 50 seconds. Drivers may wait for long periods before there is an acceptable gap in traffic for exiting the side streets, creating long queues. Delay of more than 50 seconds. Drivers enter long queues on all approaches. Delay of more than 80 seconds. Vehicles may wait through more than one cycle to clear the intersection. Reference: Highway Capacity Manual, Transportation Research Board, 2000. Analysis of Two-Way Stop-Controlled Intersections The intersections of Talmage Road-SR 222/Waugh Lane, Talmage Road-SR 222/US 101 South Ramps, Talmage Road-SR 222/US 101 North Ramps and Talmage Road-SR 222/Hastings Frontage Road-Babcock Lane, which have one or two approaches stop controlled, were analyzed using the “Two-Way Stop- Controlled” intersection capacity method from the HCM. This methodology determines a level of service for each minor turning movement by estimating the level of average delay in seconds per vehicle. Results are presented for individual movements together with the weighted overall average delay for the intersection. Analysis of All-Way Stop-Controlled Intersections The intersection of Airport Park Boulevard/Commerce Drive, which is the only intersection controlled by all-way stop controls, was analyzed using the "All-Way Stop-Controlled Intersection" methodology contained in the HCM. This methodology evaluates delay for each approach based on turning movements, opposing and conflicting traffic volumes, and the number of lanes. Average vehicle delay is computed for the intersection as a whole, and is then related to a Level of Service. Analysis of Signalized Intersections The intersections of South State Street/Mill Street, South State Street/Gobbi Street, South State Street/Talmage Road-SR 222, South State Street/Hastings Avenue-Airport Road and Talmage Road-SR Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 6 222/Airport Park Boulevard, which are currently controlled by traffic signals were evaluated using the signalized methodology from the HCM. This methodology is based on factors including traffic volumes, green time for each movement, phasing, whether or not the signals are coordinated, truck traffic, and pedestrian activity. Average stopped delay per vehicle in seconds is used as the basis for evaluation in this LOS methodology. Level of Service Standards The Ukiah Valley General Plan and Growth Management Program (1995) establishes the criteria for acceptable operation. Policy CT-16.2 states that, “LOS D is the minimum acceptable LOS for state highways, freeways, expressways, arterials and collectors.” All of the study intersections fall under this criterion. Based on discussions with the City of Ukiah it was determined that the level of service standard of LOS D would be applied to the overall intersection operation of stop-controlled intersections rather than individual movements or approaches of an intersection. Traffic Signal Warrants The point at which signalization should be considered as a mitigation measure was determined based on information contained in the Manual on Uniform Traffic Control Devices (MUTCD, California supplement), Federal Highway Administration, 2003. For the purposes of this study, Warrant 3, the Peak Hour volume warrant, which determines the need for traffic control based on the highest volume hour of the day, was used as an initial indication of traffic control needs. The use of this signal warrant is common practice for planning studies. Other warrants, which are more generally applicable to existing traffic issues, require collection of traffic volumes for the highest four or eight hours of the day, review of the collision history, and evaluation of the system surrounding the location. Analysis of Interchange Area Queuing Adverse queuing conditions can result in traffic impacts at closely spaced intersections, particularly at freeway interchanges where queues can potentially affect mainline freeway operation. For these reasons, an analysis of queuing was performed for the Talmage Road corridor between Waugh Lane and Hastings Frontage Road-Babcock Lane, including the intersections of Talmage Road at Airport Park Boulevard, US 101 Southbound Ramps and US 101 Northbound Ramps. The analysis was focused on the p.m. peak hour as this time period has the highest delays and the greatest potential for queuing impacts. The projected vehicle queues were determined using the applied timing schemes in SIMTRAFFIC, which is a traffic simulation extension of SYNCHRO. SIMTRAFFIC generates random “seeding” of vehicles on the street network and then simulates how vehicles will flow through the system using the actual volumes, phasing, and timing developed in SYNCHRO. Because each SIMTRAFFIC run is unique, a series of six separate “runs” was used to develop queuing estimates. The maximum queues that occur for each lane in the six SIMTRAFFIC runs were averaged and are reported as the maximum queue. The signal phasing and storage lengths for each lane were obtained from Caltrans’ construction plans. The timing schemes for baseline and future conditions were assumed to remain unchanged upon the addition of project-generated traffic. Queuing impacts were considered significant if the calculated 95th percentile queue lengths either exceeded the available or proposed storage lengths of a left-turn pocket or was projected to queue back into the next controlled intersection or mainline freeway or freeway ramp facility. Analysis of US 101 Freeway The freeway analysis methodology contained in Chapter 23 of the HCM, “Basic Freeway Segments,” was used to determine levels of service on US 101. The method uses variables such as traffic volumes, Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 7 geometric configuration of the freeway (i.e., number of lanes, widths of lanes and shoulders), topography, the percentage of heavy vehicles, and free-flow speeds to determine LOS criteria including the “service flow rate.” Service flow rates are indicative of the travel demand on a freeway facility and are measured in the number of passenger cars per hour per lane. The ranges of service flow rates associated with the various Levels of Service are presented in Table 2. Table 2 Freeway Level of Service Criteria Level of Service Maximum Service Flow Rate A 710 pc/h/ln B 1,170 pc/h/ln C 1,680 pc/h/ln D 2,090 pc/h/ln E 2,350 pc/h/ln F Greater than 2,350 pc/h/ln Notes: pc/h/ln = passenger cars per hour per lane Criteria are for a freeway with 65 mph free-flow speed Source: Caltrans Guide for the Preparation of Traffic Impact Studies, 2002 Caltrans maintains a target LOS at the transition between LOS C and LOS D for freeway facilities, which translates to a service flow rate of approximately 1,680 passenger cars per hour per lane. Where an existing freeway is operating at less than the LOS C/D threshold an existing “measure of effectiveness” should be maintained. In determining whether a project would create an adverse impact to a freeway facility already operating at LOS E or F, the forecasted service flow rate was compared to ideal freeway capacity to establish a theoretical volume-to-capacity (v/c) ratio. The impact was considered cumulatively significant if the project would increase the freeway v/c ratio on a facility already operating at LOS E or F by 0.01 or more. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 8 Existing Conditions Traffic Volumes Intersection vehicle turning movement volumes used in the analysis were collected in February of 2010. The existing intersection traffic volumes used in the analysis are shown in Figure 2. Traffic volumes for the US 101 freeway segments were obtained from the Caltrans “Traffic and Vehicle Data Systems Unit” internet site and reflect 2008 conditions. Intersection Conditions Levels of Service All of the study intersections are currently operating acceptably at LOS D or better overall during both peak periods evaluated. It should be noted that even though the southbound right-turn lane at the intersection of Talmage Road/US 101 Southbound Ramps is currently operating at LOS E during the p.m. peak period, this intersection is operating at LOS A or B overall and therefore is considered to fall within acceptable levels of service. The existing levels of service for each of the study intersections are summarized in Table 3. Level of service calculation sheets are provided in Appendix A. Comm erce Drive W a u g h L a n e L a n e Hasting s F r o n t a g e R o ad A i r p o r t P a r k B o u l e v a r d Washington AvenueWashington Avenue Hastings AvenueHastings Avenue Talmage RoadTalmage Road Gobbi Str e e t Gobbi Str e e t S S t a t e S t r e e t S S t a t e S t r e e t Mill Stree t Mill Stree t 101 Project Site 1 2 3 4 65 7 8 Mill Stree t S S t a t e S t r e e t Gobbi Str e e t Talmage Road Washington Avenue Hastings Avenue A i r p o r t P a r k B o u l e v a r d Hasting s F r o n t a g e R o ad W a u g h L a n e 9 Comm erce Drive BabcockBabcockLaneLaneBabcockLane A i r p o r t R o a d A i r p o r t R o a d A i r p o r t R o a d 10 Existing Traffic Volumes Figure 2 LEGEND xx (xx) A.M. Peak Hour Volume Study Intersection P.M. Peak Hour Volume City of Ukiah North Not to Scale 059uki.ai 2/12 Costco DEIR Traffic & Circulation Report 45 ( 8 2 ) 26 ( 5 7 ) 38 (85) 538(692) (88) 41 (683)345 2/105 28(73) 21(50) 1 (4) (79)56 (79)54 (79)58 ( 7 9 ) 2 8 (2 6 8 ) 1 2 9 ( 8 ) 5 71 ( 7 9 ) 17 0 ( 1 8 8 ) 36 ( 6 6 ) 2/1010 20 (18) 348(392) 2 (2) (47) 22 (419)284 (18) 6 (1 9 ) 1 6 ( 3 ) 2 ( 2 ) 6 25 ( 2 5 ) 3 ( 2 ) 25 ( 3 1 ) 2/109 2/108 131(161) 274(273) (423)268 (595)285 (1 0 8 ) 8 2 ( 4 5 ) 2 7 9 (7) 65(70) 2 (10) (57)41 (69)67 (58)56 ( 3 2 ) 4 2 (6 8 2 ) 4 0 6 ( 9 ) 7 22 ( 3 8 ) 30 2 ( 6 2 9 ) 8 ( 8 ) 2/101 54(26) 48(44) 42(80) (152)181 (56)115 (26) 50 ( 3 3 ) 3 4 (4 9 2 ) 4 9 6 ( 7 5 ) 4 6 15 8 ( 1 4 0 ) 48 1 ( 5 3 5 ) 42 ( 4 8 ) 2/104 46 (60) 230(192) 97 (192) (87) 61 (219)203 (46) 51 ( 7 2 ) 3 2 (5 5 9 ) 4 1 7 (1 2 2 ) 8 8 23 ( 4 3 ) 31 2 ( 5 9 4 ) 51 ( 1 0 8 ) 2/102 15 (14) 472(478) 243(357) (14) 8 (402)245 (252)100 (2 2 3 ) 1 1 5 ( 0 ) 0 (4 6 4 ) 1 9 9 17 ( 2 4 ) 30 ( 4 7 ) 9 ( 1 3 ) 2/106 25 3 ( 3 8 0 ) 21 2 ( 2 8 8 ) 235(252) 305(308) (3 6 3 ) 2 9 6 (2 5 1 ) 1 7 9 2/103 320(361) 38 (18) (841)416 (89) 63 (1 7 7 ) 1 3 7 41 3 ( 5 2 7 ) 2/107 YIELD Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 10 Table 3 Summary of Existing Level of Service Calculations Intersection AM Peak Hour PM Peak Hour Minor Approach Delay LOS Delay LOS 1. South State St/Mill St 9.1 A 11.6 B 2. South State St/Gobbi St 24.6 C 35.9 D 3. South State St/Talmage Rd 22.5 C 29.9 C 4. South State St/Hastings Ave 34.1 C 22.2 C 5. Talmage Rd/Waugh Ln 1.3 A 2.6 A Southbound Approach 14.3 B 24.7 C 6. Talmage Rd/Airport Park Blvd 18.9 B 27.1 C 7. Talmage Rd/US 101 SB Off-Ramp 7.5 A 13.0 B Southbound Right-Turn 19.1 C 36.4 E Northbound Right-Turn 12.6 B 31.6 D 8. Talmage Rd/US 101 NB Off-Ramp 2.2 A 3.0 A Northbound Approach 13.3 B 16.5 C 9. Talmage Rd/Hastings Frontage Rd 1.9 A 2.5 A Northbound Approach 16.2 C 24.8 C Southbound Approach 15.0 C 20.7 C 10. Airport Park Blvd/Commerce Dr 9.2 A 11.0 B US 101 Freeway Segments Northbound Southbound PM Peak Hour Vp LOS Vp LOS North of Talmage Rd-SR 222 704 A 697 A South of Talmage Rd-SR 222 372 A 368 A Notes: Delay is in average seconds per vehicle; LOS = Level of Service; Vp = Service flow rate, measured in passenger cars per hour per lane Interchange Area Queuing Potential queuing interactions between the closely spaced intersections along the Talmage Road corridor from Airport Park Boulevard to east of US 101 Northbound Ramps were evaluated for both the a.m. and p.m. peak hours. Although both peak periods were analyzed, queuing results for only the p.m. peak hour are discussed below as this peak resulted in far worse queuing than a.m. peak conditions. Under Existing p.m. peak hour conditions, the projected maximum queues between intersections and in turn pockets near the Talmage Road interchange are accommodated within the available storage except at one location. The US 101 Southbound Off-Ramp at Talmage Road is calculated to have maximum queues that extend beyond the available storage. A summary of the Existing p.m. peak hour queues is presented in Table 4. Copies of the SIMTRAFFIC Queuing Projections are contained in Appendix A. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 11 Table 4 PM Peak Hour Queues Near Talmage Road-SR 222 Interchange – Existing Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R 6. Talmage Rd/Airport Park Blvd Available Storage 250 - 250 50 - 165 50 400 400 175 500 500 Maximum Queue 108 - 138 33 - 84 31 212 167 171 94 54 7. Talmage Rd/US 101 SB Off-Ramp Available Storage - - 1840 - - 600 - - 270 50 - - Maximum Queue - - 109 - - 728 - - 0 16 - - 8. Talmage Rd/US 101 NB Off-Ramp Available Storage 930 - - - - - - - - - - - Maximum Queue 113 - - - - - - - - - - - Notes: Maximum Queue represents the actual maximum queues that develop within SIMTRAFFIC (values represent the average of 6 SIMTRAFFIC runs); All distances are measured in feet Bold = movements where queues exceed available storage Collision History The collision history for the study area was reviewed to determine any trends or patterns that may indicate a safety issue. Collision rates were calculated based on the most recent available records from January 1, 2006, through December 31, 2010, obtained from the California Highway Patrol and published in their Statewide Integrated Traffic Records System (SWITRS) reports. As presented in Table 5, the calculated collision rates for the study intersections were compared to average collision rates for similar facilities statewide, as indicated in 2007 Accident Data on California State Highways, California Department of Transportation. Table 5 Collision Rates at the Study Intersections Study Intersection Number of Collisions (1/1/06-12/31/10) Calculated Collision Rate (c/mve) Statewide Average Collision Rate (c/mve) 1. South State St/Mill St 18 0.55 0.43 2. South State St/Gobbi St 8 0.18 0.43 3. South State St/Talmage Rd 13 0.36 0.28 4. South State St/Hastings Ave 4 0.12 0.43 5. Talmage Rd/Waugh Ln 6 0.18 0.22 6. Talmage Rd/Airport Park Blvd 9 0.20 0.43 7. Talmage Rd/US 101 SB Off-Ramp 2 0.05 0.14 8. Talmage Rd/US 101 NB Off-Ramp 1 0.03 0.14 9. Talmage Rd/Hastings Frontage Rd 3 0.16 0.22 10. Airport Park Blvd/Commerce Dr 5 0.24 0.41 Notes: c/mve = collisions per million vehicles entering; Bold = collision rates that exceed the statewide average for similar facilities Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 12 Two of the existing study intersections have experienced higher collision rates than the statewide averages, while eight intersections experienced lower than average rates. Copies of the collision calculation sheets are provided in Appendix B. The intersection of South State Street/Mill Street has a collision rate for the five-year study period that is slightly higher than the Statewide average rate. The percentage of collisions that involved injuries was 55.6 percent, which is above the statewide average of 43.9 percent. Of the 18 collisions experienced at this intersection, eight were broadside collisions and six were rear-end collisions. With the high number of rear-end and broadside collisions there may be traffic signal timing and vehicle detection deficiencies which put drivers in a ‘dilemma zone’ when approaching this intersection. The City may wish to examine the traffic signal timing and detection system to ensure that this traffic signal is operating acceptably. The intersection of South State Street/Talmage Road had a collision rate slightly higher than the Statewide average rate. The percentage of collisions that involved injuries was 46.2 percent, which is also slightly above the statewide average of 43.3 percent. Collisions at this intersection were primarily rear-end and collisions. The high incidence of rear-end crashes is fairly common at signalized locations, especially during periods of congestion. Efforts by the City to improve signal timing could be effective in addressing the rear-end collision pattern experienced at this study intersection. Freeway Conditions The segments of US 101 to the north and south of Talmage Road are currently operating at LOS A in both the northbound and southbound directions during the p.m. peak hour. The existing levels of service for the freeway segments are summarized in Table 3. Level of service calculation sheets for freeway segments are included in Appendix C. Alternative Transportation Conditions The Costco project site is located more than 0.75 mile from the nearest residential neighborhoods to the north and west of the site. Therefore, it is reasonable to assume that project patrons or employees are unlikely to walk to the site, since it is more than the typical desirable walking distance of 0.25 mile. However, some patrons or employees may walk from transit stops or bicycle to the project site. Pedestrian Facilities Pedestrian facilities include sidewalks, crosswalks, pedestrian signals, curb ramps, and streetscape amenities. In general, a network of sidewalks, crosswalks, pedestrian signals, and curb ramps provide access for pedestrians in the vicinity of the proposed project site; however, significant sidewalk gaps, obstacles, and barriers can be found along each of the roadways connecting to the project site. Existing gaps and obstacles along the connecting roadways impact convenient and continuous access for pedestrians and present safety concerns in those locations where appropriate pedestrian infrastructure would address potential conflict points. A summary description of existing pedestrian conditions is provided below. • Talmage Road – Intermittent sidewalk coverage is provided on Talmage Road with significant gaps on one or both sides of the street between Hastings Frontage Road-Babcock Lane on the east side of US 101 and South State Street. Curb ramps and crosswalks at side street approaches are intermittent, non-existent, or not compliant with current ADA standards. High-speed movements associated with the Talmage Road/US 101 interchange are in conflict with pedestrian movements. Overhead streetlights provide lighting of the corridor. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 13 • Airport Park Boulevard – There is intermittent sidewalk coverage on Airport Park Boulevard. Currently sidewalks do not exist on the east side of the street along the project frontage. Sidewalks are provided along the developed properties on the west side of the street between Talmage Road and Commerce Drive. South of Commerce Drive, limited sidewalk coverage is provided along developed property frontages. Marked crosswalks are not provided at the Airport Park Boulevard/ Commerce Drive intersection, and curb ramps are not in compliance with current ADA standards. Street lighting is not provided on Airport Park Boulevard. • Airport Road – Continuous sidewalks exist on the north side of Airport Road between Commerce Drive and Hastings Avenue. Sidewalks are not provided on the south side of the street. There are no streetlights on this road. • Hastings Avenue – Continuous sidewalks are provided on the north side of Hastings Avenue between Airport Road and approximately 275 feet east of South State Street. Sidewalks are not provided on the south side of the street. Hastings Avenue has no street lighting. • South State Street – Sidewalks are generally provided on both sides of South State Street with intermittent gaps along undeveloped property frontages. Overhead streetlights provide lighting for the corridor. • Waugh Lane, Betty Street, Lorraine Street, and Henderson Lane are all narrow local streets that provide access to residences on the north side of Talmage Road. Sidewalks and streetlights are generally not provided along these local streets. Bicycle Facilities The 2006 Mendocino County Bikeway Plan identifies the following types of bikeways: • Class I – These facilities are commonly referred to as "bike paths.” They provide a completely separated right-of-way for the exclusive use of bicycles and pedestrians with cross flows of motorists minimized. • Class II – These facilities are commonly referred to as "bike lanes.” They provide a restricted right- of-way designated for the exclusive or semi-exclusive use of bicycle traffic, with through travel by motor vehicles or pedestrians prohibited. Adjacent vehicle parking and cross flows by pedestrians and motorists are permitted. • Class III – These facilities are commonly referred to as "bike routes.” They are generally on-street facilities that provide right-of-way designated by signs and/or pavement markings and are shared with pedestrians and motorists. In the project area, Class II bike lanes exist on Hastings Avenue between Airport Road and South State Street. Bicyclists ride in the roadway and/or on sidewalks along all other streets within the project study area. The following bicycle and pedestrian improvements are listed as planned improvements in Ukiah’s General Plan or Bicycle Master Plan. It should be noted that the planned improvements listed in Ukiah’s General Plan or Bicycle Master Plan did not include specifics about the timing or funding for implementation of these projects. • Planned Class III bike route on Talmage Road between South State Street and Ukiah’s eastern city limit. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 14 • Planned North Western Pacific Rail Trail (Class I pathway) along the rail corridor just west of the project site between Ford Road and Norgard Lane. Transit Facilities The Mendocino Transit Authority (MTA) provides fixed route bus service in Ukiah. MTA Local Route 9 provides loop service to destinations throughout the City and stops on Commerce Drive between Walmart and FoodMaxx. Stops on this route are within a reasonable walking distance to the project site. Route 9 operates Monday through Friday with approximately one-half hour headways between 7:00 a.m. and 8:30 p.m. Saturday service operates with approximately one-half hour headways between 10:00 a.m. and 5:00 p.m. Routes 20, 21, and 30 provide inland service between Willits, the Redwood Valley, Calpella, and Ukiah. Each route stops on Commerce Drive between Walmart and FoodMaxx and operate Monday through Friday with approximately one to three hour headways between 8:00 a.m. and 5:30 p.m. Route 75, the South Mendocino Coast Bus, provides service between Gualala, Fort Bragg, and Ukiah, with a stop on Commerce Drive between Walmart and FoodMaxx. Route 75 operates Monday through Saturday with northbound and southbound service in the morning and afternoon. Two bikes can be carried on most MTA buses. Bike rack space is on a first come, first served basis. In Ukiah, bikes are not allowed on the bus south of downtown. Within Ukiah, bikes are not permitted south of School Street and Perkins Street on the Local #9. Based on discussions with MTA staff it was determined that bikes are actually allowed south of Downtown, School Street and Perkins Street with one specific restriction. Buses with the front loading bicycle racks in use have a difficult time negotiating the intersection of South State Street/Gobbi Street. Therefore, before buses access this intersection bus riders with bicycles on the front racks are asked to remove their bikes and ride to the next stop before re-boarding the bus. Dial-a-ride, also known as paratransit, or door-to-door service, is available for those who are unable to independently use the transit system due to a physical or mental disability. MTA Paratransit is designed to serve the needs of individuals with disabilities within Ukiah and greater Mendocino County. Local Regulations Relevant policies from the City’s General Plan are provided below. 2004 City of Ukiah General Plan The Ukiah General Plan indicates that, “Developing bicycle and pedestrian paths as an attractive, integrated part of the transportation system can enhance the quality of life in the City and County. Easy to use paths, with convenient secured bicycle parking, and safe travel ways will encourage people to use bikes or walk on trips and errands.” The following Goals, Policies, and Implementation Actions from the General Plan are relevant to the proposed project. Goal CT-3: Design new development and redevelopment projects to be as accessible by foot, bicycle, and transit, as they are by auto Policy Ct-3.1: New development and redevelopment projects shall specifically include plans for pedestrian facilities, bike lanes, bike racks, and transit stops. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 15 Implementation CT-3.1(a): Working with the Mendocino Transit Authority and other appropriate agencies, the City and County shall include in the land development code a menu of options to facilitate and encourage alternative modes of travel and transportation. Goal CT-6: Increase the use of bicycle transportation Implementation CT-6.1(a): Utilize the Land Development Code to ensure that there is secure and safe parking for bicycles in new parking facilities. Policy CT-6.2: Promote the use of bicycles as a viable and attractive alternative to cars. Implementation CT-6.2(b): Provide incentives and technical support to encourage employers to provide convenient, safe, and secure bicycle parking at places of employment. Policy CT-6.3: Provide bicycle lanes or paths along major streets. Implementation CT-6.3(a): Require that streets linking residential areas with school facilities and shopping areas be designed to include bicycle lanes. Implementation CT-6.3(b): Consider bicycle operating characteristics in the design of intersections and traffic control systems and include appropriate features in intersection design standards. Goal CT-7: Develop pedestrian access Policy CT-7.1: Treat pedestrian access as an integral part of all road improvements within the City and within urbanized development areas of the County. Implementation CT-7.1(b): Pedestrian walkways shall be integrated and designed to provide direct access between areas. Implementation CT-7.1(d): Pedestrian access shall be accessible to the handicapped with appropriate curb cuts, grades, and ramps. Goal CT-8: Encourage increased use of public transportation Policy CT-8.1: Make it easier to utilize bus service. Implementation CT-8.1(d): The City and County shall work with MTA and Caltrans to ensure that project design maximizes potential sources of transit ridership through the use of shelters, passengers amenities, and service schedules. Goal CT-9: Maximize the use of public transportation through efficient land use patterns and supporting incentive programs Policy CT-9.1: Include design features in new commercial and residential areas that make public transportation convenient. Implementation CT-9.1(b): As a part of project review for new development, seek comments and recommendations from the Mendocino Transit Authority concerning the agency’s needs to better serve the project. Implementation CT-9.1(d): No mitigation measures or project conditions shall exceed the direct relationship between the economic cost of the requirement measured against the project’s actual impact. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 16 Policy CT-9.2: Support a strategy to provide funding and incentives to increase ridership opportunities. Implementation CT-9.2(a): Develop an overall strategy to mitigate traffic and air quality impacts from new development which cannot directly be served by public transit. Consider a range of alternatives designed to encourage people to use alternatives to the automobile. These programs may include, and are not limited to, incentives for public transit ridership, or construction of nearby or convenient bus stops. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 17 Roadway Improvements Planned Intersection Improvements At the time of this report, the City of Ukiah is in the process of designing treatments to improve traffic operations at intersections #4, South State Street/Hastings Avenue-Airport Road, and #11, Airport Park Boulevard/Commerce Drive. Following is a description of the improvements that are being designed. • Intersection #4 – South State Street/Hastings Avenue-Airport Road: The intersection will be reconfigured to provide a left-turn lane on the westbound Hastings Avenue approach. Based on information provided by Public Works construction of this planned improvement is expected to begin in 2012 or 2013. Therefore, this planned improvement was included in the traffic analysis of Baseline and Future conditions. • Intersection #11 – Airport Park Boulevard/Commerce Drive: Installation of a traffic signal is planned. The lane configuration at this signalized intersection will remain the same as under Existing conditions. Construction of this planned improvement is expected to begin in 2012 or 2013. Therefore, this planned improvement was included in the traffic analysis of Baseline and Future conditions. Originally, modifications to Talmage Road at the intersections with Airport Park Boulevard and the US 101 SB Ramps were planned. However, previous analysis from the Walmart Expansion DEIR Traffic & Circulation report determined that the original planned intersection improvements would not mitigate the project traffic impacts to an acceptable level. Although the subject Walmart Expansion project was not approved, this report was still used as a reference and therefore, these improvements were not included in the analysis. Talmage Road Interchange The Walmart Expansion DEIR Traffic & Circulation report included an assessment of potential interchange modification alternatives to accommodate existing deficiencies and increased traffic at the Talmage Road interchange. Two alternatives were presented for the southbound ramp intersection; however, since the Walmart Expansion project was not approved, no mitigation measures were officially adopted. For the purpose of this study though, the traffic signal alternative presented in the Walmart report was used as a basis for determining necessary improvements with appropriate modification, if needed. It should be noted that the roundabout alternative presented in the Walmart Expansion DEIR Traffic & Circulation report was not incorporated into this analysis. The interchange improvements considered in this previous study includes the closure of the existing stop-controlled US 101 Southbound Off-Ramp right-turn to westbound Talmage Road. All US 101 Southbound Off-Ramp traffic would be redirected to access Talmage Road via a new full access intersection where the current loop ramp connects with Talmage Road so that all off-ramp traffic would utilize the off-loop ramp. The existing US 101 Southbound Off-Ramp loop would be reconfigured to a more standard 90-degree angle. Under this mitigation, the intersection of the loop ramp with Talmage Road would be controlled by a traffic signal. Both the eastbound Talmage Road and northbound US 101 Southbound Off-Ramp right-turn lanes will have right-turn overlap phasing, while the westbound Talmage Road approach would include protected left-turn phasing. This mitigation would allow the existing two-lane Talmage Road overcrossing to be maintained. The design would also provide for two left-turn lanes on the westbound Talmage Road approach to Airport Park Boulevard, which should extend the entire distance to the adjacent intersection. Since the left-turn lanes would extend all the way to the intersection, it is important that signs and markings on the Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 18 off-ramp are provided to direct drivers to the correct lane for their destination. Further, intersection markings should be incorporated that provide guidance so that not to create a trap-lane situation for drivers in the far northbound left lane. In order to avoid unacceptable vehicle queuing on eastbound Talmage Road between Airport Park Boulevard and US 101 Southbound Ramps, it would be necessary to remove the existing northbound right-turn overlap phasing at Airport Park Boulevard/Talmage Road. This change may appear counterintuitive to improving operations, but the purpose of the change is to meter vehicles enter the segment, and instead use the space on northbound Airport Park Boulevard where more queuing space is available. Talmage Road Interchange Option A Figure 3A City of Ukiah North Not to Scale 059uki.ai 2/12 Costco DEIR Traffic & Circulation Report Talmage RoadTalmage Road Ai r p o r t P a r k B o u l e v a r d Ai r p o r t P a r k B o u l e v a r d 101 Talmage Road Ai r p o r t P a r k B o u l e v a r d Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 20 Background Traffic Conditions Baseline Traffic Scenario The Baseline traffic scenario represents a near-term horizon of the end of 2013 or 2014, when the proposed Project would be completed. This scenario reflect conditions with traffic from projects that the City deems likely to be constructed and generating traffic by this horizon year. For the purposes of this analysis, the following projects affecting the study area were included in the Baseline scenario. • The Branches Wood Fired Chop House, a 12,295 square foot quality restaurant which opened at the end of 2010, is located on the northwestern corner of Airport Park Boulevard/Commerce Drive-Hastings Avenue and is within the Airport Business Park. • The Arco AM/PM Market site is located approximately 0.75 miles northeast of Costco, occupying the currently developed but vacant building located on the southwest corner of Talmage Road/ Hastings Frontage Road-Babcock Lane. Buildout of the proposed project would allow development of 3,000 square feet of convenience market space with a six-vehicle fueling position gas station. The Arco AM/PM Market project has been approved by the City. • The Guillon project has been approved by the City, and is sited on the west side of Airport Park Boulevard south of Commerce Drive-Hastings Avenue, within the Airport Business Park. This project includes up to 16,000 square feet of retail and commercial space. • The Kunzler Terrace Mine project site is located approximately three miles northeast of Costco, and will add minimal vehicle traffic to the US 101 ramp intersections on Talmage Road. The traffic associated with these projects was added to existing traffic volumes in order to obtain Baseline volumes. The Baseline Traffic Volumes, which do not include trips associated with the proposed Costco project, are presented in Figure 4. Baseline traffic volume projections for US 101 were developed by adding the traffic volumes associated with the four Baseline projects to existing 2008 volumes collected by W-Trans. Intersection Conditions With Baseline traffic volumes, all of the study intersections are projected to continue operating at acceptable levels of service. These LOS results are summarized in Table 6. As shown in Table 6, conditions for intersection #4, South State Street/Hastings Avenue-Airport Road and intersection #10, Airport Park Boulevard/Commerce Drive include the City’s planned improvements. Comm erce Drive W a u g h L a n e L a n e Hasting s F r o n t a g e R o ad A i r p o r t P a r k B o u l e v a r d Washington AvenueWashington Avenue Hastings AvenueHastings Avenue Talmage RoadTalmage Road Gobbi Str e e t Gobbi Str e e t S S t a t e S t r e e t S S t a t e S t r e e t Mill Stree t Mill Stree t 101 Project Site 1 2 3 4 65 7 8 Mill Stree t S S t a t e S t r e e t Gobbi Str e e t Talmage Road Washington Avenue Hastings Avenue A i r p o r t P a r k B o u l e v a r d Hasting s F r o n t a g e R o ad W a u g h L a n e 9 Comm erce Drive BabcockBabcockLaneLaneBabcockLane A i r p o r t R o a d A i r p o r t R o a d A i r p o r t R o a d 10 Baseline Traffic Volumes Figure 4 059uki.ai 6/12 LEGEND xx (xx) A.M. Peak Hour Volume Study Intersection P.M. Peak Hour Volume City of Ukiah North Not to Scale Costco DEIR Traffic & Circulation Report 45 ( 8 2 ) 26 ( 5 8 ) 38 (85) 541(700) (88) 41 (698)349 5 28(73) 21(50) 1 (4) (94)56 (79)54 (88)74 ( 9 1 ) 3 8 (2 8 0 ) 1 3 9 ( 8 ) 5 71 ( 7 9 ) 18 6 ( 1 9 8 ) 36 ( 6 6 ) 10 20 (18) 355(404) 4 (8) (49) 23 (431)289 (26) 9 (2 7 ) 1 6 ( 5 ) 3 ( 8 ) 8 26 ( 2 7 ) 4 ( 4 ) 25 ( 3 1 ) 9 8 285(297) (444)277 (1 1 4 ) 8 5 ( 5 4 ) 3 0 9 (7) 65(70) 2 (11) (57)41 (69)67 (64)59 ( 3 6 ) 4 4 (7 0 0 ) 4 1 4 ( 1 0 ) 7 22 ( 3 8 ) 31 2 ( 6 5 3 ) 8 ( 8 ) 1 65(49) 49(45) 43(83) (152)181 (58)116 (26) 50 ( 3 3 ) 3 4 (4 9 4 ) 4 9 7 ( 7 9 ) 4 8 15 8 ( 1 4 0 ) 48 2 ( 5 3 7 ) 57 ( 7 6 ) 4 46 (60) 230(192) 99 (196) (87) 61 (219)203 (52) 54 ( 7 6 ) 3 4 (5 8 1 ) 4 2 7 (1 2 5 ) 8 9 23 ( 4 3 ) 32 5 ( 6 2 4 ) 51 ( 1 0 8 ) 2 15 (14) 475(486) 262(398) (14) 8 (410)248 (259)101 (2 2 3 ) 1 1 5 ( 0 ) 0 (4 9 1 ) 2 1 2 17 ( 2 4 ) 30 ( 4 7 ) 9 ( 1 3 ) 6 26 8 ( 4 0 7 ) 21 5 ( 3 0 1 ) 237(258) 306(310) (3 8 6 ) 3 0 7 (2 5 3 ) 1 8 0 3 329(382) (872)429 (93) 63 (1 8 6 ) 1 4 1 42 6 ( 5 5 5 ) 7 YIELD Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 22 Table 6 Summary of Baseline Level of Service Calculations Intersection AM Peak Hour PM Peak Hour Minor Approach Delay LOS Delay LOS 1. South State St/Mill St 9.2 A 12.0 B 2. South State St/Gobbi St 25.0 C 37.1 D 3. South State St/Talmage Rd 23.2 C 32.0 C 4. South State St/Hastings Ave* 34.0 C 24.6 C 5. Talmage Rd/Waugh Ln 1.3 A 2.6 A Southbound Approach 14.4 B 25.4 D 6. Talmage Rd/Airport Park Blvd 19.2 B 28.9 C With Two WB Left-Turn Lanes 22.1 C 27.7 C 7. Talmage Rd/US 101 Southbound Off-Ramp 7.9 A 17.2 C Southbound Right-Turn 20.4 C 49.1 E Northbound Right-Turn 12.8 B 37.5 E Interchange Alternative – (Traffic Signal) 21.0 C 22.6 C 8. Talmage Rd/US 101 Northbound Off-Ramp 2.3 A 3.3 A Northbound Approach 13.6 B 17.9 C 9. Talmage Rd/Hastings Frontage Rd 2.1 A 3.2 A Northbound Approach 16.8 C 26.9 D Southbound Approach 15.5 C 22.9 C 10. Airport Park Blvd/Commerce Dr* 5.8 A 6.8 A US 101 Freeway Segments Northbound Southbound PM Peak Hour Vp LOS Vp LOS North of Talmage Rd-SR 222 718 B 716 B South of Talmage Rd-SR 222 380 A 375 A Notes: Delay is in average seconds per vehicle; LOS = Level of Service; * = Includes planned improvements; Vp = Service flow rate, measured in passenger cars per hour per lane Interchange Area Queuing Under Baseline p.m. peak hour conditions, the projected maximum queues between intersections and in turn pockets near the Talmage Road interchange can be accommodated within the available storage except at two locations. The westbound Talmage Road left-turn lanes at Airport Park Boulevard are projected to have maximum queues that extend beyond the available storage. Also, the US 101 Southbound Off-Ramp at Talmage Road is projected to have maximum queues that extend well beyond the available storage. A summary of the Baseline p.m. peak hour queues is presented in Table 7. Copies of the SIMTRAFFIC Queuing Projections are contained in Appendix A. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 23 Table 7 PM Peak Hour Queues Near Talmage Road-SR 222 Interchange – Baseline Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R 6. Talmage Rd/Airport Park Blvd Available Storage 250 - 250 50 - 165 50 400 400 175 500 500 Maximum Queue 97 - 149 19 - 78 50 233 215 209 82 62 With Two WB Left-Turn Lanes Available Storage 250 - 250 50 - 165 50 400 400 285 285 285 Maximum Queue 120 - 104 35 - 91 26 192 176 182 146 101 7. Talmage Rd/US 101 SB Off-Ramp Available Storage - - 1840 - - 600 - - 270 50 - - Maximum Queue - - 104 - - 1078 - - 0 31 - - Interchange Alternative – (Traffic Signal) Available Storage 900 - 900 - - - - 285 285 260 940 - Maximum Queue 257 - 102 - - - - 251 236 44 135 - 8. Talmage Rd/US 101 NB Off-Ramp Available Storage 930 - - - - - - - - - - - Maximum Queue 116 - - - - - - - - - - - Notes: Maximum Queue represents the actual maximum queues that develop within SIMTRAFFIC (values represent the average of 6 SIMTRAFFIC runs); All distances are measured in feet; Bold = movements where queues exceed available storage Finding A: Under Baseline conditions, unacceptable queuing is expected to occur in the westbound left- turn lane at Talmage Road/Airport Park Boulevard. Recommendation A: Two left-turn lanes approach should be installed on the westbound Talmage Road approach to Airport Park Boulevard. In order to operate acceptably, these improvements need to be accompanied by the improvements involving the southbound off-ramp previously discussed. Finding B: Under Baseline conditions, traffic volumes and operations contribute to inadequate queuing storage in the southbound approach of the freeway off-ramp at the intersection of Talmage Road/US 101 Southbound Off-Ramp. The Peak Hour Volume traffic signal warrant would be met Recommendation B: Implementation of the Talmage Road Interchange Improvements previously discussed will result in acceptable queuing conditions at Talmage Road/US 101 Southbound Off- Ramp. Freeway Conditions The segments of US 101 both to the north and to the south of Talmage Road (SR 222) are projected to operate acceptably at LOS A or B under Baseline Conditions. The LOS results are summarized in Table 6 and calculation sheets are provided in Appendix C. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 24 Future Background Traffic Projections The Ukiah Valley Area Plan (UVAP) travel demand forecasting model was used as the basis for the Future 2030 traffic conditions. Based on discussions and direction from MCOG staff, the “2030 No Project with 2007 Network (no improvements)” scenario was used as the basis for determining future traffic projections. The 2030 No Project with improvements presumes the completion of certain road projects that are not all funded or universally agreed-upon. Therefore, the Existing Network condition was selected since it represents a worst-case scenario. The City provided a land use inventory for the area bounded by Talmage Road, US 101 and the airport property. This data indicated that there is currently 640,418 square feet of developed floor space and 464,872 square feet of potential development floor space in the Redwood Business Park area. These estimates by the City were based on actual development and the current lot coverage applied to the vacant parcels. In examining the UVAP model land use assumptions, it was determined that the model included an estimated 797,000 square feet of developed floor space for the base condition (2007) and 569,000 square feet of potential development in the subject area. These estimates were based on the full zoning of all the parcels in the business park possibly without consideration for constraints such as parking requirements, landscaping, setbacks, etc. Therefore, the UVAP model may have overestimated traffic volume increases generated within the Redwood Business Park area by approximately 22 percent. For the purpose of this study, the Future background traffic volumes were adjusted to create a condition where the Costco project site was vacant. Therefore, trips which were assumed to be generated by the site in the UVAP model were removed from the Future volumes. It should also be noted that the previously proposed Walmart expansion was not included in these Future Traffic projections. Two conditions were considered for the future analysis: • “Future with Current Redwood Business Park Growth” – This future scenario is consistent with the City’s estimates and presumes that all vacant parcels will be developed with a lot coverage ratio similar to other development in the business park. • “Future with Fully Zoned Redwood Business Park” – This scenario is consistent with the assumption from the UVAP model and includes the full development potential for the remaining undeveloped parcels. Based on historical trends and constraints including parking requirements, landscaping, building setbacks, etc, the City has determined that the remaining parcels are likely to be developed with intensities similar to or lower than the current uses. Since the traffic analysis includes other layers of conservative assumptions, including the project trip generation, it was determined that the “Future with Fully Zoned Redwood Business Park” scenario would result in unrealistically high traffic volumes. Also, based on earlier sensitivity analyses, both of these scenarios are going to require similar mitigation measures at the Talmage Road interchange. Therefore, based on discussions of these issues with City staff, only the “Future with Current Redwood Business Park Growth” scenario, which is referred to as “Future” was presented for this traffic study. Future Conditions The following process was used to estimate intersection turning movement projections for the Future scenarios while also considering the overestimate of land use by the UVAP model: • Future growth in traffic was determined by taking the difference between the UVAP 2030 condition and the 2007 base year on a link segment basis. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 25 • The growth increment was converted to intersection turning movements using the existing turning movements as a guideline for the distribution of traffic. • The growth increment turning movements were then reduced by an appropriate volume of traffic to reflect the City’s lower estimate of 464,872 square feet of potential development in the Redwood Business Park compared with the UVAP model estimate. • The adjusted growth increment volumes were then added back to the existing turning movements to represent the Future conditions. Intersection Traffic Volumes The applied Future traffic volumes are shown in Figure 5. Future Intersection Lane Configurations The future 2030 lane configurations were assumed to be the same as Existing conditions. Conditions with the planned intersection improvements were also evaluated. Freeway Volumes Future traffic volume projections for US 101 were obtained from the UVAP model. Future Traffic Operations Intersection Conditions With Future traffic volumes, all of the study intersections are projected to continue operating at acceptable levels of service. A summary of the Future Level of Service results is presented in Table 8. As shown in Table 8, conditions for intersection #4, South State Street/Hastings Avenue-Airport Road, and intersection #10, Airport Park Boulevard/Commerce Drive, include the City’s planned improvements. Although the Southbound US 101 Off-Ramp at Talmage Road was identified as having individual movements that would operate at LOS F, the overall intersection is expected to operate acceptably at LOS B or C. Comm erce Drive W a u g h L a n e L a n e Hasting s F r o n t a g e R o ad A i r p o r t P a r k B o u l e v a r d Washington AvenueWashington Avenue Hastings AvenueHastings Avenue Talmage RoadTalmage Road Gobbi Str e e t Gobbi Str e e t S S t a t e S t r e e t S S t a t e S t r e e t Mill Stree t Mill Stree t 101 Project Site 1 2 3 4 65 7 8 Mill Stree t S S t a t e S t r e e t Gobbi Str e e t Talmage Road Washington Avenue Hastings Avenue A i r p o r t P a r k B o u l e v a r d Hasting s F r o n t a g e R o ad W a u g h L a n e 9 Comm erce Drive BabcockBabcockLaneLaneBabcockLane A i r p o r t R o a d A i r p o r t R o a d A i r p o r t R o a d 10 Future Traffic Volumes Figure 5 059uki.ai 6/12 LEGEND xx (xx) A.M. Peak Hour Volume Study Intersection P.M. Peak Hour Volume City of Ukiah North Not to Scale Costco DEIR Traffic & Circulation Report 45 ( 8 2 ) 24 ( 7 4 ) 53 (84) 513(752) (88) 46 (732)385 5 28(75) 21(50) 1 (4) (87) 72 (79) 54 (47)109 ( 3 6 ) 3 7 (4 1 6 ) 1 2 3 ( 8 ) 5 11 7 ( 7 9 ) 26 5 ( 2 8 3 ) 36 ( 6 6 ) 10 20 (18) 430(440) 2 (2) (47) 21 (463)285 (21) 9 (2 4 ) 1 9 ( 3 ) 2 ( 2 ) 6 25 ( 3 0 ) 3 ( 2 ) 25 ( 3 8 ) 9 8 304(273) (471)264 (1 1 6 ) 9 7 ( 4 5 ) 3 5 9 (7) 65(70) 0 (8) (58)52 (69)67 (42)48 ( 2 0 ) 3 6 (8 3 2 ) 5 5 1 ( 7 ) 6 23 ( 4 7 ) 43 0 ( 7 3 4 ) 8 ( 8 ) 1 66(14) 53(58) 47(130) (159)181 (79)205 (31) 50 ( 3 7 ) 3 4 (6 1 2 ) 6 1 5 (1 2 3 ) 1 2 6 16 0 ( 1 4 0 ) 53 2 ( 5 8 9 ) 10 3 ( 4 3 ) 4 46 (60) 231(214) 92 (185) (112)115 (232)211 (68) 91 (1 3 6 ) 3 4 (6 7 4 ) 4 9 3 (1 2 1 ) 8 3 32 ( 6 0 ) 42 4 ( 6 7 1 ) 51 ( 1 0 8 ) 2 15 (14) 494(491) 355(397) (14) 8 (417)259 (309)112 (2 8 3 ) 1 0 6 ( 0 ) 0 (5 9 7 ) 2 0 6 17 ( 2 4 ) 30 ( 4 7 ) 9 ( 1 3 ) 6 36 1 ( 4 1 0 ) 22 5 ( 3 2 1 ) 211(309) 310(319) (4 5 2 ) 3 8 8 (2 6 6 ) 2 1 5 3 404(391) (921)436 (138) 62 (1 9 6 ) 1 3 7 49 6 ( 5 6 9 ) 7 YIELD Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 27 Table 8 Summary of Future LOS Calculations Intersection AM Peak Hour PM Peak Hour Minor Approach Delay LOS Delay LOS 1. South State St/Mill St 10.4 B 13.0 B 2. South State St/Gobbi St 25.5 C 42.8 D 3. South State St/Talmage Rd 24.4 C 28.9 C 4. South State St/Hastings Avenue* 47.0 D 25.0 C 5. Talmage Rd/Waugh Ln 1.3 A 3.0 A Southbound Approach 13.6 B 29.2 D 6. Talmage Rd/Airport Park Blvd 19.2 C 29.2 C With Two WB Left-Turn Lanes 25.5 C 29.1 C 7. Talmage Rd/US 101 SB Off-Ramp 12.1 B 16.8 C Southbound Right-Turn 32.5 D 46.9 E Northbound Right-Turn 12.6 B 41.8 E Interchange Alternative – (Traffic Signal) 15.1 B 23.9 C 8. Talmage Rd/US 101 NB Off-Ramp 2.6 A 3.1 A Northbound Approach 13.6 B 17.6 C 9. Talmage Rd/Hastings Frontage Rd 1.9 A 2.9 A Northbound Approach 17.7 C 28.7 D Southbound Approach 16.1 C 23.8 C 10. Airport Park Blvd/Commerce Dr* 6.3 A 6.4 A US 101 Freeway Segments Northbound Southbound PM Peak Hour Vp LOS Vp LOS North of Talmage Rd-SR 222 696 A 949 B South of Talmage Rd-SR 222 541 A 616 A Notes: Delay is in average seconds per vehicle; LOS = Level of Service; * = Includes planned improvements; Vp = Service flow rate, measured in passenger cars per hour per lane Interchange Area Queuing Under Future p.m. peak hour conditions, the projected maximum queues between intersections and in turn pockets near the Talmage Road interchange can be accommodated within the available storage except at two locations. The westbound Talmage Road left-turn lanes at Airport Park Boulevard are both projected to have maximum queues that extend beyond the available storage. Also, the US 101 Southbound Off-Ramp at Talmage Road is projected to have maximum queues that extend well beyond the available storage. A summary of the Future p.m. peak hour queues is presented in Table 9. Copies of the SIMTRAFFIC Queuing Projections are contained in Appendix A. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 28 Table 9 PM Peak Hour Queues Near Talmage Road-SR 222 Interchange – Future Conditions Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R 6. Talmage Rd/Airport Park Blvd Available Storage 250 - 250 50 - 165 50 400 400 175 500 500 Maximum Queue 113 - 235 43 - 72 22 291 266 184 98 63 With Two WB Left-Turn Lanes Available Storage 250 - 250 50 - 165 50 400 400 285 285 285 Maximum Queue 156 - 236 35 - 78 30 261 286 191 199 148 7. Talmage Rd/US 101 SB Off-Ramp Available Storage - - 1840 - - 600 - - 270 50 - - Maximum Queue - - 228 - - 1161 - - 4 26 - - Interchange Alternative – (Traffic Signal) Available Storage 900 - 900 - - - - 285 285 260 940 - Maximum Queue 248 - 113 - - - - 259 256 40 136 - 8. Talmage Rd/US 101 NB Off-Ramp Available Storage 930 - - - - - - - - - - - Maximum Queue 59 - - - - - - - - - - - Notes: Maximum Queue represents the actual maximum queues that develop within SIMTRAFFIC (values represent the average of 6 SIMTRAFFIC runs); All distances are measured in feet Bold = movements where queues exceed available storage Finding C: Under Future conditions, unacceptable queuing is expected to occur in the westbound left- turn lane at Talmage Road/Airport Park Boulevard. Recommendation C: See Recommendation A. Finding D: Under Future conditions, traffic volumes and operations contribute to inadequate queuing storage in the southbound approach of the freeway off-ramp at the intersection of Talmage Road/US 101 Southbound Off-Ramp. The Peak Hour Volume traffic signal warrant would be met. Recommendation D: Implementation of the realignment and signalization of the intersection would result in acceptable queuing conditions at Talmage Road/US 101 Southbound Off-Ramp. Freeway Conditions The segments of US 101 both to the north and to the south of Talmage Road (SR 222) are projected to operate acceptably at LOS A or B under Future Conditions. The LOS results are summarized in Table 8 and calculation sheets are provided in Appendix C. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 29 Project Impact Analysis Significance Criteria The applied thresholds of significance for impacts associated with the proposed development are based on those included in the City of Ukiah’s General Plan, Caltrans Guide for the Preparation of Traffic Impact Studies as well as criteria contained in the California Environmental Quality Act (CEQA) Guidelines. The Project would create a significant circulation impact if it would: • The Ukiah Valley General Plan and Growth Management Program (1995) establishes the criteria for acceptable operation. Policy CT-16.2 states that, “LOS D is the minimum acceptable LOS for state highways, freeways, expressways, arterials and collectors.” All of the study intersections fall under this criterion. Based on discussions with the City of Ukiah it was determined that the level of service standard of LOS D would be applied to the overall intersection operation of stop-controlled intersections rather than individual movements or approaches of an intersection. • Caltrans maintains a target LOS at the transition between LOS C and LOS D for freeway facilities, which translates to a service flow rate of approximately 1,680 passenger cars per hour per lane. Where an existing freeway segment is operating at less than the LOS C/D threshold the existing “measure of effectiveness” should be maintained. In determining whether a project would create an adverse impact to a freeway facility already operating at LOS E or F, the forecast service flow rate was compared to ideal freeway capacity to establish a theoretical volume-to-capacity (v/c) ratio. A significant cumulative impact was considered to occur if a project would increase the freeway v/c ratio on a facility already operating at LOS E or F by 0.01 or more. • Conflict with an applicable plan, ordinance or policy establishing measures of effectiveness for the performance of the circulation system, taking into account all modes of transportation including mass transit and non-motorized travel and relevant components of the circulation system, including but not limited to intersections, streets, highways and freeways, pedestrian and bicycle paths, and mass transit; • Conflict with an applicable congestion management program, including, but not limited to level of service standards and travel demand measures, or other standards established by the county congestion management agency for designated roads or highways; • Result in a change in air traffic patterns, including either an increase in traffic levels or a change in location that results in substantial safety risks; • Substantially increase hazards due to a design feature (e.g., sharp curves or dangerous intersections) An example of a safety risk may be a lane or lanes queuing back from an intersection into the next controlled intersection or mainline freeway or freeway ramp facility or exceeding the available storage length of a left-turn pocket ; • Result in inadequate emergency access; or • Conflict with adopted policies, plans, or programs regarding public transit, bicycle, or pedestrian facilities, or otherwise decrease the performance or safety of such facilities. Project Description The proposed project would consist of a new 148,000 square foot Costco Wholesale warehouse with a tire center, a food court and a Costco fuel station that includes 16 fueling stations with the potential to Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 30 expand to 20 fueling stations. Per the project applicant’s request, the trip generation evaluation is based on a 148,000 square foot warehouse and 20 fueling stations. The 15.33-acre project site is currently vacant and is located on the east side of Airport Park Boulevard between the existing Ken Fowler Auto Center and the Mendocino Brewing Company. As proposed, 643 parking stalls will be provided. The project site plan is shown in Figure 6. Project Trip Generation The estimate of new project generated vehicle trips was based on traffic surveys gathered at three Costco stores in similar market areas, all of which include Costco fueling stations. This information was provided by Kittleson & Associates and is included in Appendix D. The p.m. peak hour trip generation rate for the proposed Costco project was based on the average p.m. peak hour rate of the three representative Costco sites. Since the data for these representative sites did not include daily or a.m. peak hour trip generation information, rates for these periods were obtained using a ratio between this custom average rate and the average rates for Discount Club uses (Land Use Code 857) published by the Institute of Transportation Engineers (ITE) in Trip Generation, 8th Edition, 2008. It should be noted that the surveyed trip generation rates include traffic associated with only a 12- position fueling station, while the project is proposing a potential for expanding to 20 fueling positions. Therefore, potential trips associated with the eight additional fueling stations were added to the overall trips by applying the average rate for Gas Stations (Land Use Code 944) published by the Institute of Transportation Engineers (ITE) in Trip Generation, 8th Edition, 2008. A summary of the surveyed Costco sites as well as the p.m. peak hour trips and associated trip rates are shown in Table 10. Table 10 Existing Costco Sizes and PM Peak Hour Trips/Rates Costco Location Total Store Size PM Peak Hour Trips PM Peak Hour Trip Rate (trips per 1,000 square feet) Turlock, California 136,778 910 6.65 Eureka, California 121,202 877 7.24 Carson City, Nevada 148,663 948 6.38 Average 135,548 912 6.76 As shown in Table 11, the project’s total trip generation is projected to be 11,204 new trips per weekday. Of these, 144 are expected during the a.m. peak hour, and 700 are expected during the p.m. peak hour. Table 11 Proposed Costco Trip Generation Summary Land Use Size Daily AM Peak Hour PM Peak Hour Rate Trips Rate Trips In Out Rate Trips In Out Costco w/ 12 vfp Gas Station 148 ksf 66.6 9,856 0.89 132 94 38 6.76 1,000 491 509 Additional Gas Positions 8 vfp 168.56 1,348 12.16 97 50 47 13.87 111 55 56 Sub-total 11,204 229 144 85 1,111 546 565 Pass-by Trips n/a 37% -85 -53 -32 37% -411 -202 -209 Total Trips 11,204 144 91 53 700 344 356 Note: vfp = vehicle fueling positions; ksf = thousand square feet Site Plan Figure 6 059uki.ai 2/12 City of Ukiah North Not to Scale Costco DEIR Traffic & Circulation Report SOURCE: David Babcock & Associates, 2011; and ESA, 2011 Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 32 Saturday Trips The project is expected to generate 8,708 net new trips per weekend day, which is less than the 11,204 weekday trips. However, while the project would generate approximately 907 net new trips during the Saturday peak hour, which is more than the weekday peak hour trip generation of 700 trips, existing traffic volumes during the Saturday peak were approximately 31 percent lower than those during the weekday p.m. peak hour. In order to ensure that there were not unidentified impacts during the Saturday peak, these conditions were evaluated and these results are presented in another section. Pass-by Trips Some portion of traffic associated with commercial uses is typically drawn from existing traffic on nearby streets. These vehicle trips are not considered "new," but are instead comprised of drivers who are already driving on the adjacent street and choose to make an interim stop. These types of trips are referred to as “pass-by.” Based on trip type data collected at Costco sites throughout the country that is included in Appendix D, an average pass-by trip percentage of 37 percent is experienced during both the a.m. and p.m. peak periods. These pass-by trips were assumed to be attracted from both Talmage Road as well as traffic on Airport Park Boulevard. Project Trip Distribution Based on the population densities for the market area provided from the market study completed for the Costco project, the distribution of project traffic was determined. The distribution assumptions shown in Table 12 were used to assign the project vehicle generated trips throughout the surrounding circulation system. Table 12 Trip Distribution Origin/Destination Distribution Percentage US 101 north of Talmage Rd 34 US 101 south of Talmage Rd 8 South State St north of Mill St 22 South State St south of Hastings Ave 5 Washington Ave west of South State St 2 Gobbi St west of South State St 7 Mill St west of South State St 7 Gobbi Street east of South State St 5 Babcock Ln north of Talmage Rd 1 Mill St east of South State St 1 Waugh Ln north of Talmage Rd 1 Talmage Rd east of Hastings Frontage Rd 7 TOTAL 100 Since through traffic is prohibited on the northbound approach at the intersection of Talmage Road/Airport Park Boulevard, trips exiting the project site destined for the residential neighborhoods north of Talmage Road were distributed to this area via Waugh Lane, South State Street and Gobbi Street. Although southbound through traffic is permitted at the intersection of Talmage Road/Airport Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 33 Park Boulevard, inbound project related trips from this residential neighborhood were distributed to the project site via alternative routes. If traffic volumes had been assigned via the southbound approach from the neighborhood, the resulting traffic volume increase on this approach would not have been significantly different. It is likely that some vehicle trips would be made between the proposed project and surrounding uses such as Walmart, Staples and FoodMaxx. Because quantifying the proportion of these types of linked trips would be difficult and subject to change over time, the traffic analysis is conservative in that it includes no deductions, so all trips were assumed to be arriving from and destined to areas beyond the immediate vicinity. The Project-Only traffic volumes resulting from the applied trip generation and distribution estimates are presented in Figure 7. These traffic volumes present the potential increase in traffic that would be generated by the proposed project, including turning movements associated with pass-by trips coming from Talmage Road and Airport Park Boulevard. Potential traffic impacts associated with the proposed project were determined by adding these project-generated trips to the established existing, baseline and future traffic volumes described above, and the resulting changes considered in light of the applied significance criteria. Existing plus Project Traffic Impacts Intersection Conditions With Existing plus Project traffic volumes, all of the study intersections are expected to continue operating at acceptable levels of service during both peak periods, except intersection #6, Talmage Road/Airport Park Boulevard, which is expected to operate at LOS E overall during the p.m. peak hour. Existing plus Project traffic operation at the study intersections is summarized in Table 13. These conditions do not include any of the planned improvements. Comm erce Drive W a u g h L a n e L a n e Hasting s F r o n t a g e R o ad A i r p o r t P a r k B o u l e v a r d Washington AvenueWashington Avenue Hastings AvenueHastings Avenue Talmage RoadTalmage Road Gobbi Str e e t Gobbi Str e e t S S t a t e S t r e e t S S t a t e S t r e e t Mill Stree t Mill Stree t 101 Project Site 1 2 3 4 65 7 8 Mill Stree t S S t a t e S t r e e t Gobbi Str e e t Talmage Road Washington Avenue Hastings Avenue A i r p o r t P a r k B o u l e v a r d Hasting s F r o n t a g e R o ad W a u g h L a n e 9 Comm erce Drive BabcockBabcockLaneLaneBabcockLane A i r p o r t R o a d A i r p o r t R o a d A i r p o r t R o a d 10 Project Traffic Volumes Figure 7 LEGEND xx (xx) A.M. Peak Hour Volume Study Intersection P.M. Peak Hour Volume City of Ukiah North Not to Scale 059uki.ai 6/12 Costco DEIR Traffic & Circulation Report 0( 0 ) 1( 3 ) 1(4) 6(39) (0) 0 (38)10 5 -1(-6) 0 (0) 1 (6) (-7) -2 (0) 0 (137)37 (1 4 3 ) 2 2 (3 7 3 ) 5 6 ( 6 ) 1 -3 ( - 7 ) 94 ( 3 5 9 ) -2 ( - 6 ) 10 0(0) 6(24) 0(0) (4)1 (25)4 (0)0 (0 ) 0 (0 ) 0 (0 ) 0 1( 3 ) 0( 0 ) 0( 0 ) 9 0(0) 0(0) 1(3) (0)0 (0)0 (24)6 (2 5 ) 4 (7 9 ) 1 2 ( 4 ) 1 0 ( 0 ) 20 ( 7 5 ) 0 ( 0 ) 1 16(111) 1 (7) 3 (18) (0)0 (7)2 (0)0 ( 0 ) 0 ( 0 ) 0 (1 7 ) 5 0 ( 1 0 6 ) 0 ( 0 ) 28 ( 0 ) 4 0(0) 0(0) 5(17) (0)0 (0)0 (24)6 ( 2 5 ) 4 (1 0 7 ) 1 6 ( 1 8 ) 3 0 ( 0 ) 27 ( 1 0 3 ) 0 ( 0 ) 2 0 (0) -18(-44) 63 (217) (0) 0 (-36) -9 (77)20 ( 8 9 ) 1 7 ( 0 ) 0 (2 1 7 ) 3 2 0( 0 ) 0( 0 ) 0( 0 ) 6 28 ( 1 0 6 ) 10 ( 3 8 ) 6(39) 0(0) (1 1 1 ) 1 6 ( 0 ) 0 3 8 0(0) 7(27) (29) 4 (121)18 (2 7 ) 7 ( 0 ) 0 15(55) 0 (0) (150)22 (29) 4 (0 ) 0 31 ( 1 1 7 ) 7 YIELD Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 35 Table 13 Summary of Existing plus Project Level of Service Calculations Intersection AM Peak Hour PM Peak Hour Minor Approach Delay LOS Delay LOS 1. South State St/Mill St 9.3 A 14.0 B 2. South State St/Gobbi St 25.2 C 43.0 D 3. South State St/Talmage Rd 23.7 C 39.1 D 4. South State St/Hastings Ave 41 D 54.1 D 5. Talmage Rd/Waugh Ln 1.3 A 2.8 A Southbound Approach 14.5 B 27.8 D 6. Talmage Rd/Airport Park Blvd 20.5 C 62.7 E Mitigation – Two WB Left-Turn Lanes 23.4 C 33.1 C 7. Talmage Rd/US 101 SB Off-Ramp 9.2 A 39.6 D Southbound Right-Turn 24.9 C 122.1 F Northbound Right-Turn 12.9 B 57.8 F Mitigation Alternative – (Traffic Signal) 21.2 C 27.7 C 8. Talmage Rd/US 101 NB Off-Ramp 2.4 A 4.0 A Northbound Approach 13.7 B 20.6 C 9. Talmage Rd/Hastings Frontage Rd 1.9 A 2.7 A Northbound Approach 16.5 C 27.5 D Southbound Approach 15.2 C 22.3 C 10. Airport Park Blvd/Commerce Dr 10.2 B 27.0 D US 101 Freeway Segments Northbound Southbound PM Peak Hour Vp LOS Vp LOS North of Talmage Rd-SR 222 767 B 758 B South of Talmage Rd-SR 222 386 A 383 A Notes: Delay is in average seconds per vehicle; LOS = Level of Service; Bold = Deficient level of service; Shaded Cells = Mitigation measures; Vp = Service flow rate, measured in passenger cars per hour per lane Impact 1: Under Existing plus Project conditions, the intersection of Talmage Road/Airport Park Boulevard is expected to operate unacceptably at LOS E during the p.m. peak period. This is considered a Significant Impact. Mitigation Measure 1: Two left-turn lanes on should be installed the westbound Talmage Road approach to Talmage Road/Airport Park Boulevard. In order to operate acceptably, these improvements need to be accompanied by the improvements involving the southbound off-ramp. Prior to issuance of building permits, the project applicant shall provide proportional-share payments to the City of Ukiah for planned and recommended improvements. Significance after Mitigation: Implementation of the recommended improvements at Talmage Road/ Airport Park Boulevard would result in acceptable operating conditions during both the a.m. and p.m. peak hours. Interchange Area Queuing Under Existing plus Project p.m. peak hour conditions, the projected maximum queues between intersections and in turn pockets near the Talmage Road interchange can be accommodated within the Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 36 available storage except at two location. The westbound Talmage Road left-turn lanes at Airport Park Boulevard are both projected to have maximum queues that extend beyond the available storage. Also, the US 101 Southbound Off-Ramp at Talmage Road is anticipated to have maximum queues that extend beyond the available storage. The northbound right-turn queue on Airport Park Boulevard at Talmage Road was found to extend beyond the adjacent driveway, but since this is a not a signalized intersection, the impact is considered to less than significant. A summary of the Existing plus Project p.m. peak hour queues is presented in Table 14. Copies of the SIMTRAFFIC Queuing Projections are contained in Appendix A. Table 14 PM Peak Hour Queues Near Talmage Road-SR 222 Interchange – Existing plus Project Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R 6. Talmage Rd/Airport Park Blvd Available Storage 250 - 250 50 - 165 50 400 400 175 500 500 Maximum Queue 137 - 262* 36 - 80 23 255 235 252 185 77 Mitigation – Two WB Left-Turn Lanes Available Storage 250 - 250 50 - 165 50 400 400 285 285 285 Maximum Queue 119 - 261 21 - 72 27 165 192 187 146 114 7. Talmage Rd/US 101 SB Off-Ramp Available Storage - - 1840 - - 600 - - 270 50 - - Maximum Queue - - 163 - - 1037 - - 4 23 - - Mitigation Alternative – (Traffic Signal) Available Storage 900 - 900 - - - - 285 285 260 940 - Maximum Queue 441 - 94 - - - - 227 253 42 150 - 8. Talmage Rd/US 101 NB Off-Ramp Available Storage 930 - - - - - - - - - - - Maximum Queue 79 - - - - - - - - - - - Notes: Maximum Queue represents the actual maximum queues that develop within SIMTRAFFIC (values represent the average of 6 SIMTRAFFIC runs); All distances are measured in feet; Bold = movements where queues exceed available storage; Shaded Cells = mitigation options * Queue is not considered significant since it does not extend into a controlled intersection. Impact 2: Under Existing plus Project conditions, unacceptable queuing is expected to occur in the westbound left-turn lane at Talmage Road/Airport Park Boulevard. This is considered a Significant Impact. Mitigation Measure 2: See Mitigation Measure 1. Significance after Mitigation: Implementation of the recommended improvements at Talmage Road/ Airport Park Boulevard would result in acceptable queuing conditions during both the a.m. and p.m. peak hours. Impact 3: Under Existing plus Project conditions, traffic associated with the proposed project would contribute to inadequate queuing storage in the southbound approach of the freeway off-ramp at the Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 37 intersection of Talmage Road/US 101 Southbound Off-Ramp. The Peak Hour Volume traffic signal warrant would be met. This is considered a Significant Impact. Mitigation Measure 3: Implementation of either interchange modification would result in acceptable queuing conditions at Talmage Road/US 101 Southbound Off-Ramp. Significance after Mitigation: Interchange modifications would result in acceptable queuing conditions during both the a.m. and p.m. peak hours. Freeway Conditions The segments of US 101 both to the north and to the south of Talmage Road (SR 222) are expected to operate acceptably at LOS A or B under Existing plus Project Conditions. The LOS results are summarized in Table 13 and calculation sheets are provided in Appendix C. Baseline plus Project Traffic Impacts Intersection Conditions With Baseline plus Project traffic volumes, all of the study intersections are expected to continue operating at acceptable levels of service during both peak periods, except intersection #6, Talmage Road/Airport Park Boulevard, which is expected to operate at LOS E overall, and #7, Talmage Road/US 101 Southbound Off-Ramp would operate at LOS F, both during the p.m. peak hour. Baseline plus Project traffic operation at the study intersections is summarized in Table 15. As shown in Table 15, conditions for intersection #4, South State Street/Hastings Avenue-Airport Road, and intersection #10, Airport Park Boulevard/Commerce Drive, include the City’s planned improvements. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 38 Table 15 Summary of Baseline plus Project Level of Service Calculations Intersection AM Peak Hour PM Peak Hour Minor Approach Delay LOS Delay LOS 1. South State St/Mill St 9.3 A 14.8 B 2. South State St/Gobbi St 25.4 C 45.1 D 3. South State St/Talmage Rd 24.5 C 42.8 C 4. South State St/Hastings Ave* 41.8 D 35.9 D 5. Talmage Rd/Waugh Ln 1.3 A 2.8 A Southbound Approach 14.6 B 28.7 D 6. Talmage Rd/Airport Park Blvd 20.7 C 73.5 E Mitigation – Two WB Left-Turn Lanes 23.8 C 37.3 D 7. Talmage Rd/US 101 SB Off-Ramp 10.2 A 52.9 F Southbound Right-Turn 27.9 C 163.7 F Northbound Right-Turn 13.2 B 75.3 F Mitigation Alternative – (Traffic Signal) 21.3 C 32.1 C 8. Talmage Rd/US 101 NB Off-Ramp 2.5 A 4.6 A Northbound Approach 14.0 B 23.2 C 9. Talmage Rd/Hastings Frontage Rd 2.1 A 3.4 A Northbound Approach 17.0 C 30.2 D Southbound Approach 15.6 C 24.7 C 10. Airport Park Blvd/Commerce Dr* 5.8 A 11.6 B US 101 Freeway Segments Northbound Southbound PM Peak Hour Vp LOS Vp LOS North of Talmage Rd-SR 222 785 B 780 B South of Talmage Rd-SR 222 396 A 391 A Notes: Delay is in average seconds per vehicle; LOS = Level of Service; * = Includes planned improvements; Bold = Deficient level of service; Shaded Cells = Mitigation measures; Vp = Service flow rate, measured in passenger cars per hour per lane Impact 4: Under Baseline plus Project conditions, the intersections of Talmage Road/Airport Park Boulevard and Talmage Road/US 101 Southbound Off-Ramp are expected to operate unacceptably at LOS E and LOS F, respectively, both during the p.m. peak period. This is considered a Significant Impact. Mitigation Measure 4: See Mitigation Measure 1. Significance after Mitigation: Implementation of the recommended improvements at Talmage Road/ Airport Park Boulevard and the Talmage Road/US 101 Southbound Off-Ramp would result in acceptable operating conditions during both the a.m. and p.m. peak hours. Interchange Area Queuing Under Baseline plus Project p.m. peak hour conditions, the projected maximum queues between intersections and in turn pockets near the Talmage Road interchange can be accommodated within the available storage except at three locations. The northbound Airport Park Boulevard right-turn lane as well as the westbound Talmage Road left-turn lanes at the intersection of Talmage Road/ Airport Park Boulevard are expected to have maximum queues that extend beyond the available storage. Also, the Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 39 US 101 Southbound Off-Ramp at Talmage Road is anticipated to have maximum queues that extend well beyond the available storage. A summary of the Baseline plus Project p.m. peak hour queues is presented in Table 16. Copies of the SIMTRAFFIC Queuing Projections are contained in Appendix A. Table 16 PM Peak Hour Queues Near Talmage Road-SR 222 Interchange – Baseline plus Project Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R 6. Talmage Rd/Airport Park Blvd Available Storage 250 - 250 50 - 165 50 400 400 175 500 500 Maximum Queue 124 - 271 28 - 70 45 251 237 259 312 111 Mitigation – Two WB Left-Turn Lanes Available Storage 250 - 250 50 - 165 50 400 400 285 285 285 Maximum Queue 170 - 271* 24 - 83 47 177 246 254 254 133 7. Talmage Rd/US 101 SB Off-Ramp Available Storage - - 1840 - - 600 - - 270 50 - - Maximum Queue - - 242 - - 1192 - - 4 26 - - Mitigation Alternative – (Traffic Signal) Available Storage 900 - 900 - - - - 285 285 260 940 - Maximum Queue 508 - 135 - - - - 271 282 44 160 - 8. Talmage Rd/US 101 NB Off-Ramp Available Storage 930 - - - - - - - - - - - Maximum Queue 67 - - - - - - - - - - - Notes: Maximum Queue represents the actual maximum queues that develop within SIMTRAFFIC (values represent the average of 6 SIMTRAFFIC runs); All distances are measured in feet; Bold = movements where queues exceed available storage; Shaded Cells = mitigation options; * Queue is not considered significant since it does not extend into a controlled intersection. Impacts and Mitigation Impact 5: Under Baseline plus Project conditions unacceptable queuing is expected to occur in the northbound right-turn lane as well as the eastbound left-turn lanes at Talmage Road/Airport Park Boulevard. This is considered a Significant Impact. Mitigation Measure 5: See Mitigation Measure 1. Significance after Mitigation: Implementation of the recommended improvements at Talmage Road/ Airport Park Boulevard would result in acceptable queuing conditions during both the a.m. and p.m. peak hours, except in the northbound right-turn lane on Airport Park Boulevard at Talmage Road where the maximum queue is expected to extend past the available storage. However; the queues on the northbound approach would not be considered significant under the significance criteria applied because they do not extend into a controlled intersection. Impact 6: Under Baseline plus Project conditions, traffic associated with the proposed project would contribute to inadequate queuing storage in the southbound approach at the intersection of Talmage Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 40 Road/US 101 Southbound Off-Ramp. The Peak Hour Volume traffic signal warrant would be met. This is considered a Significant Impact. Mitigation Measure 6: The recommended intersection improvements would result in acceptable queuing conditions at Talmage Road/US 101 Southbound Off-Ramp. Significance after Mitigation: The off-ramp realignment and signalization would result in acceptable queuing conditions during both the a.m. and p.m. peak hours. Freeway Conditions The segments of US 101 both to the north and to the south of Talmage Road (SR 222) are expected to operate acceptably at LOS A or B under Baseline plus Project Conditions. The LOS results are summarized in Table 15 and calculation sheets are provided in Appendix C. Future plus Project Traffic Impacts Intersection Conditions With Future plus Project traffic volumes, all of the study intersections are anticipated to continue operating at acceptable levels of service during both peak periods evaluated, except for intersections #4, South State Street/Hastings Avenue-Airport Road, #6, Talmage Road/Airport Park Boulevard, and #7, Talmage Road/US 101 Southbound Off-Ramp, which are expected to operate at LOS E or worse overall during one or both peak periods evaluated. A summary of the Future plus Project traffic operation at the study intersections is provided in Table 17. As shown in Table 17, conditions for intersection #4, South State Street/Hastings Avenue-Airport Road, and intersection #10, Airport Park Boulevard/Commerce Drive, include the City’s planned improvements. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 41 Table 17 Summary of Future plus Project LOS Calculations Intersection AM Peak Hour PM Peak Hour Minor Approach Delay LOS Delay LOS 1. South State St/Mill St 10.5 B 16.6 B 2. South State St/Gobbi St 26.7 C 50.7 D 3. South State St/Talmage Rd 28.6 C 45.9 D 4. South State St/Hastings Ave* 54.7 D 68.8 E Mitigation – Eastbound Left-Turn Lane 29.2 C 31.7 C 5. Talmage Rd/Waugh Ln 1.3 A 3.3 A Southbound Approach 13.7 B 33.4 D 6. Talmage Rd/Airport Park Blvd 22.5 C 77.7 F Mitigation – Two WB Left-Turn Lanes 28.0 C 49.9 D 7. Talmage Rd/US 101 SB Off-Ramp 15.5 C 45.6 D Southbound Right-Turn 42.0 E 135.0 F Northbound Right-Turn 12.9 B 85.5 F Mitigation Alternative – (Traffic Signal) 13.2 B 24.8 C 8. Talmage Rd/US 101 NB Off-Ramp 2.7 A 4.2 A Northbound Approach 14.0 B 22.1 C 9. Talmage Rd/Hastings Frontage Rd 1.9 A 3.1 A Northbound Approach 18.0 C 31.9 D Southbound Approach 16.3 C 25.7 D 10. Airport Park Blvd/Commerce Dr* 6.6 A 9.3 B US 101 Freeway Segments Northbound Southbound PM Peak Hour Vp LOS Vp LOS North of Talmage Rd-SR 222 763 B 1014 B South of Talmage Rd-SR 222 555 A 632 A Notes: Delay is in average seconds per vehicle; LOS = Level of Service; * = Includes planned improvements; Bold = Deficient level of service; Shaded Cells = Mitigation measures; Vp = Service flow rate, measured in passenger cars per hour per lane Impact 7: Under Future plus Project conditions, the intersection of South State Street/Hastings Avenue- Airport Road is expected to operate unacceptably at LOS E during the p.m. peak period. This is considered a Significant Impact. Mitigation Measure 7: In addition to the planned left-turn lane on the westbound approach of Airport Road, a left-turn lane on the eastbound Hastings Avenue approach should be installed at South State Street/Hastings Avenue-Airport Road. Significance after Mitigation: Implementation of the planned and recommended improvements at South State Street/Hastings Avenue-Airport Road would result in acceptable operating conditions during the and p.m. peak hour. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 42 Impact 8: Under Future plus Project conditions, the intersection of Talmage Road/Airport Park Boulevard is expected to operate unacceptably at LOS F during the p.m. peak period. This is considered a Significant Impact. Mitigation Measure 8: See Mitigation Measure 1. Significance after Mitigation: Implementation of the recommended improvements at Talmage Road/ Airport Park Boulevard would result in acceptable operating conditions during both the a.m. and p.m. peak hours. Impact 9: Under Future plus Project conditions, the intersection of Talmage Road/US 101 Southbound Off-Ramp is expected to operate unacceptably at LOS E during the p.m. peak hour. The Peak Hour Volume traffic signal warrant would be met. This is considered a Significant Impact. Mitigation Measure 9: See Mitigation Measure 6. Significance after Mitigation: The off-ramp realignment and signalization would result in acceptable operating conditions during both the a.m. and p.m. peak hours. Interchange Area Queuing Under Future plus Project p.m. peak hour conditions, the projected maximum queues between intersections and in turn pockets near the Talmage Road interchange can be accommodated within the available storage except at two locations. The the westbound Talmage Road left-turn lanes at the intersection of Talmage Road/Airport Park Boulevard is expected to have maximum queues that extend beyond the available storage. Also, the US 101 Southbound Off-Ramp at Talmage Road is anticipated to have maximum queues that extend well beyond the available storage. A summary of the Future plus Project p.m. peak hour queues is presented in Table 18. Copies of the SIMTRAFFIC Queuing Projections are contained in Appendix A. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 43 Table 18 PM Peak Hour Queues Near Talmage Road-SR 222 Interchange – Future plus Project Intersection Northbound Southbound Eastbound Westbound L T R L T R L T R L T R 6. Talmage Rd/Airport Park Blvd Available Storage 250 - 250 50 - 165 50 400 400 175 500 500 Maximum Queue 183 - 242 38 - 90 27 281 288 255 281 288 Mitigation – Two WB Left-Turn Lanes Available Storage 250 - 250 50 - 165 50 400 400 285 285 285 Maximum Queue 341 * - 475* 32 - 83 51 241 354 244 279 147 7. Talmage Rd/US 101 SB Off-Ramp Available Storage - - 1840 - - 600 - - 270 50 - - Maximum Queue - - 203 - - 118 0 - - 7 29 - - Mitigation Alternative – (Traffic Signal) Available Storage 900 - 900 - - - - 285 285 260 940 - Maximum Queue 445 - 144 - - - - 273 264 58 120 - 8. Talmage Rd/US 101 NB Off-Ramp Available Storage 930 - - - - - - - - - - - Maximum Queue 76 - - - - - - - - - - - Notes: Maximum Queue represents the actual maximum queues that develop within SIMTRAFFIC (values represent the average of 6 SIMTRAFFIC runs); All distances are measured in feet; Bold = movements where queues exceed available storage; Shaded Cells = mitigated conditions * Queue is not considered significant since it does not extend into a controlled intersection. Impact 10: Under Future plus Project conditions unacceptable queuing is expected to occur in the northbound right-turn lane as well as both westbound left-turn lanes at Talmage Road/Airport Park Boulevard. This is considered a Significant Impact. Mitigation Measure 10: See Mitigation Measure 1. Significance after Mitigation: Implementation of the recommended improvements at Talmage Road/ Airport Park Boulevard would result in acceptable queuing conditions during, except in the northbound right-turn lane on Airport Park Boulevard at Talmage Road where the maximum queue is expected to extend past the available storage. However; the queues on the northbound approach would not be considered significant because they do not extend into a controlled intersection (per the significance criteria). Impact 11: Under Future plus Project conditions, traffic associated with the proposed project would contribute to inadequate queuing storage in the southbound approach at the intersection of Talmage Road/US 101 Southbound Off-Ramp. The Peak Hour Volume traffic signal warrant would be met. This is considered a Significant Impact. Mitigation Measure 11: See Mitigation Measure 6. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 44 Significance after Mitigation: The recommended off-ramp realignment and signalization would result in acceptable queuing conditions during both the p.m. peak hour. Freeway Conditions The segments of US 101 both to the north and to the south of Talmage Road (SR 222) are anticipated to operate acceptably at LOS A or B under Future plus Project Conditions. The LOS results are summarized in Table 17 and calculation sheets are provided in Appendix C. Saturday Peak Hour Conditions Because the project has its highest single hourly trip generation on a Saturday, conditions during this weekend peak hour were evaluated for Future plus Project conditions. The impacts to the intersections of Talmage Road/Airport Park Boulevard and Talmage Road/US 101 Southbound Ramps were found to be similar to what would be experienced during the weekday p.m. peak hour. These conditions were then tested with recommended mitigation measures and it was determined that the impacts during the Saturday peak hour would be fully mitigated to levels of service that are higher than projected for the weekday p.m. peak hour. Site Access and Internal Circulation Primary access to the Costco project site would be via two new access points on Airport Park Boulevard, while secondary driveways are proposed on the existing roadway that provides access to Ken Fowler Auto Center. It is expected that the majority of inbound traffic movements will be made via an unsignalized driveway on Airport Park Boulevard near the middle of the project frontage where an 85-foot long southbound left-turn pocket currently exists. Sight Distance At unsignalized intersections, a substantially clear line of sight should be maintained between the driver of a vehicle waiting at the crossroad and the driver of an approaching vehicle. Adequate time must be provided for the waiting vehicle to either cross, turn left, or turn right, without requiring the through traffic to radically alter their speed. Sight distances along Airport Park Boulevard at the proposed project access driveway locations were evaluated based on sight distance criteria contained in the Highway Design Manual. The recommended sight distances for minor street approaches that are either a private road or a driveway are based on stopping sight distance, with the approach travel speeds as the basis for determining the recommended sight distance. Sight distances at the proposed Airport Park Boulevard project access driveway locations were field measured. Although sight distance requirements are not technically applicable to driveways, the stopping sight distance criterion for private street intersections was applied for evaluation purposes. The speed limit along the segment of Airport Park Boulevard at the proposed project access driveways is posted at 30 mph. Based on a design speed of 30 mph, the minimum stopping sight distance needed is 200 feet. The estimated sight distance from the proposed project access driveways is clear for approximately 325 feet in both directions, which exceeds the minimum sight distance recommended for speeds up to 40 mph. Therefore, it was determined that there is adequate sight distance in both directions from the proposed project access driveway locations. Though sight distance requirements are met at the proposed project access driveway locations, it is possible that vegetation situated on either side of the driveway or along the project frontage could impede clear sight lines if not maintained. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 45 Impact 12: Though sight distance requirements are met, vegetation could impede clear sight lines. Mitigation Measure 12: Vegetation located on either side of the project access driveway and along the project frontage should be periodically trimmed to maintain clear sight lines. Internal Circulation On-site circulation was evaluated for adequate maneuverability, including room to turn around, for both passenger vehicles and larger vehicles like delivery, garbage and fire trucks. Through use of the AutoTurn software application it was determined that both typical passenger vehicles as well as larger trucks would be able to negotiate the entire site. The project access driveways have widths and curve radii adequate to allow passenger vehicles and larger trucks to access the project site. Future Alternative Transportation Assessment Pedestrian Circulation and Facilities Impact 13: The Costco project may be expected to result in a minor increase in pedestrian activity along the pedestrian routes leading to the project site from the local transit stop and within the project parking areas. This is considered a Significant Impact. Mitigation Measure 13a: Install sidewalks along the project frontage on Airport Park Boulevard as identified in the project site planMitigation Measure 13b: Install high visibility crosswalk markings across driveway entrances to the project to increase visibility of pedestrians. Mitigation Measure 13c: Install ADA compliant curb ramps at driveway crossings and transition points along the project frontage. Mitigation Measure 17d: Install crosswalks across all four legs of the intersection of Airport Park Boulevard/Commerce Drive. Significance after Mitigation: Construction of the recommended improvements would reduce the impact to less-than-significant. Bicycle Circulation and Facilities Impact 14: The Costco project would be expected to increase bicycle activity along the roadways and routes leading to the project site as well as increase the demand for short- and long-term bicycle parking at the project site. Mitigation Measure 14a: Install Class II bike lanes along the project on Airport Park Boulevard. Mitigation Measure 14b: Install short-term bicycle parking for project patrons and employees at a convenient location adjacent to the store’s primary entry points. Per Article 7, Section 9086 of the Ukiah City Zoning Code the number of bicycle parking spaces required shall be not less than ten percent (10%) of the number of required off-street automobile parking spaces. Racks should be an appropriate design and installed correctly to ensure proper function. Long-term parking for employees in the form of bicycle lockers or covered parking spaces to reduce exposure to the elements and vandalism should be installed as a portion of the overall parking requirement. Resource information on bicycle parking facilities and installation guidelines can be found at http://www.bicyclinginfo.org/engineering/parking.cfm Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 46 Mitigation Measure 14c: The provision of through bicycle access on northbound Airport Park Boulevard into the Lorraine Street neighborhood is recommended to improve connectivity for bicyclists. Currently northbound movements from Airport Park Boulevard at Talmage Road are limited to left and right turns only. Providing access for northbound bicyclists via a bike lane pocket will improve access for northbound bicyclists. Mitigation Measure 14d: As a component of the redesign and construction of the Hastings Road/ South State Street intersection the westbound Class II bike lane should be extended to the intersection to ensure continuous bicycle access to adjacent commercial and residential destinations on South State Street and in Ukiah’s western neighborhoods. Significance after Mitigation: Completion of the recommended facilities would reduce the impact to less-than-significant. Transit Circulation and Facilities Impact 15: The Costco project would increase ridership on transit routes that provide service to the project site. Mitigation Measure 15: The project applicant shall work with the Mendocino Transit Authority and the City of Ukiah to identify a suitable location to install a bus stop with shelter along the project frontage on Airport Park Boulevard. Costco DEIR Traffic & Circulation Report for the City of Ukiah June 28, 2012 Page 47 Study Participants and References Study Participants Principal-in-Charge: Steve J. Weinberger, P.E., PTOE Transportation Engineer: Sam Lam Engineer: Tony Henderson, P.E. Graphics: Deborah J. Mizell Editing/Formatting: Angela McCoy Report Review: Dalene J. Whitlock, P.E., PTOE References 2007 Accident Data on California State Highways, California Department of Transportation, 2007 2008 Traffic Volumes on the California State Highway System, Caltrans website Guide for the Preparation of Traffic Impact Studies, Caltrans, 2002 Highway Capacity Manual 2000, Transportation Research Board, 2000 Manual on Uniform Traffic Control Devices, Federal Highway Administration, 2003 Ukiah General Plan Trip Generation, 8th Edition, Institute of Transportation Engineers, 2008 UKI059 Costco DEIR Traffic & Circulation Report for the City of Ukiah June 2012 Appendix A Intersection Level of Service and Queuing Calculations In t e r s e c t i o n Le v e l o f S e r v i c e C a l c u l a t i o n s HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 1: M i l l S t r e e t & S t a t e S t r e e t 1/ 1 6 / 2 0 1 2 Ex i s t i n g A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 41 6 7 5 6 2 6 5 9 4 2 4 0 6 7 8 3 0 2 2 2 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 0. 9 5 0. 9 5 Fr t 0. 9 5 0. 9 8 1. 0 0 0. 9 9 Fl t P r o t e c t e d 0. 9 9 1. 0 0 1. 0 0 1. 0 0 Sa t d . F l o w ( p r o t ) 16 1 6 16 8 6 32 3 7 32 2 3 Fl t P e r m i t t e d 0. 9 2 0. 9 9 0. 9 0 0. 9 4 Sa t d . F l o w ( p e r m ) 15 1 3 16 7 9 29 2 3 30 4 1 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 45 7 3 6 1 2 7 1 1 0 4 6 4 4 1 8 9 3 2 8 2 4 RT O R R e d u c t i o n ( v p h ) 0 3 7 00 6 0 0 3 0 0 1 3 0 La n e G r o u p F l o w ( v p h ) 0 1 4 2 0 0 7 7 0 0 4 9 2 0 0 3 4 8 0 Tu r n T y p e Pe r m Pe r m Pe r m Pe r m Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ef f e c t i v e G r e e n , g ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ac t u a t e d g / C R a t i o 0. 4 0 0. 4 0 0. 4 0 0. 4 0 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e G r p C a p ( v p h ) 60 5 67 2 11 6 9 12 1 6 v/ s R a t i o P r o t v/ s R a t i o P e r m c0 . 0 9 0. 0 5 c0 . 1 7 0. 1 1 v/ c R a t i o 0. 2 4 0. 1 1 0. 4 2 0. 2 9 Un i f o r m D e l a y , d 1 7. 9 7. 5 8. 7 8. 1 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 0. 9 0. 3 1. 1 0. 6 De l a y ( s ) 8. 9 7. 9 9. 8 8. 7 Le v e l o f S e r v i c e AA A A Ap p r o a c h D e l a y ( s ) 8 . 9 7 . 9 9 . 8 8 . 7 Ap p r o a c h L O S AA A A In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 9. 1 H C M L e v e l o f S e r v i c e A HC M V o l u m e t o C a p a c i t y r a t i o 0. 3 3 Ac t u a t e d C y c l e L e n g t h ( s ) 40 . 0 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 50 . 5 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 2: G o b b i S t r e e t & S t a t e S t r e e t 1/ 1 6 / 2 0 1 2 Ex i s t i n g A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 61 2 0 3 5 1 9 7 2 3 0 4 6 3 2 4 1 7 8 8 5 1 3 1 2 2 3 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 1. 0 0 0 . 9 9 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 1 6 6 4 1 6 3 0 1 6 7 3 1 6 3 0 3 1 7 4 1 6 3 0 3 2 2 6 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 1 6 6 4 1 6 3 0 1 6 7 3 1 6 3 0 3 1 7 4 1 6 3 0 3 2 2 6 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 66 2 2 1 5 5 1 0 5 2 5 0 5 0 3 5 4 5 3 9 6 5 5 3 3 9 2 5 RT O R R e d u c t i o n ( v p h ) 08 0 0 6 0 0 2 1 0 0 6 0 La n e G r o u p F l o w ( v p h ) 6 6 2 6 8 0 1 0 5 2 9 4 0 3 5 5 2 8 0 5 5 3 5 8 0 Tu r n T y p e Pr o t Pr o t Pr o t Pr o t Pr o t e c t e d P h a s e s 5 2 1 6 3 8 7 4 Pe r m i t t e d P h a s e s Ac t u a t e d G r e e n , G ( s ) 6 . 8 2 4 . 8 8. 2 2 6 . 2 2. 9 1 7 . 2 4. 3 1 8 . 6 Ef f e c t i v e G r e e n , g ( s ) 6 . 8 2 4 . 8 8. 2 2 6 . 2 2. 9 1 7 . 2 4. 3 1 8 . 6 Ac t u a t e d g / C R a t i o 0 . 1 0 0 . 3 5 0. 1 2 0 . 3 7 0. 0 4 0 . 2 4 0. 0 6 0 . 2 6 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 1 5 7 5 8 5 19 0 6 2 2 67 7 7 4 99 8 5 1 v/ s R a t i o P r o t 0. 0 4 0 . 1 6 c 0 . 0 6 c 0 . 1 8 0. 0 2 c 0 . 1 7 0. 0 3 c 0 . 1 1 v/ s R a t i o P e r m v/ c R a t i o 0. 4 2 0 . 4 6 0. 5 5 0 . 4 7 0. 5 2 0 . 6 8 0. 5 6 0 . 4 2 Un i f o r m D e l a y , d 1 30 . 0 1 7 . 7 29 . 4 1 6 . 9 33 . 1 2 4 . 2 32 . 2 2 1 . 5 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 1 . 8 2 . 6 3. 5 2 . 6 7. 2 2 . 5 6. 6 0 . 3 De l a y ( s ) 31 . 8 2 0 . 2 32 . 9 1 9 . 4 40 . 3 2 6 . 7 38 . 8 2 1 . 8 Le v e l o f S e r v i c e C C C B D C D C Ap p r o a c h D e l a y ( s ) 22 . 5 22 . 9 27 . 5 24 . 1 Ap p r o a c h L O S CC C C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 24 . 6 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 5 0 Ac t u a t e d C y c l e L e n g t h ( s ) 70 . 5 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 53 . 0 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 3: T a l m a g e R o a d & S t a t e S t r e e t 1/ 1 6 / 2 0 1 2 Ex i s t i n g A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t W B L W B R N B T N B R S B L S B T La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 30 5 2 3 5 2 9 6 1 7 9 2 1 2 2 5 3 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 0 . 9 5 0. 9 5 Fr t 1. 0 0 0 . 8 5 0 . 9 4 1. 0 0 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p r o t ) 16 3 0 1 4 5 8 3 0 7 5 31 8 7 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p e r m ) 16 3 0 1 4 5 8 3 0 7 5 31 8 7 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 33 2 2 5 5 3 2 2 1 9 5 2 3 0 2 7 5 RT O R R e d u c t i o n ( v p h ) 0 1 7 5 8 4 0 0 0 La n e G r o u p F l o w ( v p h ) 3 3 2 8 0 4 3 3 0 0 5 0 5 Tu r n T y p e Pe r m Sp l i t Pr o t e c t e d P h a s e s 4 2 1 1 Pe r m i t t e d P h a s e s 4 Ac t u a t e d G r e e n , G ( s ) 2 0 . 8 2 0 . 8 1 5 . 1 16 . 4 Ef f e c t i v e G r e e n , g ( s ) 2 0 . 8 2 0 . 8 1 5 . 1 16 . 4 Ac t u a t e d g / C R a t i o 0 . 3 1 0 . 3 1 0 . 2 3 0. 2 5 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 2 . 0 2. 0 La n e G r p C a p ( v p h ) 5 1 1 4 5 7 7 0 0 78 8 v/ s R a t i o P r o t c0 . 2 0 c 0 . 1 4 c0 . 1 6 v/ s R a t i o P e r m 0. 0 5 v/ c R a t i o 0. 6 5 0 . 1 8 0 . 6 2 0. 6 4 Un i f o r m D e l a y , d 1 19 . 6 1 6 . 5 2 3 . 0 22 . 3 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1 . 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 2 . 8 0 . 2 1 . 2 1. 3 De l a y ( s ) 22 . 5 1 6 . 7 2 4 . 2 23 . 7 Le v e l o f S e r v i c e C B C C Ap p r o a c h D e l a y ( s ) 2 0 . 0 24 . 2 23 . 7 Ap p r o a c h L O S B C C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 22 . 5 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 6 4 Ac t u a t e d C y c l e L e n g t h ( s ) 66 . 3 S u m o f l o s t t i m e ( s ) 14 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 59 . 4 % I C U L e v e l o f S e r v i c e B An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 4: W a s h i n g t o n A v e n u e & S t a t e S t r e e t 1/ 1 6 / 2 0 1 2 Ex i s t i n g A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 18 1 1 1 5 5 0 4 2 4 8 5 4 3 4 4 9 6 4 6 4 2 4 8 1 1 5 8 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 Fr t 0. 9 8 0. 9 5 1. 0 0 0 . 9 9 1. 0 0 0 . 9 6 Fl t P r o t e c t e d 0. 9 7 0. 9 9 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 9 16 0 5 1 6 3 0 1 6 9 4 1 6 3 0 3 1 3 9 Fl t P e r m i t t e d 0. 7 3 0. 8 4 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 12 2 1 13 6 1 1 6 3 0 1 6 9 4 1 6 3 0 3 1 3 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 19 7 1 2 5 5 4 4 6 5 2 5 9 3 7 5 3 9 5 0 4 6 5 2 3 1 7 2 RT O R R e d u c t i o n ( v p h ) 06 0 0 2 4 0 0 4 0 0 3 4 0 La n e G r o u p F l o w ( v p h ) 0 3 7 0 0 0 1 3 3 0 3 7 5 8 5 0 4 6 6 6 1 0 Tu r n T y p e Pe r m Pe r m Pr o t Pr o t Pr o t e c t e d P h a s e s 4 8 5 2 1 6 Pe r m i t t e d P h a s e s 4 8 Ac t u a t e d G r e e n , G ( s ) 25 . 1 25 . 1 3. 4 4 7 . 2 3. 4 4 7 . 2 Ef f e c t i v e G r e e n , g ( s ) 25 . 1 25 . 1 3. 4 4 7 . 2 3. 4 4 7 . 2 Ac t u a t e d g / C R a t i o 0. 2 9 0. 2 9 0. 0 4 0 . 5 4 0. 0 4 0 . 5 4 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 34 9 39 0 63 9 1 2 63 1 6 8 9 v/ s R a t i o P r o t 0. 0 2 c 0 . 3 5 c 0 . 0 3 0 . 2 1 v/ s R a t i o P e r m c0 . 3 0 0. 1 0 v/ c R a t i o 1. 0 6 0. 3 4 0. 5 9 0 . 6 4 0. 7 3 0 . 3 9 Un i f o r m D e l a y , d 1 31 . 3 24 . 8 41 . 5 1 4 . 3 41 . 7 1 1 . 8 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 64 . 6 0. 5 13 . 2 3 . 5 34 . 9 0 . 7 De l a y ( s ) 95 . 9 25 . 3 54 . 7 1 7 . 7 76 . 6 1 2 . 5 Le v e l o f S e r v i c e F C D B E B Ap p r o a c h D e l a y ( s ) 95 . 9 25 . 3 19 . 9 16 . 5 Ap p r o a c h L O S F C B B In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 34 . 1 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 7 8 Ac t u a t e d C y c l e L e n g t h ( s ) 87 . 7 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 72 . 0 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 5: T a l m a g e R o a d & W a u g h L a n e 1/ 1 6 / 2 0 1 2 Ex i s t i n g A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 41 3 4 5 0 0 5 3 8 3 8 0 0 0 2 6 0 4 5 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 4 5 3 7 5 0 0 5 8 5 4 1 0 0 0 2 8 0 4 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e TW L T L Me d i a n s t o r a g e v e h ) 2 Up s t r e a m s i g n a l ( f t ) 50 5 pX , p l a t o o n u n b l o c k e d 0 . 9 0 0. 9 0 0 . 9 0 0. 9 0 0 . 9 0 0 . 9 0 vC , c o n f l i c t i n g v o l u m e 6 2 6 37 5 10 9 8 1 0 9 0 1 8 8 8 6 1 1 0 4 9 5 8 5 vC 1 , s t a g e 1 c o n f v o l 46 4 4 6 4 58 5 5 8 5 vC 2 , s t a g e 2 c o n f v o l 63 4 6 2 6 27 7 4 6 4 vC u , u n b l o c k e d v o l 52 6 37 5 10 5 2 1 0 4 3 1 8 8 7 8 9 9 9 7 4 8 0 tC , s i n g l e ( s ) 4. 1 4. 1 7. 5 6 . 5 6 . 9 7 . 5 6 . 5 6 . 9 tC , 2 s t a g e ( s ) 6. 5 5 . 5 6. 5 5 . 5 tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 95 10 0 10 0 1 0 0 1 0 0 9 4 1 0 0 9 0 cM c a p a c i t y ( v e h / h ) 9 4 3 11 8 0 31 2 3 6 8 8 2 3 4 3 5 4 0 2 4 8 2 Di r e c t i o n , L a n e # EB 1 E B 2 E B 3 W B 1 W B 2 S B 1 Vo l u m e T o t a l 45 1 8 8 1 8 8 5 8 5 4 1 7 7 Vo l u m e L e f t 45 00 0 0 2 8 Vo l u m e R i g h t 00 0 0 4 1 4 9 cS H 9 4 3 1 7 0 0 1 7 0 0 1 7 0 0 1 7 0 0 4 6 4 Vo l u m e t o C a p a c i t y 0 . 0 5 0 . 1 1 0 . 1 1 0 . 3 4 0 . 0 2 0 . 1 7 Qu e u e L e n g t h 9 5 t h ( f t ) 40 0 0 0 1 5 Co n t r o l D e l a y ( s ) 9. 0 0 . 0 0 . 0 0 . 0 0 . 0 1 4 . 3 La n e L O S A B Ap p r o a c h D e l a y ( s ) 1. 0 0. 0 14 . 3 Ap p r o a c h L O S B In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 1. 3 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 48 . 2 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d 1/ 1 6 / 2 0 1 2 Ex i s t i n g A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 8 2 4 5 1 0 0 2 4 3 4 7 2 1 5 1 1 5 0 1 9 9 9 3 0 1 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 6 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 1 1 8 1 6 3 0 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 5 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 1 1 8 1 6 3 0 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 5 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 9 2 6 6 1 0 9 2 6 4 5 1 3 1 6 1 2 5 0 2 1 6 1 0 3 3 1 8 RT O R R e d u c t i o n ( v p h ) 0 3 2 00 1 0 0 0 1 3 9 0 1 7 0 La n e G r o u p F l o w ( v p h ) 9 3 4 3 0 2 6 4 5 2 8 0 1 2 5 0 7 7 1 0 3 4 0 Tu r n T y p e Pr o t Pr o t cu s t o m c u s t o m S p l i t Pr o t e c t e d P h a s e s 5 2 1 6 8 1 8 7 7 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 0 . 7 3 3 . 8 16 . 0 4 9 . 1 7. 4 27 . 4 4 . 0 4 . 0 Ef f e c t i v e G r e e n , g ( s ) 0 . 7 3 3 . 8 16 . 0 4 9 . 1 7. 4 27 . 4 4 . 0 4 . 0 Ac t u a t e d g / C R a t i o 0 . 0 1 0 . 4 4 0. 2 1 0 . 6 4 0. 1 0 0. 3 5 0 . 0 5 0 . 0 5 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 La n e G r p C a p ( v p h ) 15 1 3 6 5 33 8 2 0 6 4 30 3 51 7 8 4 8 4 v/ s R a t i o P r o t 0. 0 1 0 . 1 1 c 0 . 1 6 c 0 . 1 6 c 0 . 0 4 0. 0 5 0 . 0 1 c 0 . 0 2 v/ s R a t i o P e r m v/ c R a t i o 0. 6 0 0 . 2 5 0. 7 8 0 . 2 6 0. 4 1 0. 1 5 0 . 1 2 0 . 4 0 Un i f o r m D e l a y , d 1 38 . 1 1 3 . 7 28 . 9 6 . 1 32 . 9 17 . 0 3 4 . 9 3 5 . 4 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 3 6 . 3 0 . 4 10 . 3 0 . 3 0. 3 0. 0 0 . 2 1 . 2 De l a y ( s ) 74 . 4 1 4 . 1 39 . 3 6 . 4 33 . 2 17 . 0 3 5 . 2 3 6 . 6 Le v e l o f S e r v i c e E B D A C B D D Ap p r o a c h D e l a y ( s ) 15 . 6 17 . 3 22 . 9 36 . 4 Ap p r o a c h L O S B B C D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 18 . 9 H C M L e v e l o f S e r v i c e B HC M V o l u m e t o C a p a c i t y r a t i o 0. 4 1 Ac t u a t e d C y c l e L e n g t h ( s ) 77 . 2 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 45 . 7 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 7: T a l m a g e R o a d & U . S . 1 0 1 S B R a m p s 1/ 1 6 / 2 0 1 2 Ex i s t i n g A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 0 4 1 6 0 0 3 2 0 0 0 0 1 3 7 0 0 4 1 3 Si g n C o n t r o l F r e e F r e e Y i e l d S t o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 0 4 5 2 0 0 3 4 8 0 0 0 1 4 9 0 0 4 4 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) 57 1 pX , p l a t o o n u n b l o c k e d 0. 9 4 0. 9 4 0 . 9 4 0 . 9 4 0 . 9 4 0 . 9 4 vC , c o n f l i c t i n g v o l u m e 3 4 8 45 2 12 4 9 8 0 0 4 5 2 9 4 9 8 0 0 3 4 8 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 3 4 8 3 8 6 1 2 3 3 7 5 5 3 8 6 9 1 4 7 5 5 3 4 8 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 10 0 10 0 10 0 1 0 0 7 6 1 0 0 1 0 0 3 5 cM c a p a c i t y ( v e h / h ) 1 2 1 1 11 0 3 51 3 1 7 6 2 3 1 8 2 3 1 7 6 9 5 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 45 2 3 4 8 1 4 9 4 4 9 Vo l u m e L e f t 00 0 0 Vo l u m e R i g h t 0 0 1 4 9 4 4 9 cS H 17 0 0 1 7 0 0 6 2 3 6 9 5 Vo l u m e t o C a p a c i t y 0 . 2 7 0 . 2 0 0 . 2 4 0 . 6 5 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 2 3 1 1 8 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 1 2 . 6 1 9 . 1 La n e L O S B C Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 1 2 . 6 1 9 . 1 Ap p r o a c h L O S B C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 7. 5 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 52 . 7 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 8: T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s 1/ 1 6 / 2 0 1 2 Ex i s t i n g A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 26 8 0 0 2 7 4 8 2 2 7 Si g n C o n t r o l Fr e e Fr e e S t o p Gr a d e 0% 0% 0 % Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 2 9 1 0 0 2 9 8 8 9 2 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) 1 Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 29 1 58 9 2 9 1 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 2 9 1 5 8 9 2 9 1 tC , s i n g l e ( s ) 4. 1 6. 4 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 3. 5 3 . 3 p0 q u e u e f r e e % 10 0 81 9 6 cM c a p a c i t y ( v e h / h ) 12 7 0 47 1 7 4 8 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 Vo l u m e T o t a l 29 1 2 9 8 1 1 8 Vo l u m e L e f t 0 0 8 9 Vo l u m e R i g h t 0 0 2 9 cS H 17 0 0 1 7 0 0 6 2 6 Vo l u m e t o C a p a c i t y 0 . 1 7 0 . 1 8 0 . 1 9 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 1 7 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 1 3 . 3 La n e L O S B Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 1 3 . 3 Ap p r o a c h L O S B In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 2. 2 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 37 . 6 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 9: T a l m a g e R o a d & H a s t i n g s F r o n t a g e R o a d 1/ 1 6 / 2 0 1 2 Ex i s t i n g A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 22 2 8 4 6 2 3 4 8 2 0 1 6 2 6 2 5 3 2 5 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 2 4 3 0 9 7 2 3 7 8 2 2 1 7 2 7 2 7 3 2 7 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 4 0 0 31 5 78 2 7 6 4 3 1 2 7 6 1 7 5 7 3 8 9 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 0 0 3 1 5 7 8 2 7 6 4 3 1 2 7 6 1 7 5 7 3 8 9 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 98 10 0 94 9 9 9 9 9 1 9 9 9 6 cM c a p a c i t y ( v e h / h ) 1 1 5 9 12 4 5 29 2 3 2 6 7 2 8 3 1 2 3 3 0 6 5 9 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 33 9 4 0 2 2 6 5 8 Vo l u m e L e f t 24 2 1 7 2 7 Vo l u m e R i g h t 7 2 2 7 2 7 cS H 11 5 9 1 2 4 5 3 4 7 4 1 7 Vo l u m e t o C a p a c i t y 0 . 0 2 0 . 0 0 0 . 0 8 0 . 1 4 Qu e u e L e n g t h 9 5 t h ( f t ) 2 0 6 1 2 Co n t r o l D e l a y ( s ) 0. 8 0 . 1 1 6 . 2 1 5 . 0 La n e L O S A A C C Ap p r o a c h D e l a y ( s ) 0. 8 0 . 1 1 6 . 2 1 5 . 0 Ap p r o a c h L O S C C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 1. 9 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 44 . 0 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 AM E x i s t i n g M o n J a n 9 , 2 0 1 2 1 4 : 3 6 : 0 6 P a g e 1 1 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A M P e a k H o u r - E x i s t i n g C o n d i t i o n s C o s t c o T r a f f i c & C i r c u l a t i o n R e p o r t C i t y o f U k i a h -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t 2 0 0 0 H C M 4 - W a y S t o p M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 1 0 A i r p o r t P a r k B l v d / H a s t i n g s A v e - C o m m e r c e D r ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 2 8 3 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : 9 . 2 Op t i m a l C y c l e : 0 L e v e l O f S e r v i c e : A ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * St r e e t N a m e : A i r p o r t P a r k B l v d H a s t i n g s A v e - C o m m e r c e D r Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : S t o p S i g n S t o p S i g n S t o p S i g n S t o p S i g n Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 0 0 0 0 0 0 0 0 0 0 0 0 La n e s : 1 0 1 1 0 1 0 1 1 0 0 0 1 ! 0 0 0 0 1 ! 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : > > C o u n t D a t e : 1 0 F e b 2 0 1 0 < < 8 : 0 0 - 9 : 0 0 a m Ba s e V o l : 2 8 1 2 9 5 3 6 1 7 0 7 1 5 6 5 4 5 8 1 2 1 2 8 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 2 8 1 2 9 5 3 6 1 7 0 7 1 5 6 5 4 5 8 1 2 1 2 8 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 PH F V o l u m e : 3 2 1 4 8 6 4 1 1 9 6 8 2 6 4 6 2 6 7 1 2 4 3 2 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 3 2 1 4 8 6 4 1 1 9 6 8 2 6 4 6 2 6 7 1 2 4 3 2 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 3 2 1 4 8 6 4 1 1 9 6 8 2 6 4 6 2 6 7 1 2 4 3 2 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 1 . 9 3 0 . 0 7 1 . 0 0 1 . 4 1 0 . 5 9 0 . 3 3 0 . 3 2 0 . 3 5 0 . 0 2 0 . 4 2 0 . 5 6 Fi n a l S a t . : 5 8 0 1 2 2 2 4 8 5 9 9 9 4 4 4 1 6 2 2 7 2 1 9 2 3 6 1 3 2 7 8 3 7 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 0 6 0 . 1 2 0 . 1 2 0 . 0 7 0 . 2 1 0 . 2 0 0 . 2 8 0 . 2 8 0 . 2 8 0 . 0 9 0 . 0 9 0 . 0 9 Cr i t M o v e s : * * * * * * * * * * * * * * * * De l a y / V e h : 9 . 0 8 . 9 8 . 8 9 . 0 9 . 2 8 . 8 9 . 8 9 . 8 9 . 8 8 . 4 8 . 4 8 . 4 De l a y A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Ad j D e l / V e h : 9 . 0 8 . 9 8 . 8 9 . 0 9 . 2 8 . 8 9 . 8 9 . 8 9 . 8 8 . 4 8 . 4 8 . 4 LO S b y M o v e : A A A A A A A A A A A A Ap p r o a c h D e l : 8 . 9 9 . 1 9 . 8 8 . 4 De l a y A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Ap p r A d j D e l : 8 . 9 9 . 1 9 . 8 8 . 4 LO S b y A p p r : A A A A Al l W a y A v g Q : 0 . 1 0 . 1 0 . 1 0 . 1 0 . 2 0 . 2 0 . 3 0 . 3 0 . 3 0 . 1 0 . 1 0 . 1 ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * No t e : Q u e u e r e p o r t e d i s t h e n u m b e r o f c a r s p e r l a n e . ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o W - T R A N S , S a n t a R o s a , C A HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 1: M i l l S t r e e t & S t a t e S t r e e t 1/ 1 6 / 2 0 1 2 Ex i s t i n g P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 57 6 9 5 8 1 0 7 0 7 3 2 6 8 2 9 8 6 2 9 3 8 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 0. 9 5 0. 9 5 Fr t 0. 9 6 0. 9 9 1. 0 0 0. 9 9 Fl t P r o t e c t e d 0. 9 8 0. 9 9 1. 0 0 1. 0 0 Sa t d . F l o w ( p r o t ) 16 1 8 16 8 6 32 4 6 32 3 1 Fl t P e r m i t t e d 0. 9 0 0. 9 7 0. 9 1 0. 9 4 Sa t d . F l o w ( p e r m ) 14 7 3 16 3 8 29 4 6 30 5 4 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 62 7 5 6 3 1 1 7 6 8 3 5 7 4 1 1 0 9 6 8 4 4 1 RT O R R e d u c t i o n ( v p h ) 0 3 8 00 5 0 0 2 0 0 1 1 0 La n e G r o u p F l o w ( v p h ) 0 1 6 2 0 0 9 0 0 0 7 8 4 0 0 7 2 3 0 Tu r n T y p e Pe r m Pe r m Pe r m Pe r m Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ef f e c t i v e G r e e n , g ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ac t u a t e d g / C R a t i o 0. 4 0 0. 4 0 0. 4 0 0. 4 0 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e G r p C a p ( v p h ) 58 9 65 5 11 7 8 12 2 2 v/ s R a t i o P r o t v/ s R a t i o P e r m c0 . 1 1 0. 0 6 c0 . 2 7 0. 2 4 v/ c R a t i o 0. 2 8 0. 1 4 0. 6 7 0. 5 9 Un i f o r m D e l a y , d 1 8. 1 7. 6 9. 8 9. 4 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 1. 2 0. 4 3. 0 2. 1 De l a y ( s ) 9. 2 8. 1 12 . 8 11 . 5 Le v e l o f S e r v i c e AA B B Ap p r o a c h D e l a y ( s ) 9 . 2 8 . 1 1 2 . 8 1 1 . 5 Ap p r o a c h L O S AA B B In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 11 . 6 H C M L e v e l o f S e r v i c e B HC M V o l u m e t o C a p a c i t y r a t i o 0. 4 7 Ac t u a t e d C y c l e L e n g t h ( s ) 40 . 0 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 70 . 1 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 2: G o b b i S t r e e t & S t a t e S t r e e t 1/ 1 6 / 2 0 1 2 Ex i s t i n g P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 87 2 1 9 4 6 1 9 2 1 9 2 6 0 7 2 5 5 9 1 2 2 1 0 8 5 9 4 4 3 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 1. 0 0 0 . 9 7 1. 0 0 0 . 9 6 1. 0 0 0 . 9 7 1. 0 0 0 . 9 9 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 1 6 7 1 1 6 3 0 1 6 5 5 1 6 3 0 3 1 7 2 1 6 3 0 3 2 2 7 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 1 6 7 1 1 6 3 0 1 6 5 5 1 6 3 0 3 1 7 2 1 6 3 0 3 2 2 7 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 95 2 3 8 5 0 2 0 9 2 0 9 6 5 7 8 6 0 8 1 3 3 1 1 7 6 4 6 4 7 RT O R R e d u c t i o n ( v p h ) 08 0 0 1 0 0 0 2 1 0 0 6 0 La n e G r o u p F l o w ( v p h ) 9 5 2 8 0 0 2 0 9 2 6 4 0 7 8 7 2 0 0 1 1 7 6 8 7 0 Tu r n T y p e Pr o t Pr o t Pr o t Pr o t Pr o t e c t e d P h a s e s 5 2 1 6 3 8 7 4 Pe r m i t t e d P h a s e s Ac t u a t e d G r e e n , G ( s ) 8 . 8 2 4 . 1 14 . 8 3 0 . 1 7. 2 2 3 . 1 8. 0 2 3 . 9 Ef f e c t i v e G r e e n , g ( s ) 8 . 8 2 4 . 1 14 . 8 3 0 . 1 7. 2 2 3 . 1 8. 0 2 3 . 9 Ac t u a t e d g / C R a t i o 0 . 1 0 0 . 2 8 0. 1 7 0 . 3 5 0. 0 8 0 . 2 7 0. 0 9 0 . 2 8 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 1 6 7 4 6 8 28 1 5 7 9 13 6 8 5 2 15 2 8 9 7 v/ s R a t i o P r o t 0. 0 6 c 0 . 1 7 c 0 . 1 3 0 . 1 6 0. 0 5 c 0 . 2 3 0. 0 7 c 0 . 2 1 v/ s R a t i o P e r m v/ c R a t i o 0. 5 7 0 . 6 0 0. 7 4 0 . 4 6 0. 5 7 0 . 8 4 0. 7 7 0 . 7 7 Un i f o r m D e l a y , d 1 36 . 8 2 6 . 8 33 . 8 2 1 . 6 37 . 9 2 9 . 8 38 . 1 2 8 . 5 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 4 . 4 5 . 6 10 . 2 2 . 6 5. 7 7 . 7 20 . 6 4 . 0 De l a y ( s ) 41 . 2 3 2 . 3 44 . 0 2 4 . 2 43 . 7 3 7 . 5 58 . 7 3 2 . 4 Le v e l o f S e r v i c e D C D C D D E C Ap p r o a c h D e l a y ( s ) 34 . 5 32 . 8 38 . 1 36 . 2 Ap p r o a c h L O S CC D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 35 . 9 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 0. 7 2 Ac t u a t e d C y c l e L e n g t h ( s ) 86 . 0 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 67 . 9 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 3: T a l m a g e R o a d & S t a t e S t r e e t 1/ 1 6 / 2 0 1 2 Ex i s t i n g P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t W B L W B R N B T N B R S B L S B T La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 30 8 2 5 2 3 6 3 2 5 1 2 8 8 3 8 0 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 0 . 9 5 0. 9 5 Fr t 1. 0 0 0 . 8 5 0 . 9 4 1. 0 0 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p r o t ) 16 3 0 1 4 5 8 3 0 6 0 31 9 1 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p e r m ) 16 3 0 1 4 5 8 3 0 6 0 31 9 1 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 33 5 2 7 4 3 9 5 2 7 3 3 1 3 4 1 3 RT O R R e d u c t i o n ( v p h ) 0 1 9 4 1 1 2 0 0 0 La n e G r o u p F l o w ( v p h ) 3 3 5 8 0 5 5 6 0 0 7 2 6 Tu r n T y p e Pe r m Sp l i t Pr o t e c t e d P h a s e s 4 2 1 1 Pe r m i t t e d P h a s e s 4 Ac t u a t e d G r e e n , G ( s ) 2 4 . 1 2 4 . 1 2 0 . 3 24 . 1 Ef f e c t i v e G r e e n , g ( s ) 2 4 . 1 2 4 . 1 2 0 . 3 24 . 1 Ac t u a t e d g / C R a t i o 0 . 2 9 0 . 2 9 0 . 2 5 0. 2 9 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 2 . 0 2. 0 La n e G r p C a p ( v p h ) 4 7 6 4 2 6 7 5 3 93 2 v/ s R a t i o P r o t c0 . 2 1 c 0 . 1 8 c0 . 2 3 v/ s R a t i o P e r m 0. 0 5 v/ c R a t i o 0. 7 0 0 . 1 9 0 . 7 4 0. 7 8 Un i f o r m D e l a y , d 1 26 . 0 2 1 . 9 2 8 . 7 26 . 8 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1 . 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 4 . 7 0 . 2 3 . 3 3. 8 De l a y ( s ) 30 . 7 2 2 . 1 3 1 . 9 30 . 6 Le v e l o f S e r v i c e C C C C Ap p r o a c h D e l a y ( s ) 2 6 . 8 31 . 9 30 . 6 Ap p r o a c h L O S C C C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 29 . 9 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 7 4 Ac t u a t e d C y c l e L e n g t h ( s ) 82 . 5 S u m o f l o s t t i m e ( s ) 14 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 70 . 3 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 4: W a s h i n g t o n A v e n u e & S t a t e S t r e e t 1/ 1 6 / 2 0 1 2 Ex i s t i n g P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 15 2 5 6 2 6 8 0 4 4 2 6 3 3 4 9 2 7 5 4 8 5 3 5 1 4 0 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 Fr t 0. 9 9 0. 9 8 1. 0 0 0 . 9 8 1. 0 0 0 . 9 7 Fl t P r o t e c t e d 0. 9 7 0. 9 7 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 7 16 3 2 1 6 3 0 1 6 8 1 1 6 3 0 3 1 5 9 Fl t P e r m i t t e d 0. 7 0 0. 7 6 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 11 8 7 12 6 7 1 6 3 0 1 6 8 1 1 6 3 0 3 1 5 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 16 5 6 1 2 8 8 7 4 8 2 8 3 6 5 3 5 8 2 5 2 5 8 2 1 5 2 RT O R R e d u c t i o n ( v p h ) 05 0 0 8 0 0 6 0 0 2 3 0 La n e G r o u p F l o w ( v p h ) 0 2 4 9 0 0 1 5 5 0 3 6 6 1 1 0 5 2 7 1 1 0 Tu r n T y p e Pe r m Pe r m Pr o t Pr o t Pr o t e c t e d P h a s e s 4 8 5 2 1 6 Pe r m i t t e d P h a s e s 4 8 Ac t u a t e d G r e e n , G ( s ) 20 . 8 20 . 8 3. 3 4 8 . 3 3. 3 4 8 . 3 Ef f e c t i v e G r e e n , g ( s ) 20 . 8 20 . 8 3. 3 4 8 . 3 3. 3 4 8 . 3 Ac t u a t e d g / C R a t i o 0. 2 5 0. 2 5 0. 0 4 0 . 5 7 0. 0 4 0 . 5 7 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 29 3 31 2 64 9 6 2 64 1 8 0 8 v/ s R a t i o P r o t 0. 0 2 c 0 . 3 6 c 0 . 0 3 0 . 2 3 v/ s R a t i o P e r m c0 . 2 1 0. 1 2 v/ c R a t i o 0. 8 5 0. 5 0 0. 5 6 0 . 6 4 0. 8 1 0 . 3 9 Un i f o r m D e l a y , d 1 30 . 3 27 . 3 39 . 8 1 2 . 1 40 . 2 1 0 . 0 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 19 . 9 1. 2 10 . 8 3 . 2 52 . 3 0 . 6 De l a y ( s ) 50 . 2 28 . 5 50 . 7 1 5 . 3 92 . 6 1 0 . 6 Le v e l o f S e r v i c e D C D B F B Ap p r o a c h D e l a y ( s ) 50 . 2 28 . 5 17 . 3 16 . 0 Ap p r o a c h L O S D C B B In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 22 . 2 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 7 1 Ac t u a t e d C y c l e L e n g t h ( s ) 84 . 4 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 65 . 2 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 5: T a l m a g e R o a d & W a u g h L a n e 1/ 1 6 / 2 0 1 2 Ex i s t i n g P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 88 6 8 3 0 0 6 9 2 8 5 0 0 0 5 7 0 8 2 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 9 6 7 4 2 0 0 7 5 2 9 2 0 0 0 6 2 0 8 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e TW L T L Me d i a n s t o r a g e v e h ) 2 Up s t r e a m s i g n a l ( f t ) 50 5 pX , p l a t o o n u n b l o c k e d 0 . 8 9 0. 8 9 0 . 8 9 0. 8 9 0 . 8 9 0 . 8 9 vC , c o n f l i c t i n g v o l u m e 8 4 5 74 2 17 7 5 1 7 7 8 3 7 1 1 3 1 5 1 6 8 6 7 5 2 vC 1 , s t a g e 1 c o n f v o l 93 4 9 3 4 75 2 7 5 2 vC 2 , s t a g e 2 c o n f v o l 84 1 8 4 5 56 2 9 3 4 vC u , u n b l o c k e d v o l 76 5 74 2 18 0 8 1 8 1 2 3 7 1 1 2 9 2 1 7 0 8 6 6 1 tC , s i n g l e ( s ) 4. 1 4. 1 7. 5 6 . 5 6 . 9 7 . 5 6 . 5 6 . 9 tC , 2 s t a g e ( s ) 6. 5 5 . 5 6. 5 5 . 5 tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 87 10 0 10 0 1 0 0 1 0 0 7 9 1 0 0 7 6 cM c a p a c i t y ( v e h / h ) 7 6 4 86 1 12 7 2 0 4 6 2 6 2 9 1 2 4 4 3 6 5 Di r e c t i o n , L a n e # EB 1 E B 2 E B 3 W B 1 W B 2 S B 1 Vo l u m e T o t a l 96 3 7 1 3 7 1 7 5 2 9 2 1 5 1 Vo l u m e L e f t 96 00 0 0 6 2 Vo l u m e R i g h t 00 0 0 9 2 8 9 cS H 7 6 4 1 7 0 0 1 7 0 0 1 7 0 0 1 7 0 0 3 3 1 Vo l u m e t o C a p a c i t y 0 . 1 3 0 . 2 2 0 . 2 2 0 . 4 4 0 . 0 5 0 . 4 6 Qu e u e L e n g t h 9 5 t h ( f t ) 1 1 00 0 0 5 7 Co n t r o l D e l a y ( s ) 10 . 4 0 . 0 0 . 0 0 . 0 0 . 0 2 4 . 7 La n e L O S B C Ap p r o a c h D e l a y ( s ) 1. 2 0. 0 24 . 7 Ap p r o a c h L O S C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 2. 6 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 63 . 7 % I C U L e v e l o f S e r v i c e B An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d 1/ 1 6 / 2 0 1 2 Ex i s t i n g P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 14 4 0 2 2 5 2 3 5 7 4 7 8 1 4 2 2 3 0 4 6 4 1 3 4 7 2 4 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 4 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 0 7 1 1 6 3 0 3 2 4 6 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 0 7 1 1 6 3 0 3 2 4 6 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 15 4 3 7 2 7 4 3 8 8 5 2 0 1 5 2 4 2 0 5 0 4 1 4 5 1 2 6 RT O R R e d u c t i o n ( v p h ) 0 8 3 00 2 0 0 0 2 5 5 0 1 9 0 La n e G r o u p F l o w ( v p h ) 1 5 6 2 8 0 3 8 8 5 3 3 0 2 4 2 0 2 4 9 1 4 5 8 0 Tu r n T y p e Pr o t Pr o t cu s t o m c u s t o m S p l i t Pr o t e c t e d P h a s e s 5 2 1 6 8 1 8 7 7 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 0 . 7 3 0 . 0 24 . 5 5 3 . 8 11 . 6 40 . 1 6 . 4 6 . 4 Ef f e c t i v e G r e e n , g ( s ) 0 . 7 3 0 . 0 24 . 5 5 3 . 8 11 . 6 40 . 1 6 . 4 6 . 4 Ac t u a t e d g / C R a t i o 0 . 0 1 0 . 3 4 0. 2 8 0 . 6 1 0. 1 3 0. 4 5 0 . 0 7 0 . 0 7 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 La n e G r p C a p ( v p h ) 13 1 0 4 1 45 1 1 9 7 3 41 4 66 1 1 1 8 1 1 8 v/ s R a t i o P r o t 0. 0 1 c 0 . 2 0 c 0 . 2 4 0 . 1 6 c 0 . 0 8 0. 1 7 0 . 0 1 c 0 . 0 4 v/ s R a t i o P e r m v/ c R a t i o 1. 1 5 0 . 6 0 0. 8 6 0 . 2 7 0. 5 8 0. 3 8 0 . 1 2 0 . 4 9 Un i f o r m D e l a y , d 1 43 . 9 2 4 . 3 30 . 4 8 . 1 36 . 2 16 . 0 3 8 . 4 3 9 . 5 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 3 0 5 . 0 2 . 6 14 . 9 0 . 3 1. 4 0. 1 0 . 2 1 . 2 De l a y ( s ) 34 8 . 9 2 6 . 9 45 . 2 8 . 5 37 . 5 16 . 1 3 8 . 6 4 0 . 6 Le v e l o f S e r v i c e F C D A D B D D Ap p r o a c h D e l a y ( s ) 33 . 5 23 . 9 23 . 0 40 . 3 Ap p r o a c h L O S CC C D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 27 . 1 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 6 8 Ac t u a t e d C y c l e L e n g t h ( s ) 88 . 5 S u m o f l o s t t i m e ( s ) 16 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 65 . 9 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 7: T a l m a g e R o a d & U . S . 1 0 1 S B R a m p s 1/ 1 6 / 2 0 1 2 Ex i s t i n g P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 0 8 4 1 0 0 3 6 1 0 0 0 1 7 7 0 0 5 2 7 Si g n C o n t r o l F r e e F r e e Y i e l d S t o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 0 9 1 4 0 0 3 9 2 0 0 0 1 9 2 0 0 5 7 3 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) 57 1 pX , p l a t o o n u n b l o c k e d 0. 8 1 0. 8 1 0 . 8 1 0 . 8 1 0 . 8 1 0 . 8 1 vC , c o n f l i c t i n g v o l u m e 3 9 2 91 4 18 7 9 1 3 0 7 9 1 4 1 4 9 9 1 3 0 7 3 9 2 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 3 9 2 7 7 4 1 9 7 0 1 2 6 0 7 7 4 1 4 9 9 1 2 6 0 3 9 2 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 10 0 10 0 10 0 1 0 0 4 0 1 0 0 1 0 0 1 3 cM c a p a c i t y ( v e h / h ) 1 1 6 6 67 9 5 1 3 7 3 2 2 3 3 1 3 7 6 5 6 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 91 4 3 9 2 1 9 2 5 7 3 Vo l u m e L e f t 00 0 0 Vo l u m e R i g h t 0 0 1 9 2 5 7 3 cS H 17 0 0 1 7 0 0 3 2 2 6 5 6 Vo l u m e t o C a p a c i t y 0 . 5 4 0 . 2 3 0 . 6 0 0 . 8 7 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 9 1 2 5 8 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 3 1 . 6 3 6 . 4 La n e L O S D E Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 3 1 . 6 3 6 . 4 Ap p r o a c h L O S D E In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 13 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 66 . 6 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 8: T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s 1/ 1 6 / 2 0 1 2 Ex i s t i n g P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 42 3 0 0 2 7 3 1 0 8 4 5 Si g n C o n t r o l Fr e e Fr e e S t o p Gr a d e 0% 0% 0 % Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 4 6 0 0 0 2 9 7 1 1 7 4 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) 1 Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 46 0 75 7 4 6 0 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 6 0 7 5 7 4 6 0 tC , s i n g l e ( s ) 4. 1 6. 4 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 3. 5 3 . 3 p0 q u e u e f r e e % 10 0 69 9 2 cM c a p a c i t y ( v e h / h ) 11 0 1 37 6 6 0 1 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 Vo l u m e T o t a l 46 0 2 9 7 1 6 6 Vo l u m e L e f t 0 0 1 1 7 Vo l u m e R i g h t 0 0 4 9 cS H 17 0 0 1 7 0 0 4 7 7 Vo l u m e t o C a p a c i t y 0 . 2 7 0 . 1 7 0 . 3 5 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 3 9 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 1 6 . 5 La n e L O S C Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 1 6 . 5 Ap p r o a c h L O S C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 3. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 67 . 1 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 9: T a l m a g e R o a d & H a s t i n g s F r o n t a g e R o a d 1/ 1 6 / 2 0 1 2 Ex i s t i n g P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 47 4 1 9 1 8 2 3 9 2 1 8 1 9 3 2 3 1 2 2 5 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 5 1 4 5 5 2 0 2 4 2 6 2 0 2 1 3 2 3 4 2 2 7 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 4 4 6 47 5 10 3 6 1 0 1 7 4 6 5 1 0 1 1 1 0 1 7 4 3 6 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 4 6 4 7 5 1 0 3 6 1 0 1 7 4 6 5 1 0 1 1 1 0 1 7 4 3 6 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 95 10 0 89 9 9 1 0 0 8 4 9 9 9 6 cM c a p a c i t y ( v e h / h ) 1 1 1 5 10 8 7 19 2 2 2 6 5 9 7 2 0 7 2 2 6 6 2 0 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 52 6 4 4 8 2 6 6 3 Vo l u m e L e f t 51 2 2 1 3 4 Vo l u m e R i g h t 20 2 0 2 2 7 cS H 11 1 5 1 0 8 7 2 0 8 2 9 2 Vo l u m e t o C a p a c i t y 0 . 0 5 0 . 0 0 0 . 1 3 0 . 2 2 Qu e u e L e n g t h 9 5 t h ( f t ) 4 0 1 1 2 0 Co n t r o l D e l a y ( s ) 1. 3 0 . 1 2 4 . 8 2 0 . 7 La n e L O S A A C C Ap p r o a c h D e l a y ( s ) 1. 3 0 . 1 2 4 . 8 2 0 . 7 Ap p r o a c h L O S C C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 2. 5 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 65 . 3 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 PM E x i s t i n g M o n J a n 9 , 2 0 1 2 1 4 : 3 6 : 1 6 P a g e 1 1 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P M P e a k H o u r - E x i s t i n g C o n d i t i o n s C o s t c o T r a f f i c & C i r c u l a t i o n R e p o r t C i t y o f U k i a h -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t 2 0 0 0 H C M 4 - W a y S t o p M e t h o d ( B a s e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 1 0 A i r p o r t P a r k B l v d / H a s t i n g s A v e - C o m m e r c e D r ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 4 2 8 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : 1 1 . 0 Op t i m a l C y c l e : 0 L e v e l O f S e r v i c e : B ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * St r e e t N a m e : A i r p o r t P a r k B l v d H a s t i n g s A v e - C o m m e r c e D r Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : S t o p S i g n S t o p S i g n S t o p S i g n S t o p S i g n Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 0 0 0 0 0 0 0 0 0 0 0 0 La n e s : 1 0 1 1 0 1 0 1 1 0 0 0 1 ! 0 0 0 0 1 ! 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : > > C o u n t D a t e : 1 0 F e b 2 0 1 0 < < 4 : 1 5 - 5 : 1 5 p m Ba s e V o l : 7 9 2 6 8 8 6 6 1 8 8 7 9 7 9 7 9 7 9 4 5 0 7 3 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 7 9 2 6 8 8 6 6 1 8 8 7 9 7 9 7 9 7 9 4 5 0 7 3 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 PH F V o l u m e : 8 5 2 8 7 9 7 1 2 0 2 8 5 8 5 8 5 8 5 4 5 4 7 8 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 8 5 2 8 7 9 7 1 2 0 2 8 5 8 5 8 5 8 5 4 5 4 7 8 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 8 5 2 8 7 9 7 1 2 0 2 8 5 8 5 8 5 8 5 4 5 4 7 8 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 1 . 9 4 0 . 0 6 1 . 0 0 1 . 4 1 0 . 5 9 0 . 3 4 0 . 3 3 0 . 3 3 0 . 0 3 0 . 3 9 0 . 5 8 Fi n a l S a t . : 5 2 6 1 1 0 5 3 3 5 2 1 8 0 7 3 5 5 1 9 8 1 9 8 1 9 8 1 8 2 2 5 3 2 8 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 1 6 0 . 2 6 0 . 2 6 0 . 1 4 0 . 2 5 0 . 2 4 0 . 4 3 0 . 4 3 0 . 4 3 0 . 2 4 0 . 2 4 0 . 2 4 Cr i t M o v e s : * * * * * * * * * * * * * * * * De l a y / V e h : 1 0 . 5 1 0 . 8 1 0 . 7 1 0 . 3 1 0 . 6 1 0 . 1 1 2 . 6 1 2 . 6 1 2 . 6 1 0 . 4 1 0 . 4 1 0 . 4 De l a y A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Ad j D e l / V e h : 1 0 . 5 1 0 . 8 1 0 . 7 1 0 . 3 1 0 . 6 1 0 . 1 1 2 . 6 1 2 . 6 1 2 . 6 1 0 . 4 1 0 . 4 1 0 . 4 LO S b y M o v e : B B B B B B B B B B B B Ap p r o a c h D e l : 1 0 . 7 1 0 . 4 1 2 . 6 1 0 . 4 De l a y A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Ap p r A d j D e l : 1 0 . 7 1 0 . 4 1 2 . 6 1 0 . 4 LO S b y A p p r : B B B B Al l W a y A v g Q : 0 . 2 0 . 3 0 . 3 0 . 1 0 . 3 0 . 3 0 . 6 0 . 6 0 . 6 0 . 3 0 . 3 0 . 3 ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * No t e : Q u e u e r e p o r t e d i s t h e n u m b e r o f c a r s p e r l a n e . ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o W - T R A N S , S a n t a R o s a , C A HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 1: M i l l S t r e e t & S t a t e S t r e e t 1/ 1 6 / 2 0 1 2 Ba s e l i n e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 41 6 7 5 9 2 6 5 9 4 4 4 1 4 7 8 3 1 2 2 2 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 0. 9 5 0. 9 5 Fr t 0. 9 5 0. 9 8 1. 0 0 0. 9 9 Fl t P r o t e c t e d 0. 9 9 1. 0 0 1. 0 0 1. 0 0 Sa t d . F l o w ( p r o t ) 16 1 4 16 8 6 32 3 7 32 2 4 Fl t P e r m i t t e d 0. 9 3 0. 9 9 0. 9 0 0. 9 4 Sa t d . F l o w ( p e r m ) 15 1 2 16 7 9 29 1 3 30 4 3 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 45 7 3 6 4 2 7 1 1 0 4 8 4 5 0 8 9 3 3 9 2 4 RT O R R e d u c t i o n ( v p h ) 0 3 8 00 6 0 0 3 0 0 1 3 0 La n e G r o u p F l o w ( v p h ) 0 1 4 4 0 0 7 7 0 0 5 0 3 0 0 3 5 9 0 Tu r n T y p e Pe r m Pe r m Pe r m Pe r m Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ef f e c t i v e G r e e n , g ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ac t u a t e d g / C R a t i o 0. 4 0 0. 4 0 0. 4 0 0. 4 0 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e G r p C a p ( v p h ) 60 5 67 2 11 6 5 12 1 7 v/ s R a t i o P r o t v/ s R a t i o P e r m c0 . 0 9 0. 0 5 c0 . 1 7 0. 1 2 v/ c R a t i o 0. 2 4 0. 1 1 0. 4 3 0. 3 0 Un i f o r m D e l a y , d 1 8. 0 7. 5 8. 7 8. 2 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 0. 9 0. 3 1. 2 0. 6 De l a y ( s ) 8. 9 7. 9 9. 9 8. 8 Le v e l o f S e r v i c e AA A A Ap p r o a c h D e l a y ( s ) 8 . 9 7 . 9 9 . 9 8 . 8 Ap p r o a c h L O S AA A A In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 9. 2 H C M L e v e l o f S e r v i c e A HC M V o l u m e t o C a p a c i t y r a t i o 0. 3 3 Ac t u a t e d C y c l e L e n g t h ( s ) 40 . 0 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 51 . 3 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 2: G o b b i S t r e e t & S t a t e S t r e e t 1/ 1 6 / 2 0 1 2 Ba s e l i n e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 61 2 0 3 5 4 9 9 2 3 0 4 6 3 4 4 2 7 8 9 5 1 3 2 5 2 3 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 1. 0 0 0 . 9 9 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 1 6 6 1 1 6 3 0 1 6 7 3 1 6 3 0 3 1 7 5 1 6 3 0 3 2 2 7 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 1 6 6 1 1 6 3 0 1 6 7 3 1 6 3 0 3 1 7 5 1 6 3 0 3 2 2 7 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 66 2 2 1 5 9 1 0 8 2 5 0 5 0 3 7 4 6 4 9 7 5 5 3 5 3 2 5 RT O R R e d u c t i o n ( v p h ) 09 0 0 6 0 0 2 1 0 0 6 0 La n e G r o u p F l o w ( v p h ) 6 6 2 7 1 0 1 0 8 2 9 4 0 3 7 5 4 0 0 5 5 3 7 2 0 Tu r n T y p e Pr o t Pr o t Pr o t Pr o t Pr o t e c t e d P h a s e s 5 2 1 6 3 8 7 4 Pe r m i t t e d P h a s e s Ac t u a t e d G r e e n , G ( s ) 6 . 8 2 4 . 8 8. 3 2 6 . 3 4. 3 1 7 . 5 3. 6 1 6 . 8 Ef f e c t i v e G r e e n , g ( s ) 6 . 8 2 4 . 8 8. 3 2 6 . 3 4. 3 1 7 . 5 3. 6 1 6 . 8 Ac t u a t e d g / C R a t i o 0 . 1 0 0 . 3 5 0. 1 2 0 . 3 7 0. 0 6 0 . 2 5 0. 0 5 0 . 2 4 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 1 5 8 5 8 7 19 3 6 2 7 10 0 7 9 1 84 7 7 2 v/ s R a t i o P r o t 0. 0 4 0 . 1 6 c 0 . 0 7 c 0 . 1 8 0. 0 2 c 0 . 1 7 0. 0 3 c 0 . 1 2 v/ s R a t i o P e r m v/ c R a t i o 0. 4 2 0 . 4 6 0. 5 6 0 . 4 7 0. 3 7 0 . 6 8 0. 6 5 0 . 4 8 Un i f o r m D e l a y , d 1 29 . 8 1 7 . 5 29 . 2 1 6 . 6 31 . 6 2 3 . 8 32 . 7 2 3 . 0 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 1 . 8 2 . 6 3. 5 2 . 5 2. 3 2 . 4 16 . 9 0 . 5 De l a y ( s ) 31 . 6 2 0 . 1 32 . 7 1 9 . 2 34 . 0 2 6 . 3 49 . 6 2 3 . 4 Le v e l o f S e r v i c e C C C B C C D C Ap p r o a c h D e l a y ( s ) 22 . 3 22 . 7 26 . 8 26 . 8 Ap p r o a c h L O S CC C C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 25 . 0 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 5 1 Ac t u a t e d C y c l e L e n g t h ( s ) 70 . 2 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 53 . 7 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 3: T a l m a g e R o a d & S t a t e S t r e e t 1/ 1 6 / 2 0 1 2 Ba s e l i n e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t W B L W B R N B T N B R S B L S B T La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 30 6 2 3 7 3 0 7 1 8 0 2 1 5 2 6 8 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 0 . 9 5 0. 9 5 Fr t 1. 0 0 0 . 8 5 0 . 9 4 1. 0 0 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p r o t ) 16 3 0 1 4 5 8 3 0 7 9 31 8 9 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p e r m ) 16 3 0 1 4 5 8 3 0 7 9 31 8 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 33 3 2 5 8 3 3 4 1 9 6 2 3 4 2 9 1 RT O R R e d u c t i o n ( v p h ) 0 1 7 8 7 8 0 0 0 La n e G r o u p F l o w ( v p h ) 3 3 3 8 0 4 5 2 0 0 5 2 5 Tu r n T y p e Pe r m Sp l i t Pr o t e c t e d P h a s e s 4 2 1 1 Pe r m i t t e d P h a s e s 4 Ac t u a t e d G r e e n , G ( s ) 2 1 . 2 2 1 . 2 1 5 . 8 17 . 2 Ef f e c t i v e G r e e n , g ( s ) 2 1 . 2 2 1 . 2 1 5 . 8 17 . 2 Ac t u a t e d g / C R a t i o 0 . 3 1 0 . 3 1 0 . 2 3 0. 2 5 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 2 . 0 2. 0 La n e G r p C a p ( v p h ) 5 0 7 4 5 3 7 1 3 80 4 v/ s R a t i o P r o t c0 . 2 0 c 0 . 1 5 c0 . 1 6 v/ s R a t i o P e r m 0. 0 5 v/ c R a t i o 0. 6 6 0 . 1 8 0 . 6 3 0. 6 5 Un i f o r m D e l a y , d 1 20 . 3 1 7 . 1 2 3 . 6 22 . 8 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1 . 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 3 . 1 0 . 2 1 . 4 1. 5 De l a y ( s ) 23 . 4 1 7 . 3 2 5 . 0 24 . 3 Le v e l o f S e r v i c e C B C C Ap p r o a c h D e l a y ( s ) 2 0 . 8 25 . 0 24 . 3 Ap p r o a c h L O S C C C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 23 . 2 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 6 5 Ac t u a t e d C y c l e L e n g t h ( s ) 68 . 2 S u m o f l o s t t i m e ( s ) 14 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 60 . 4 % I C U L e v e l o f S e r v i c e B An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 4: W a s h i n g t o n A v e n u e & S t a t e S t r e e t 1/ 1 6 / 2 0 1 2 Ba s e l i n e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 18 1 1 1 6 5 0 4 3 4 9 6 5 3 4 4 9 7 4 8 5 7 4 8 2 1 5 8 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 Fr t 0. 9 8 1. 0 0 0 . 9 1 1. 0 0 0 . 9 9 1. 0 0 0 . 9 6 Fl t P r o t e c t e d 0. 9 7 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 4 0 1 6 3 0 1 5 6 8 1 6 3 0 1 6 9 3 1 6 3 0 3 1 3 9 Fl t P e r m i t t e d 0. 7 5 0. 5 3 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 12 5 7 90 9 1 5 6 8 1 6 3 0 1 6 9 3 1 6 3 0 3 1 3 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 19 7 1 2 6 5 4 4 7 5 3 7 1 3 7 5 4 0 5 2 6 2 5 2 4 1 7 2 RT O R R e d u c t i o n ( v p h ) 06 0 0 5 1 0 0 4 0 0 3 3 0 La n e G r o u p F l o w ( v p h ) 0 3 7 1 0 4 7 7 3 0 3 7 5 8 8 0 6 2 6 6 3 0 Tu r n T y p e Pe r m Pe r m Pr o t Pr o t Pr o t e c t e d P h a s e s 4 8 5 2 1 6 Pe r m i t t e d P h a s e s 4 8 Ac t u a t e d G r e e n , G ( s ) 25 . 1 25 . 1 2 5 . 1 3. 5 4 7 . 9 4. 7 4 9 . 1 Ef f e c t i v e G r e e n , g ( s ) 25 . 1 25 . 1 2 5 . 1 3. 5 4 7 . 9 4. 7 4 9 . 1 Ac t u a t e d g / C R a t i o 0. 2 8 0. 2 8 0 . 2 8 0. 0 4 0 . 5 3 0. 0 5 0 . 5 5 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 35 2 25 4 4 3 9 64 9 0 4 85 1 7 1 8 v/ s R a t i o P r o t 0. 0 5 0. 0 2 c 0 . 3 5 c 0 . 0 4 0 . 2 1 v/ s R a t i o P e r m c0 . 2 9 0. 0 5 v/ c R a t i o 1. 0 5 0. 1 9 0 . 1 7 0. 5 8 0 . 6 5 0. 7 3 0 . 3 9 Un i f o r m D e l a y , d 1 32 . 3 24 . 5 2 4 . 4 42 . 4 1 4 . 9 41 . 9 1 1 . 6 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 62 . 5 0. 4 0 . 2 12 . 0 3 . 6 26 . 6 0 . 7 De l a y ( s ) 94 . 8 24 . 9 2 4 . 6 54 . 4 1 8 . 6 68 . 5 1 2 . 3 Le v e l o f S e r v i c e F C C D B E B Ap p r o a c h D e l a y ( s ) 94 . 8 24 . 7 20 . 7 16 . 9 Ap p r o a c h L O S F C C B In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 34 . 0 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 7 9 Ac t u a t e d C y c l e L e n g t h ( s ) 89 . 7 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 72 . 5 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 5: T a l m a g e R o a d & W a u g h L a n e 1/ 1 6 / 2 0 1 2 Ba s e l i n e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 41 3 4 9 0 0 5 4 1 3 8 0 0 0 2 6 0 4 5 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 4 5 3 7 9 0 0 5 8 8 4 1 0 0 0 2 8 0 4 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e TW L T L Me d i a n s t o r a g e v e h ) 2 Up s t r e a m s i g n a l ( f t ) 50 5 pX , p l a t o o n u n b l o c k e d 0 . 9 0 0. 9 0 0 . 9 0 0. 9 0 0 . 9 0 0 . 9 0 vC , c o n f l i c t i n g v o l u m e 6 2 9 37 9 11 0 5 1 0 9 8 1 9 0 8 6 7 1 0 5 7 5 8 8 vC 1 , s t a g e 1 c o n f v o l 46 8 4 6 8 58 8 5 8 8 vC 2 , s t a g e 2 c o n f v o l 63 7 6 2 9 27 9 4 6 8 vC u , u n b l o c k e d v o l 52 9 37 9 10 6 0 1 0 5 2 1 9 0 7 9 4 1 0 0 5 4 8 3 tC , s i n g l e ( s ) 4. 1 4. 1 7. 5 6 . 5 6 . 9 7 . 5 6 . 5 6 . 9 tC , 2 s t a g e ( s ) 6. 5 5 . 5 6. 5 5 . 5 tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 95 10 0 10 0 1 0 0 1 0 0 9 3 1 0 0 9 0 cM c a p a c i t y ( v e h / h ) 9 4 0 11 7 6 31 0 3 6 6 8 2 0 4 3 3 4 0 0 4 8 0 Di r e c t i o n , L a n e # EB 1 E B 2 E B 3 W B 1 W B 2 S B 1 Vo l u m e T o t a l 45 1 9 0 1 9 0 5 8 8 4 1 7 7 Vo l u m e L e f t 45 00 0 0 2 8 Vo l u m e R i g h t 00 0 0 4 1 4 9 cS H 9 4 0 1 7 0 0 1 7 0 0 1 7 0 0 1 7 0 0 4 6 2 Vo l u m e t o C a p a c i t y 0 . 0 5 0 . 1 1 0 . 1 1 0 . 3 5 0 . 0 2 0 . 1 7 Qu e u e L e n g t h 9 5 t h ( f t ) 40 0 0 0 1 5 Co n t r o l D e l a y ( s ) 9. 0 0 . 0 0 . 0 0 . 0 0 . 0 1 4 . 4 La n e L O S A B Ap p r o a c h D e l a y ( s ) 0. 9 0. 0 14 . 4 Ap p r o a c h L O S B In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 1. 3 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 48 . 2 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d 1/ 1 6 / 2 0 1 2 Ba s e l i n e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 8 2 4 8 1 0 1 2 6 2 4 7 5 1 5 1 1 5 0 2 1 2 9 3 0 1 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 6 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 1 1 8 1 6 3 0 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 5 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 1 1 8 1 6 3 0 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 5 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 9 2 7 0 1 1 0 2 8 5 5 1 6 1 6 1 2 5 0 2 3 0 1 0 3 3 1 8 RT O R R e d u c t i o n ( v p h ) 0 3 2 00 1 0 0 0 1 4 5 0 1 7 0 La n e G r o u p F l o w ( v p h ) 9 3 4 8 0 2 8 5 5 3 1 0 1 2 5 0 8 5 1 0 3 4 0 Tu r n T y p e Pr o t Pr o t cu s t o m c u s t o m S p l i t Pr o t e c t e d P h a s e s 5 2 1 6 8 1 8 7 7 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 0 . 7 3 2 . 9 17 . 1 4 9 . 3 7. 5 28 . 6 4 . 0 4 . 0 Ef f e c t i v e G r e e n , g ( s ) 0 . 7 3 2 . 9 17 . 1 4 9 . 3 7. 5 28 . 6 4 . 0 4 . 0 Ac t u a t e d g / C R a t i o 0 . 0 1 0 . 4 2 0. 2 2 0 . 6 4 0. 1 0 0. 3 7 0 . 0 5 0 . 0 5 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 La n e G r p C a p ( v p h ) 15 1 3 2 4 36 0 2 0 6 4 30 6 53 8 8 4 8 4 v/ s R a t i o P r o t 0. 0 1 0 . 1 1 c 0 . 1 7 c 0 . 1 6 c 0 . 0 4 0. 0 6 0 . 0 1 c 0 . 0 2 v/ s R a t i o P e r m v/ c R a t i o 0. 6 0 0 . 2 6 0. 7 9 0 . 2 6 0. 4 1 0. 1 6 0 . 1 2 0 . 4 0 Un i f o r m D e l a y , d 1 38 . 3 1 4 . 4 28 . 5 6 . 1 32 . 9 16 . 4 3 5 . 1 3 5 . 6 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 3 6 . 3 0 . 5 10 . 6 0 . 3 0. 3 0. 1 0 . 2 1 . 2 De l a y ( s ) 74 . 5 1 4 . 9 39 . 1 6 . 4 33 . 2 16 . 4 3 5 . 3 3 6 . 8 Le v e l o f S e r v i c e E B D A C B D D Ap p r o a c h D e l a y ( s ) 16 . 3 17 . 8 22 . 3 36 . 5 Ap p r o a c h L O S B B C D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 19 . 2 H C M L e v e l o f S e r v i c e B HC M V o l u m e t o C a p a c i t y r a t i o 0. 4 2 Ac t u a t e d C y c l e L e n g t h ( s ) 77 . 5 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 46 . 9 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 7: T a l m a g e R o a d & U . S . 1 0 1 S B R a m p s 1/ 1 6 / 2 0 1 2 Ba s e l i n e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 0 4 2 9 0 0 3 2 9 0 0 0 1 4 1 0 0 4 2 6 Si g n C o n t r o l F r e e F r e e Y i e l d S t o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 0 4 6 6 0 0 3 5 8 0 0 0 1 5 3 0 0 4 6 3 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) 57 1 pX , p l a t o o n u n b l o c k e d 0. 9 4 0. 9 4 0 . 9 4 0 . 9 4 0 . 9 4 0 . 9 4 vC , c o n f l i c t i n g v o l u m e 3 5 8 46 6 12 8 7 8 2 4 4 6 6 9 7 7 8 2 4 3 5 8 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 3 5 8 3 9 5 1 2 7 2 7 7 7 3 9 5 9 4 1 7 7 7 3 5 8 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 10 0 10 0 10 0 1 0 0 7 5 1 0 0 1 0 0 3 3 cM c a p a c i t y ( v e h / h ) 1 2 0 1 10 8 8 44 3 0 7 6 1 2 1 7 1 3 0 7 6 8 7 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 46 6 3 5 8 1 5 3 4 6 3 Vo l u m e L e f t 00 0 0 Vo l u m e R i g h t 0 0 1 5 3 4 6 3 cS H 17 0 0 1 7 0 0 6 1 2 6 8 7 Vo l u m e t o C a p a c i t y 0 . 2 7 0 . 2 1 0 . 2 5 0 . 6 7 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 2 5 1 3 1 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 1 2 . 8 2 0 . 4 La n e L O S B C Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 1 2 . 8 2 0 . 4 Ap p r o a c h L O S B C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 7. 9 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 54 . 1 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 8: T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s 1/ 1 6 / 2 0 1 2 Ba s e l i n e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 27 7 0 0 2 8 5 8 5 3 0 Si g n C o n t r o l Fr e e Fr e e S t o p Gr a d e 0% 0% 0 % Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 3 0 1 0 0 3 1 0 9 2 3 3 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) 1 Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 30 1 61 1 3 0 1 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 3 0 1 6 1 1 3 0 1 tC , s i n g l e ( s ) 4. 1 6. 4 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 3. 5 3 . 3 p0 q u e u e f r e e % 10 0 80 9 6 cM c a p a c i t y ( v e h / h ) 12 6 0 45 7 7 3 9 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 Vo l u m e T o t a l 30 1 3 1 0 1 2 5 Vo l u m e L e f t 0 0 9 2 Vo l u m e R i g h t 0 0 3 3 cS H 17 0 0 1 7 0 0 6 1 9 Vo l u m e t o C a p a c i t y 0 . 1 8 0 . 1 8 0 . 2 0 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 1 9 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 1 3 . 6 La n e L O S B Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 1 3 . 6 Ap p r o a c h L O S B In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 2. 3 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 38 . 7 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 9: T a l m a g e R o a d & H a s t i n g s F r o n t a g e R o a d 1/ 1 6 / 2 0 1 2 Ba s e l i n e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 23 2 8 9 9 4 3 5 5 2 0 1 9 3 8 2 5 4 2 6 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 2 5 3 1 4 1 0 4 3 8 6 2 2 2 1 3 9 2 7 4 2 8 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 4 0 8 32 4 80 5 7 8 5 3 1 9 7 8 5 7 7 9 3 9 7 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 0 8 3 2 4 8 0 5 7 8 5 3 1 9 7 8 5 7 7 9 3 9 7 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 98 10 0 93 9 9 9 9 9 1 9 9 9 6 cM c a p a c i t y ( v e h / h ) 1 1 5 1 12 3 6 27 9 3 1 6 7 2 2 2 9 8 3 1 9 6 5 3 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 34 9 4 1 2 3 3 6 0 Vo l u m e L e f t 25 4 2 1 2 7 Vo l u m e R i g h t 10 2 2 9 2 8 cS H 11 5 1 1 2 3 6 3 3 9 4 0 4 Vo l u m e t o C a p a c i t y 0 . 0 2 0 . 0 0 0 . 1 0 0 . 1 5 Qu e u e L e n g t h 9 5 t h ( f t ) 2 0 8 1 3 Co n t r o l D e l a y ( s ) 0. 8 0 . 1 1 6 . 8 1 5 . 5 La n e L O S A A C C Ap p r o a c h D e l a y ( s ) 0. 8 0 . 1 1 6 . 8 1 5 . 5 Ap p r o a c h L O S C C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 2. 1 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 43 . 5 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 10 : C o m m e r c e D r i v e & A i r p o r t P a r k B o u l e v a r d 1/ 1 6 / 2 0 1 2 Ba s e l i n e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 59 5 4 7 4 1 2 1 2 8 3 8 1 3 9 5 3 6 1 8 6 7 1 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 0. 9 5 0. 9 3 1. 0 0 1 . 0 0 1. 0 0 0 . 9 6 Fl t P r o t e c t e d 0. 9 8 1. 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 15 9 9 15 8 6 1 6 3 0 3 2 4 4 1 6 3 0 3 1 2 5 Fl t P e r m i t t e d 0. 8 7 0. 9 9 0. 5 8 1 . 0 0 0. 6 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 14 2 0 15 7 4 99 6 3 2 4 4 1 1 2 1 3 1 2 5 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 64 5 9 8 0 1 2 3 3 0 4 1 1 5 1 5 3 9 2 0 2 7 7 RT O R R e d u c t i o n ( v p h ) 0 6 0 0 0 2 2 00 3 0 0 4 3 0 La n e G r o u p F l o w ( v p h ) 0 1 4 3 0 0 3 2 0 4 1 1 5 3 0 3 9 2 3 6 0 Tu r n T y p e Pe r m Pe r m Pe r m Pe r m Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 6. 6 6. 6 11 . 6 1 1 . 6 11 . 6 1 1 . 6 Ef f e c t i v e G r e e n , g ( s ) 6. 6 6. 6 11 . 6 1 1 . 6 11 . 6 1 1 . 6 Ac t u a t e d g / C R a t i o 0. 2 5 0. 2 5 0. 4 4 0 . 4 4 0. 4 4 0 . 4 4 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 35 8 39 7 44 1 1 4 3 6 49 6 1 3 8 4 v/ s R a t i o P r o t 0. 0 5 c0 . 0 8 v/ s R a t i o P e r m c0 . 1 0 0. 0 2 0. 0 4 0. 0 3 v/ c R a t i o 0. 4 0 0. 0 8 0. 0 9 0 . 1 1 0. 0 8 0 . 1 7 Un i f o r m D e l a y , d 1 8. 2 7. 5 4. 2 4 . 3 4. 2 4 . 4 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 0. 7 0. 1 0. 1 0 . 0 0. 1 0 . 1 De l a y ( s ) 8. 9 7. 6 4. 3 4 . 3 4. 3 4 . 5 Le v e l o f S e r v i c e A A A A A A Ap p r o a c h D e l a y ( s ) 8. 9 7. 6 4. 3 4. 4 Ap p r o a c h L O S AA A A In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 5. 8 H C M L e v e l o f S e r v i c e A HC M V o l u m e t o C a p a c i t y r a t i o 0. 2 5 Ac t u a t e d C y c l e L e n g t h ( s ) 26 . 2 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 39 . 6 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 1: M i l l S t r e e t & S t a t e S t r e e t 1/ 1 6 / 2 0 1 2 Ba s e l i n e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 57 6 9 6 4 1 1 7 0 7 3 6 7 0 0 1 0 8 6 5 3 3 8 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 0. 9 5 0. 9 5 Fr t 0. 9 5 0. 9 9 1. 0 0 0. 9 9 Fl t P r o t e c t e d 0. 9 9 0. 9 9 1. 0 0 1. 0 0 Sa t d . F l o w ( p r o t ) 16 1 3 16 8 6 32 4 5 32 3 2 Fl t P e r m i t t e d 0. 9 0 0. 9 6 0. 9 0 0. 9 4 Sa t d . F l o w ( p e r m ) 14 7 2 16 3 2 29 2 1 30 5 5 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 62 7 5 7 0 1 2 7 6 8 3 9 7 6 1 1 1 9 7 1 0 4 1 RT O R R e d u c t i o n ( v p h ) 0 4 2 00 5 0 0 2 0 0 1 0 0 La n e G r o u p F l o w ( v p h ) 0 1 6 5 0 0 9 1 0 0 8 0 9 0 0 7 5 0 0 Tu r n T y p e Pe r m Pe r m Pe r m Pe r m Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ef f e c t i v e G r e e n , g ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ac t u a t e d g / C R a t i o 0. 4 0 0. 4 0 0. 4 0 0. 4 0 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e G r p C a p ( v p h ) 58 9 65 3 11 6 8 12 2 2 v/ s R a t i o P r o t v/ s R a t i o P e r m c0 . 1 1 0. 0 6 c0 . 2 8 0. 2 5 v/ c R a t i o 0. 2 8 0. 1 4 0. 6 9 0. 6 1 Un i f o r m D e l a y , d 1 8. 1 7. 6 10 . 0 9. 5 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 1. 2 0. 4 3. 4 2. 3 De l a y ( s ) 9. 3 8. 1 13 . 3 11 . 9 Le v e l o f S e r v i c e AA B B Ap p r o a c h D e l a y ( s ) 9 . 3 8 . 1 1 3 . 3 1 1 . 9 Ap p r o a c h L O S AA B B In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 12 . 0 H C M L e v e l o f S e r v i c e B HC M V o l u m e t o C a p a c i t y r a t i o 0. 4 9 Ac t u a t e d C y c l e L e n g t h ( s ) 40 . 0 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 71 . 9 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 2: G o b b i S t r e e t & S t a t e S t r e e t 1/ 1 6 / 2 0 1 2 Ba s e l i n e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 87 2 1 9 5 2 1 9 6 1 9 2 6 0 7 6 5 8 1 1 2 5 1 0 8 6 2 4 4 3 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 1. 0 0 0 . 9 7 1. 0 0 0 . 9 6 1. 0 0 0 . 9 7 1. 0 0 0 . 9 9 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 1 6 6 6 1 6 3 0 1 6 5 5 1 6 3 0 3 1 7 3 1 6 3 0 3 2 2 8 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 1 6 6 6 1 6 3 0 1 6 5 5 1 6 3 0 3 1 7 3 1 6 3 0 3 2 2 8 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 95 2 3 8 5 7 2 1 3 2 0 9 6 5 8 3 6 3 2 1 3 6 1 1 7 6 7 8 4 7 RT O R R e d u c t i o n ( v p h ) 09 0 0 1 0 0 0 2 1 0 0 6 0 La n e G r o u p F l o w ( v p h ) 9 5 2 8 6 0 2 1 3 2 6 4 0 8 3 7 4 7 0 1 1 7 7 1 9 0 Tu r n T y p e Pr o t Pr o t Pr o t Pr o t Pr o t e c t e d P h a s e s 5 2 1 6 3 8 7 4 Pe r m i t t e d P h a s e s Ac t u a t e d G r e e n , G ( s ) 8 . 9 2 4 . 0 15 . 1 3 0 . 2 7. 3 2 3 . 6 8. 1 2 4 . 4 Ef f e c t i v e G r e e n , g ( s ) 8 . 9 2 4 . 0 15 . 1 3 0 . 2 7. 3 2 3 . 6 8. 1 2 4 . 4 Ac t u a t e d g / C R a t i o 0 . 1 0 0 . 2 8 0. 1 7 0 . 3 5 0. 0 8 0 . 2 7 0. 0 9 0 . 2 8 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 1 6 7 4 6 1 28 4 5 7 6 13 7 8 6 3 15 2 9 0 7 v/ s R a t i o P r o t 0. 0 6 c 0 . 1 7 c 0 . 1 3 0 . 1 6 0. 0 5 c 0 . 2 4 0. 0 7 c 0 . 2 2 v/ s R a t i o P e r m v/ c R a t i o 0. 5 7 0 . 6 2 0. 7 5 0 . 4 6 0. 6 1 0 . 8 7 0. 7 7 0 . 7 9 Un i f o r m D e l a y , d 1 37 . 1 2 7 . 4 34 . 1 2 1 . 9 38 . 4 3 0 . 1 38 . 4 2 8 . 9 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 4 . 4 6 . 1 10 . 6 2 . 6 7. 4 9 . 1 20 . 6 4 . 8 De l a y ( s ) 41 . 5 3 3 . 6 44 . 7 2 4 . 6 45 . 7 3 9 . 1 59 . 0 3 3 . 7 Le v e l o f S e r v i c e D C D C D D E C Ap p r o a c h D e l a y ( s ) 35 . 5 33 . 3 39 . 8 37 . 2 Ap p r o a c h L O S DC D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 37 . 1 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 0. 7 4 Ac t u a t e d C y c l e L e n g t h ( s ) 86 . 8 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 69 . 3 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 3: T a l m a g e R o a d & S t a t e S t r e e t 1/ 1 6 / 2 0 1 2 Ba s e l i n e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t W B L W B R N B T N B R S B L S B T La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 31 0 2 5 8 3 8 6 2 5 3 3 0 1 4 0 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 0 . 9 5 0. 9 5 Fr t 1. 0 0 0 . 8 5 0 . 9 4 1. 0 0 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p r o t ) 16 3 0 1 4 5 8 3 0 6 6 31 9 2 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p e r m ) 16 3 0 1 4 5 8 3 0 6 6 31 9 2 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 33 7 2 8 0 4 2 0 2 7 5 3 2 7 4 4 2 RT O R R e d u c t i o n ( v p h ) 0 2 0 0 9 7 0 0 0 La n e G r o u p F l o w ( v p h ) 3 3 7 8 0 5 9 8 0 0 7 6 9 Tu r n T y p e Pe r m Sp l i t Pr o t e c t e d P h a s e s 4 2 1 1 Pe r m i t t e d P h a s e s 4 Ac t u a t e d G r e e n , G ( s ) 2 4 . 7 2 4 . 7 2 1 . 6 26 . 0 Ef f e c t i v e G r e e n , g ( s ) 2 4 . 7 2 4 . 7 2 1 . 6 26 . 0 Ac t u a t e d g / C R a t i o 0 . 2 9 0 . 2 9 0 . 2 5 0. 3 0 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 2 . 0 2. 0 La n e G r p C a p ( v p h ) 4 6 7 4 1 7 7 6 7 96 2 v/ s R a t i o P r o t c0 . 2 1 c 0 . 1 9 c0 . 2 4 v/ s R a t i o P e r m 0. 0 5 v/ c R a t i o 0. 7 2 0 . 1 9 0 . 7 8 0. 8 0 Un i f o r m D e l a y , d 1 27 . 7 2 3 . 3 3 0 . 1 27 . 7 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1 . 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 5 . 4 0 . 2 4 . 6 4. 4 De l a y ( s ) 33 . 1 2 3 . 5 3 4 . 7 32 . 2 Le v e l o f S e r v i c e C C C C Ap p r o a c h D e l a y ( s ) 2 8 . 8 34 . 7 32 . 2 Ap p r o a c h L O S C C C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 32 . 0 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 7 7 Ac t u a t e d C y c l e L e n g t h ( s ) 86 . 3 S u m o f l o s t t i m e ( s ) 14 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 72 . 4 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 4: W a s h i n g t o n A v e n u e & S t a t e S t r e e t 1/ 1 6 / 2 0 1 2 Ba s e l i n e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 15 2 5 8 2 6 8 3 4 5 4 9 3 3 4 9 4 7 9 7 6 5 3 7 1 4 0 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 Fr t 0. 9 9 1. 0 0 0 . 9 2 1. 0 0 0 . 9 8 1. 0 0 0 . 9 7 Fl t P r o t e c t e d 0. 9 7 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 8 1 6 3 0 1 5 8 2 1 6 3 0 1 6 8 0 1 6 3 0 3 1 5 9 Fl t P e r m i t t e d 0. 7 4 0. 6 2 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 12 5 8 1 0 7 2 1 5 8 2 1 6 3 0 1 6 8 0 1 6 3 0 3 1 5 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 16 5 6 3 2 8 9 0 4 9 5 3 3 6 5 3 7 8 6 8 3 5 8 4 1 5 2 RT O R R e d u c t i o n ( v p h ) 05 0 0 4 0 0 0 6 0 0 2 2 0 La n e G r o u p F l o w ( v p h ) 0 2 5 1 0 9 0 6 2 0 3 6 6 1 7 0 8 3 7 1 4 0 Tu r n T y p e Pe r m Pe r m Pr o t Pr o t Pr o t e c t e d P h a s e s 4 8 5 2 1 6 Pe r m i t t e d P h a s e s 4 8 Ac t u a t e d G r e e n , G ( s ) 20 . 6 20 . 6 2 0 . 6 3. 4 4 9 . 3 4. 6 5 0 . 5 Ef f e c t i v e G r e e n , g ( s ) 20 . 6 20 . 6 2 0 . 6 3. 4 4 9 . 3 4. 6 5 0 . 5 Ac t u a t e d g / C R a t i o 0. 2 4 0. 2 4 0 . 2 4 0. 0 4 0 . 5 7 0. 0 5 0 . 5 8 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 30 0 25 5 3 7 7 64 9 5 8 87 1 8 4 4 v/ s R a t i o P r o t 0. 0 4 0. 0 2 c 0 . 3 7 c 0 . 0 5 0 . 2 3 v/ s R a t i o P e r m c0 . 2 0 0. 0 8 v/ c R a t i o 0. 8 4 0. 3 5 0 . 1 6 0. 5 6 0 . 6 4 0. 9 5 0 . 3 9 Un i f o r m D e l a y , d 1 31 . 3 27 . 4 2 6 . 1 40 . 8 1 2 . 6 40 . 8 9 . 7 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 17 . 9 0. 8 0 . 2 10 . 8 3 . 3 80 . 6 0 . 6 De l a y ( s ) 49 . 2 28 . 3 2 6 . 3 51 . 7 1 6 . 0 1 2 1 . 5 1 0 . 3 Le v e l o f S e r v i c e D C C D B F B Ap p r o a c h D e l a y ( s ) 49 . 2 27 . 2 17 . 9 21 . 6 Ap p r o a c h L O S D C B C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 24 . 6 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 7 2 Ac t u a t e d C y c l e L e n g t h ( s ) 86 . 5 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 68 . 8 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 5: T a l m a g e R o a d & W a u g h L a n e 1/ 1 6 / 2 0 1 2 Ba s e l i n e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 88 6 9 8 0 0 7 0 0 8 5 0 0 0 5 8 0 8 2 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 9 6 7 5 9 0 0 7 6 1 9 2 0 0 0 6 3 0 8 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e TW L T L Me d i a n s t o r a g e v e h ) 2 Up s t r e a m s i g n a l ( f t ) 50 5 pX , p l a t o o n u n b l o c k e d 0 . 8 9 0. 8 9 0 . 8 9 0. 8 9 0 . 8 9 0 . 8 9 vC , c o n f l i c t i n g v o l u m e 8 5 3 75 9 18 0 0 1 8 0 3 3 7 9 1 3 3 2 1 7 1 1 7 6 1 vC 1 , s t a g e 1 c o n f v o l 95 0 9 5 0 76 1 7 6 1 vC 2 , s t a g e 2 c o n f v o l 85 0 8 5 3 57 1 9 5 0 vC u , u n b l o c k e d v o l 77 4 75 9 18 3 7 1 8 4 0 3 7 9 1 3 1 1 1 7 3 7 6 7 1 tC , s i n g l e ( s ) 4. 1 4. 1 7. 5 6 . 5 6 . 9 7 . 5 6 . 5 6 . 9 tC , 2 s t a g e ( s ) 6. 5 5 . 5 6. 5 5 . 5 tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 87 10 0 10 0 1 0 0 1 0 0 7 8 1 0 0 7 5 cM c a p a c i t y ( v e h / h ) 7 5 8 84 9 12 3 2 0 1 6 1 8 2 8 6 2 4 0 3 6 0 Di r e c t i o n , L a n e # EB 1 E B 2 E B 3 W B 1 W B 2 S B 1 Vo l u m e T o t a l 96 3 7 9 3 7 9 7 6 1 9 2 1 5 2 Vo l u m e L e f t 96 00 0 0 6 3 Vo l u m e R i g h t 00 0 0 9 2 8 9 cS H 7 5 8 1 7 0 0 1 7 0 0 1 7 0 0 1 7 0 0 3 2 5 Vo l u m e t o C a p a c i t y 0 . 1 3 0 . 2 2 0 . 2 2 0 . 4 5 0 . 0 5 0 . 4 7 Qu e u e L e n g t h 9 5 t h ( f t ) 1 1 00 0 0 5 9 Co n t r o l D e l a y ( s ) 10 . 4 0 . 0 0 . 0 0 . 0 0 . 0 2 5 . 4 La n e L O S B D Ap p r o a c h D e l a y ( s ) 1. 2 0. 0 25 . 4 Ap p r o a c h L O S D In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 2. 6 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 64 . 2 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d 1/ 1 6 / 2 0 1 2 Ba s e l i n e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 14 4 1 0 2 5 9 3 9 8 4 8 6 1 4 2 2 3 0 4 9 1 1 3 4 7 2 4 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 4 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 0 7 0 1 6 3 0 3 2 4 6 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 0 7 0 1 6 3 0 3 2 4 6 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 15 4 4 6 2 8 2 4 3 3 5 2 8 1 5 2 4 2 0 5 3 4 1 4 5 1 2 6 RT O R R e d u c t i o n ( v p h ) 0 8 7 00 2 0 0 0 2 4 7 0 1 9 0 La n e G r o u p F l o w ( v p h ) 1 5 6 4 1 0 4 3 3 5 4 1 0 2 4 2 0 2 8 7 1 4 5 8 0 Tu r n T y p e Pr o t Pr o t cu s t o m c u s t o m S p l i t Pr o t e c t e d P h a s e s 5 2 1 6 8 1 8 7 7 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 0 . 7 2 9 . 6 26 . 3 5 5 . 2 11 . 6 41 . 9 6 . 5 6 . 5 Ef f e c t i v e G r e e n , g ( s ) 0 . 7 2 9 . 6 26 . 3 5 5 . 2 11 . 6 41 . 9 6 . 5 6 . 5 Ac t u a t e d g / C R a t i o 0 . 0 1 0 . 3 3 0. 2 9 0 . 6 1 0. 1 3 0. 4 7 0 . 0 7 0 . 0 7 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 La n e G r p C a p ( v p h ) 13 1 0 1 0 47 6 1 9 9 1 40 8 67 9 1 1 8 1 1 8 v/ s R a t i o P r o t 0. 0 1 c 0 . 2 1 c 0 . 2 7 0 . 1 7 c 0 . 0 8 0. 2 0 0 . 0 1 c 0 . 0 4 v/ s R a t i o P e r m v/ c R a t i o 1. 1 5 0 . 6 4 0. 9 1 0 . 2 7 0. 5 9 0. 4 2 0 . 1 2 0 . 4 9 Un i f o r m D e l a y , d 1 44 . 6 2 5 . 6 30 . 7 8 . 1 37 . 0 16 . 0 3 9 . 1 4 0 . 1 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 3 0 5 . 0 3 . 0 20 . 7 0 . 3 1. 5 0. 2 0 . 2 1 . 2 De l a y ( s ) 34 9 . 6 2 8 . 7 51 . 4 8 . 4 38 . 5 16 . 2 3 9 . 2 4 1 . 3 Le v e l o f S e r v i c e F C D A D B D D Ap p r o a c h D e l a y ( s ) 35 . 1 27 . 5 23 . 1 41 . 0 Ap p r o a c h L O S DC C D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 28 . 9 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 7 1 Ac t u a t e d C y c l e L e n g t h ( s ) 90 . 0 S u m o f l o s t t i m e ( s ) 16 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 68 . 8 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 7: T a l m a g e R o a d & U . S . 1 0 1 S B R a m p s 1/ 1 6 / 2 0 1 2 Ba s e l i n e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 0 8 7 2 0 0 3 8 2 0 0 0 1 8 6 0 0 5 5 5 Si g n C o n t r o l F r e e F r e e Y i e l d S t o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 0 9 4 8 0 0 4 1 5 0 0 0 2 0 2 0 0 6 0 3 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) 57 1 pX , p l a t o o n u n b l o c k e d 0. 8 0 0. 8 0 0 . 8 0 0 . 8 0 0 . 8 0 0 . 8 0 vC , c o n f l i c t i n g v o l u m e 4 1 5 94 8 19 6 6 1 3 6 3 9 4 8 1 5 6 5 1 3 6 3 4 1 5 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 1 5 8 0 8 2 0 8 4 1 3 2 8 8 0 8 1 5 8 2 1 3 2 8 4 1 5 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 10 0 10 0 10 0 1 0 0 3 3 1 0 0 1 0 0 5 cM c a p a c i t y ( v e h / h ) 1 1 4 4 65 2 2 1 2 4 3 0 4 2 4 1 2 4 6 3 7 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 94 8 4 1 5 2 0 2 6 0 3 Vo l u m e L e f t 00 0 0 Vo l u m e R i g h t 0 0 2 0 2 6 0 3 cS H 17 0 0 1 7 0 0 3 0 4 6 3 7 Vo l u m e t o C a p a c i t y 0 . 5 6 0 . 2 4 0 . 6 7 0 . 9 5 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 1 1 1 3 2 7 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 3 7 . 5 4 9 . 1 La n e L O S E E Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 3 7 . 5 4 9 . 1 Ap p r o a c h L O S E E In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 17 . 2 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 69 . 0 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 8: T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s 1/ 1 6 / 2 0 1 2 Ba s e l i n e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 44 4 0 0 2 9 7 1 1 4 5 4 Si g n C o n t r o l Fr e e Fr e e S t o p Gr a d e 0% 0% 0 % Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 4 8 3 0 0 3 2 3 1 2 4 5 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) 1 Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 48 3 80 5 4 8 3 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 8 3 8 0 5 4 8 3 tC , s i n g l e ( s ) 4. 1 6. 4 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 3. 5 3 . 3 p0 q u e u e f r e e % 10 0 65 9 0 cM c a p a c i t y ( v e h / h ) 10 8 0 35 2 5 8 4 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 Vo l u m e T o t a l 48 3 3 2 3 1 8 3 Vo l u m e L e f t 0 0 1 2 4 Vo l u m e R i g h t 0 0 5 9 cS H 17 0 0 1 7 0 0 4 6 1 Vo l u m e t o C a p a c i t y 0 . 2 8 0 . 1 9 0 . 4 0 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 4 7 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 1 7 . 9 La n e L O S C Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 1 7 . 9 Ap p r o a c h L O S C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 3. 3 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 69 . 5 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 9: T a l m a g e R o a d & H a s t i n g s F r o n t a g e R o a d 1/ 1 6 / 2 0 1 2 Ba s e l i n e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 49 4 3 1 2 6 8 4 0 4 1 8 2 7 5 8 3 1 4 2 7 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 5 3 4 6 8 2 8 9 4 3 9 2 0 2 9 5 9 3 4 4 2 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 4 5 9 49 7 10 8 7 1 0 6 5 4 8 3 1 0 6 7 1 0 7 0 4 4 9 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 5 9 4 9 7 1 0 8 7 1 0 6 5 4 8 3 1 0 6 7 1 0 7 0 4 4 9 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 95 99 83 9 7 9 9 8 2 9 8 9 5 cM c a p a c i t y ( v e h / h ) 1 1 0 2 10 6 7 17 4 2 1 0 5 8 4 1 8 5 2 0 9 6 1 0 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 55 0 4 6 7 4 3 6 7 Vo l u m e L e f t 53 9 2 9 3 4 Vo l u m e R i g h t 28 2 0 9 2 9 cS H 11 0 2 1 0 6 7 2 0 7 2 6 8 Vo l u m e t o C a p a c i t y 0 . 0 5 0 . 0 1 0 . 2 1 0 . 2 5 Qu e u e L e n g t h 9 5 t h ( f t ) 4 1 1 9 2 4 Co n t r o l D e l a y ( s ) 1. 3 0 . 2 2 6 . 9 2 2 . 9 La n e L O S A A D C Ap p r o a c h D e l a y ( s ) 1. 3 0 . 2 2 6 . 9 2 2 . 9 Ap p r o a c h L O S D C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 3. 2 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 66 . 8 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 10 : C o m m e r c e D r i v e & A i r p o r t P a r k B o u l e v a r d 1/ 1 6 / 2 0 1 2 Ba s e l i n e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 94 7 9 8 8 4 5 0 7 3 9 1 2 8 0 8 6 6 1 9 8 7 9 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 0. 9 5 0. 9 2 1. 0 0 1 . 0 0 1. 0 0 0 . 9 6 Fl t P r o t e c t e d 0. 9 8 1. 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 0 9 15 8 0 1 6 3 0 3 2 4 6 1 6 3 0 3 1 2 0 Fl t P e r m i t t e d 0. 8 3 0. 9 9 0. 5 7 1 . 0 0 0. 5 6 1 . 0 0 Sa t d . F l o w ( p e r m ) 13 5 1 15 6 0 97 5 3 2 4 6 96 4 3 1 2 0 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 10 2 8 6 9 6 4 5 4 7 9 9 9 3 0 4 9 7 2 2 1 5 8 6 RT O R R e d u c t i o n ( v p h ) 0 5 4 0 0 5 6 00 5 0 0 5 0 0 La n e G r o u p F l o w ( v p h ) 0 2 3 0 0 0 8 1 0 9 9 3 0 8 0 7 2 2 5 1 0 Tu r n T y p e Pe r m Pe r m Pe r m Pe r m Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 8. 3 8. 3 12 . 0 1 2 . 0 12 . 0 1 2 . 0 Ef f e c t i v e G r e e n , g ( s ) 8. 3 8. 3 12 . 0 1 2 . 0 12 . 0 1 2 . 0 Ac t u a t e d g / C R a t i o 0. 2 9 0. 2 9 0. 4 2 0 . 4 2 0. 4 2 0 . 4 2 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 39 6 45 8 41 3 1 3 7 6 40 9 1 3 2 3 v/ s R a t i o P r o t 0. 0 9 0. 0 8 v/ s R a t i o P e r m c0 . 1 7 0. 0 5 c 0 . 1 0 0. 0 7 v/ c R a t i o 0. 5 8 0. 1 8 0. 2 4 0 . 2 2 0. 1 8 0 . 1 9 Un i f o r m D e l a y , d 1 8. 5 7. 5 5. 2 5 . 2 5. 1 5 . 1 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 2. 1 0. 2 0. 3 0 . 1 0. 2 0 . 1 De l a y ( s ) 10 . 6 7. 6 5. 5 5 . 3 5. 3 5 . 2 Le v e l o f S e r v i c e B A A A A A Ap p r o a c h D e l a y ( s ) 10 . 6 7. 6 5. 3 5. 2 Ap p r o a c h L O S BA A A In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 6. 8 H C M L e v e l o f S e r v i c e A HC M V o l u m e t o C a p a c i t y r a t i o 0. 3 8 Ac t u a t e d C y c l e L e n g t h ( s ) 28 . 3 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 51 . 4 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 1: M i l l S t r e e t & S t a t e S t r e e t 6/ 2 1 / 2 0 1 2 Fu t u r e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 52 6 7 4 8 0 6 5 9 3 6 5 5 1 6 8 4 3 0 2 3 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 0. 9 5 0. 9 5 Fr t 0. 9 6 0. 9 8 1. 0 0 0. 9 9 Fl t P r o t e c t e d 0. 9 8 1. 0 0 1. 0 0 1. 0 0 Sa t d . F l o w ( p r o t ) 16 2 4 16 8 9 32 4 5 32 3 3 Fl t P e r m i t t e d 0. 9 0 1. 0 0 0. 9 1 0. 9 5 Sa t d . F l o w ( p e r m ) 14 8 5 16 8 9 29 5 8 30 6 2 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 55 7 1 5 1 0 6 8 9 3 8 5 8 0 6 8 4 5 3 2 4 RT O R R e d u c t i o n ( v p h ) 0 2 4 00 6 0 0 1 0 0 6 0 La n e G r o u p F l o w ( v p h ) 0 1 5 3 0 0 7 1 0 0 6 2 3 0 0 4 7 9 0 Tu r n T y p e Pe r m Pe r m Pe r m Pe r m Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 21 . 0 21 . 0 31 . 0 31 . 0 Ef f e c t i v e G r e e n , g ( s ) 21 . 0 21 . 0 31 . 0 31 . 0 Ac t u a t e d g / C R a t i o 0. 3 5 0. 3 5 0. 5 2 0. 5 2 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e G r p C a p ( v p h ) 52 0 59 1 15 2 8 15 8 2 v/ s R a t i o P r o t 0. 0 4 v/ s R a t i o P e r m c0 . 1 0 c0 . 2 1 0. 1 6 v/ c R a t i o 0. 2 9 0. 1 2 0. 4 1 0. 3 0 Un i f o r m D e l a y , d 1 14 . 1 13 . 2 8. 9 8. 3 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 1. 4 0. 4 0. 8 0. 5 De l a y ( s ) 15 . 6 13 . 6 9. 7 8. 8 Le v e l o f S e r v i c e BB A A Ap p r o a c h D e l a y ( s ) 1 5 . 6 1 3 . 6 9 . 7 8 . 8 Ap p r o a c h L O S BB A A In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 10 . 4 H C M L e v e l o f S e r v i c e B HC M V o l u m e t o C a p a c i t y r a t i o 0. 3 6 Ac t u a t e d C y c l e L e n g t h ( s ) 60 . 0 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 58 . 6 % I C U L e v e l o f S e r v i c e B An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 2: G o b b i S t r e e t & S t a t e S t r e e t 6/ 2 1 / 2 0 1 2 Fu t u r e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 11 5 2 1 1 9 1 9 2 2 3 1 4 6 3 4 4 9 3 8 3 5 1 4 2 4 3 2 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 1. 0 0 0 . 9 5 1. 0 0 0 . 9 8 1. 0 0 0 . 9 8 1. 0 0 0 . 9 9 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 1 6 3 8 1 6 3 0 1 6 7 3 1 6 3 0 3 1 9 0 1 6 3 0 3 2 2 5 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 1 6 3 8 1 6 3 0 1 6 7 3 1 6 3 0 3 1 9 0 1 6 3 0 3 2 2 5 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 12 1 2 2 2 9 6 9 7 2 4 3 4 8 3 6 5 1 9 8 7 5 4 4 4 6 3 4 RT O R R e d u c t i o n ( v p h ) 0 2 5 0 0 1 1 0 0 2 3 00 9 0 La n e G r o u p F l o w ( v p h ) 1 2 1 2 9 3 0 9 7 2 8 0 0 3 6 5 8 3 0 5 4 4 7 1 0 Tu r n T y p e Pr o t Pr o t Pr o t Pr o t Pr o t e c t e d P h a s e s 5 2 1 6 3 8 7 4 Pe r m i t t e d P h a s e s Ac t u a t e d G r e e n , G ( s ) 5 . 2 1 8 . 8 4. 5 1 8 . 1 1. 4 1 3 . 8 2. 8 1 5 . 2 Ef f e c t i v e G r e e n , g ( s ) 5 . 2 1 8 . 8 4. 5 1 8 . 1 1. 4 1 3 . 8 2. 8 1 5 . 2 Ac t u a t e d g / C R a t i o 0 . 0 9 0 . 3 4 0. 0 8 0 . 3 2 0. 0 3 0 . 2 5 0. 0 5 0 . 2 7 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 1 5 2 5 5 1 13 1 5 4 2 41 7 8 8 82 8 7 7 v/ s R a t i o P r o t c0 . 0 7 c 0 . 1 8 0. 0 6 0 . 1 7 0. 0 2 c 0 . 1 8 0. 0 3 c 0 . 1 5 v/ s R a t i o P e r m v/ c R a t i o 0. 8 0 0 . 5 3 0. 7 4 0 . 5 2 0. 8 8 0 . 7 4 0. 6 6 0 . 5 4 Un i f o r m D e l a y , d 1 24 . 8 1 5 . 0 25 . 1 1 5 . 3 27 . 2 1 9 . 4 26 . 1 1 7 . 3 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 2 4 . 3 3 . 7 20 . 0 3 . 5 92 . 9 3 . 7 17 . 5 0 . 6 De l a y ( s ) 49 . 2 1 8 . 7 45 . 1 1 8 . 8 1 2 0 . 1 2 3 . 1 43 . 6 1 8 . 0 Le v e l o f S e r v i c e D B D B F C D B Ap p r o a c h D e l a y ( s ) 27 . 1 25 . 4 28 . 5 20 . 6 Ap p r o a c h L O S CC C C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 25 . 5 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 5 7 Ac t u a t e d C y c l e L e n g t h ( s ) 55 . 9 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 57 . 9 % I C U L e v e l o f S e r v i c e B An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 3: T a l m a g e R o a d & S t a t e S t r e e t 6/ 2 1 / 2 0 1 2 Fu t u r e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t W B L W B R N B T N B R S B L S B T La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 31 0 2 1 1 3 8 8 2 1 5 2 2 5 3 6 1 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 0 . 9 5 0. 9 5 Fr t 1. 0 0 0 . 8 5 0 . 9 5 1. 0 0 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p r o t ) 16 3 0 1 4 5 8 3 0 8 6 31 9 8 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p e r m ) 16 3 0 1 4 5 8 3 0 8 6 31 9 8 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 32 6 2 2 2 4 0 8 2 2 6 2 3 7 3 8 0 RT O R R e d u c t i o n ( v p h ) 0 1 6 2 1 3 9 0 0 0 La n e G r o u p F l o w ( v p h ) 3 2 6 6 0 4 9 5 0 0 6 1 7 Tu r n T y p e Pe r m Sp l i t Pr o t e c t e d P h a s e s 4 2 1 1 Pe r m i t t e d P h a s e s 4 Ac t u a t e d G r e e n , G ( s ) 1 4 . 1 1 4 . 1 1 2 . 6 11 . 2 Ef f e c t i v e G r e e n , g ( s ) 1 4 . 1 1 4 . 1 1 2 . 6 11 . 2 Ac t u a t e d g / C R a t i o 0 . 2 7 0 . 2 7 0 . 2 4 0. 2 2 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 2 . 0 2. 0 La n e G r p C a p ( v p h ) 4 4 3 3 9 6 7 4 9 69 0 v/ s R a t i o P r o t c0 . 2 0 c 0 . 1 6 c0 . 1 9 v/ s R a t i o P e r m 0. 0 4 v/ c R a t i o 0. 7 4 0 . 1 5 0 . 6 6 0. 8 9 Un i f o r m D e l a y , d 1 17 . 2 1 4 . 4 1 7 . 7 19 . 8 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1 . 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 6 . 3 0 . 2 1 . 7 13 . 7 De l a y ( s ) 23 . 5 1 4 . 5 1 9 . 4 33 . 5 Le v e l o f S e r v i c e C B B C Ap p r o a c h D e l a y ( s ) 1 9 . 8 19 . 4 33 . 5 Ap p r o a c h L O S B B C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 24 . 4 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 7 6 Ac t u a t e d C y c l e L e n g t h ( s ) 51 . 9 S u m o f l o s t t i m e ( s ) 14 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 67 . 4 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 4: W a s h i n g t o n A v e n u e & S t a t e S t r e e t 6/ 2 1 / 2 0 1 2 Fu t u r e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 18 1 2 0 5 5 0 4 7 5 3 6 6 3 4 6 1 5 1 2 6 1 0 3 5 3 2 1 6 0 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 Fr t 0. 9 8 1. 0 0 0 . 9 2 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 Fl t P r o t e c t e d 0. 9 8 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 5 5 1 6 3 0 1 5 7 4 1 6 3 0 1 6 7 2 1 6 3 0 3 1 4 7 Fl t P e r m i t t e d 0. 7 9 0. 4 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 13 3 8 77 8 1 5 7 4 1 6 3 0 1 6 7 2 1 6 3 0 3 1 4 7 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 19 1 2 1 6 5 3 4 9 5 6 6 9 3 6 6 4 7 1 3 3 1 0 8 5 6 0 1 6 8 RT O R R e d u c t i o n ( v p h ) 05 0 0 4 6 0 0 8 0 0 2 9 0 La n e G r o u p F l o w ( v p h ) 0 4 5 5 0 4 9 7 9 0 3 6 7 7 2 0 1 0 8 6 9 9 0 Tu r n T y p e Pe r m Pe r m Pr o t Pr o t Pr o t e c t e d P h a s e s 4 8 5 2 1 6 Pe r m i t t e d P h a s e s 4 8 Ac t u a t e d G r e e n , G ( s ) 30 . 0 30 . 0 3 0 . 0 3. 6 4 2 . 6 7. 0 4 6 . 0 Ef f e c t i v e G r e e n , g ( s ) 30 . 0 30 . 0 3 0 . 0 3. 6 4 2 . 6 7. 0 4 6 . 0 Ac t u a t e d g / C R a t i o 0. 3 3 0. 3 3 0 . 3 3 0. 0 4 0 . 4 7 0. 0 8 0 . 5 0 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 43 8 25 5 5 1 6 64 7 7 8 12 5 1 5 8 0 v/ s R a t i o P r o t 0. 0 5 0. 0 2 c 0 . 4 6 c 0 . 0 7 c 0 . 2 2 v/ s R a t i o P e r m c0 . 3 4 0. 0 6 v/ c R a t i o 1. 0 4 0. 1 9 0 . 1 5 0. 5 6 0 . 9 9 0. 8 6 0 . 4 4 Un i f o r m D e l a y , d 1 30 . 8 22 . 1 2 1 . 8 43 . 2 2 4 . 3 41 . 8 1 4 . 6 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 53 . 2 0. 4 0 . 1 10 . 8 3 0 . 4 42 . 1 0 . 9 De l a y ( s ) 84 . 0 22 . 5 2 1 . 9 54 . 1 5 4 . 8 83 . 9 1 5 . 5 Le v e l o f S e r v i c e F C C D D F B Ap p r o a c h D e l a y ( s ) 84 . 0 22 . 1 54 . 8 24 . 3 Ap p r o a c h L O S F C D C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 47 . 0 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 1. 0 3 Ac t u a t e d C y c l e L e n g t h ( s ) 91 . 6 S u m o f l o s t t i m e ( s ) 16 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 92 . 2 % I C U L e v e l o f S e r v i c e F An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 5: T a l m a g e R o a d & W a u g h L a n e 6/ 2 1 / 2 0 1 2 Fu t u r e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 46 3 8 5 0 0 5 1 3 5 3 0 0 0 2 4 0 4 5 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ho u r l y f l o w r a t e ( v p h ) 4 8 4 0 5 0 0 5 4 0 5 6 0 0 0 2 5 0 4 7 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e TW L T L Me d i a n s t o r a g e v e h ) 2 Up s t r e a m s i g n a l ( f t ) 50 5 pX , p l a t o o n u n b l o c k e d 0 . 9 0 0. 9 0 0 . 9 0 0. 9 0 0 . 9 0 0 . 9 0 vC , c o n f l i c t i n g v o l u m e 5 9 6 40 5 10 8 9 1 0 9 8 2 0 3 8 3 9 1 0 4 2 5 4 0 vC 1 , s t a g e 1 c o n f v o l 50 2 5 0 2 54 0 5 4 0 vC 2 , s t a g e 2 c o n f v o l 58 7 5 9 6 29 9 5 0 2 vC u , u n b l o c k e d v o l 49 9 40 5 10 4 5 1 0 5 5 2 0 3 7 6 9 9 9 3 4 3 7 tC , s i n g l e ( s ) 4. 1 4. 1 7. 5 6 . 5 6 . 9 7 . 5 6 . 5 6 . 9 tC , 2 s t a g e ( s ) 6. 5 5 . 5 6. 5 5 . 5 tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 95 10 0 10 0 1 0 0 1 0 0 9 4 1 0 0 9 1 cM c a p a c i t y ( v e h / h ) 9 7 1 11 5 0 32 5 3 6 9 8 0 4 4 5 3 4 0 5 5 1 7 Di r e c t i o n , L a n e # EB 1 E B 2 E B 3 W B 1 W B 2 S B 1 Vo l u m e T o t a l 48 2 0 3 2 0 3 5 4 0 5 6 7 3 Vo l u m e L e f t 48 00 0 0 2 5 Vo l u m e R i g h t 00 0 0 5 6 4 7 cS H 9 7 1 1 7 0 0 1 7 0 0 1 7 0 0 1 7 0 0 4 9 3 Vo l u m e t o C a p a c i t y 0 . 0 5 0 . 1 2 0 . 1 2 0 . 3 2 0 . 0 3 0 . 1 5 Qu e u e L e n g t h 9 5 t h ( f t ) 40 0 0 0 1 3 Co n t r o l D e l a y ( s ) 8. 9 0 . 0 0 . 0 0 . 0 0 . 0 1 3 . 6 La n e L O S A B Ap p r o a c h D e l a y ( s ) 0. 9 0. 0 13 . 6 Ap p r o a c h L O S B In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 1. 3 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 47 . 1 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d 6/ 2 1 / 2 0 1 2 Fu t u r e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 8 2 5 9 1 1 2 3 5 5 4 9 4 1 5 1 0 6 0 2 0 6 9 3 0 1 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 5 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 1 1 2 1 6 3 0 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 3 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 1 1 2 1 6 3 0 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 3 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 8 2 7 3 1 1 8 3 7 4 5 2 0 1 6 1 1 2 0 2 1 7 9 3 2 1 8 RT O R R e d u c t i o n ( v p h ) 0 4 1 00 1 0 0 0 1 2 3 0 1 7 0 La n e G r o u p F l o w ( v p h ) 8 3 5 0 0 3 7 4 5 3 5 0 1 1 2 0 9 4 9 3 3 0 Tu r n T y p e Pr o t Pr o t cu s t o m c u s t o m S p l i t Pr o t e c t e d P h a s e s 5 2 1 6 8 1 8 7 7 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 0 . 7 2 7 . 8 22 . 1 4 9 . 2 7. 1 33 . 2 4 . 0 4 . 0 Ef f e c t i v e G r e e n , g ( s ) 0 . 7 2 7 . 8 22 . 1 4 9 . 2 7. 1 33 . 2 4 . 0 4 . 0 Ac t u a t e d g / C R a t i o 0 . 0 1 0 . 3 6 0. 2 9 0 . 6 4 0. 0 9 0. 4 3 0 . 0 5 0 . 0 5 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 La n e G r p C a p ( v p h ) 15 1 1 2 4 46 8 2 0 7 3 29 2 62 9 8 5 8 4 v/ s R a t i o P r o t 0. 0 0 c 0 . 1 1 c 0 . 2 3 0 . 1 6 c 0 . 0 4 0. 0 6 0 . 0 1 c 0 . 0 2 v/ s R a t i o P e r m v/ c R a t i o 0. 5 3 0 . 3 1 0. 8 0 0 . 2 6 0. 3 8 0. 1 5 0 . 1 1 0 . 3 9 Un i f o r m D e l a y , d 1 38 . 0 1 7 . 7 25 . 4 6 . 0 32 . 9 13 . 3 3 4 . 8 3 5 . 3 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 1 7 . 0 0 . 7 8. 7 0 . 3 0. 3 0. 0 0 . 2 1 . 1 De l a y ( s ) 55 . 0 1 8 . 4 34 . 1 6 . 3 33 . 2 13 . 4 3 5 . 0 3 6 . 4 Le v e l o f S e r v i c e D B C A C B C D Ap p r o a c h D e l a y ( s ) 19 . 2 17 . 7 20 . 1 36 . 2 Ap p r o a c h L O S B B C D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 19 . 2 H C M L e v e l o f S e r v i c e B HC M V o l u m e t o C a p a c i t y r a t i o 0. 5 0 Ac t u a t e d C y c l e L e n g t h ( s ) 77 . 0 S u m o f l o s t t i m e ( s ) 16 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 53 . 0 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 7: T a l m a g e R o a d & U . S . 1 0 1 S B R a m p s 6/ 2 1 / 2 0 1 2 Fu t u r e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 0 4 3 6 0 0 4 0 4 0 0 0 1 3 7 0 0 4 9 6 Si g n C o n t r o l F r e e F r e e Y i e l d S t o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ho u r l y f l o w r a t e ( v p h ) 0 4 5 9 0 0 4 2 5 0 0 0 1 4 4 0 0 5 2 2 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) 57 1 pX , p l a t o o n u n b l o c k e d 0. 9 3 0. 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 vC , c o n f l i c t i n g v o l u m e 4 2 5 45 9 14 0 6 8 8 4 4 5 9 1 0 2 8 8 8 4 4 2 5 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 2 5 3 8 1 1 3 9 9 8 3 8 3 8 1 9 9 3 8 3 8 4 2 5 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 10 0 10 0 10 0 1 0 0 7 7 1 0 0 1 0 0 1 7 cM c a p a c i t y ( v e h / h ) 1 1 3 4 10 9 5 19 2 8 1 6 2 0 1 6 0 2 8 1 6 2 9 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 45 9 4 2 5 1 4 4 5 2 2 Vo l u m e L e f t 00 0 0 Vo l u m e R i g h t 0 0 1 4 4 5 2 2 cS H 17 0 0 1 7 0 0 6 2 0 6 2 9 Vo l u m e t o C a p a c i t y 0 . 2 7 0 . 2 5 0 . 2 3 0 . 8 3 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 2 2 2 2 1 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 1 2 . 6 3 2 . 5 La n e L O S B D Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 1 2 . 6 3 2 . 5 Ap p r o a c h L O S B D In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 12 . 1 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 63 . 1 % I C U L e v e l o f S e r v i c e B An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 8: T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s 6/ 2 1 / 2 0 1 2 Fu t u r e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 26 4 0 0 3 0 4 9 7 3 5 Si g n C o n t r o l Fr e e Fr e e S t o p Gr a d e 0% 0% 0 % Pe a k H o u r F a c t o r 0. 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ho u r l y f l o w r a t e ( v p h ) 2 7 8 0 0 3 2 0 1 0 2 3 7 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) 1 Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 27 8 59 8 2 7 8 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 2 7 8 5 9 8 2 7 8 tC , s i n g l e ( s ) 4. 1 6. 4 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 3. 5 3 . 3 p0 q u e u e f r e e % 10 0 78 9 5 cM c a p a c i t y ( v e h / h ) 12 8 5 46 5 7 6 1 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 Vo l u m e T o t a l 27 8 3 2 0 1 3 9 Vo l u m e L e f t 0 0 1 0 2 Vo l u m e R i g h t 0 0 3 7 cS H 17 0 0 1 7 0 0 6 3 3 Vo l u m e t o C a p a c i t y 0 . 1 6 0 . 1 9 0 . 2 2 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 2 1 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 1 3 . 6 La n e L O S B Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 1 3 . 6 Ap p r o a c h L O S B In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 2. 6 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 35 . 7 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 9: T a l m a g e R o a d & H a s t i n g s F r o n t a g e R o a d 6/ 2 1 / 2 0 1 2 Fu t u r e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 21 2 8 5 9 2 4 3 0 2 0 1 9 2 6 2 5 3 2 5 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ho u r l y f l o w r a t e ( v p h ) 2 2 3 0 0 9 2 4 5 3 2 1 2 0 2 6 2 6 3 2 6 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 4 7 4 30 9 84 4 8 2 7 3 0 5 8 2 4 8 2 1 4 6 3 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 7 4 3 0 9 8 4 4 8 2 7 3 0 5 8 2 4 8 2 1 4 6 3 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 98 10 0 92 9 9 9 9 9 1 9 9 9 6 cM c a p a c i t y ( v e h / h ) 1 0 8 8 12 5 1 26 4 3 0 0 7 3 5 2 8 3 3 0 3 5 9 9 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 33 2 4 7 6 2 8 5 6 Vo l u m e L e f t 22 2 2 0 2 6 Vo l u m e R i g h t 9 2 1 6 2 6 cS H 10 8 8 1 2 5 1 3 1 1 3 7 9 Vo l u m e t o C a p a c i t y 0 . 0 2 0 . 0 0 0 . 0 9 0 . 1 5 Qu e u e L e n g t h 9 5 t h ( f t ) 2 0 7 1 3 Co n t r o l D e l a y ( s ) 0. 8 0 . 1 1 7 . 7 1 6 . 1 La n e L O S A A C C Ap p r o a c h D e l a y ( s ) 0. 8 0 . 1 1 7 . 7 1 6 . 1 Ap p r o a c h L O S C C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 1. 9 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 43 . 7 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 10 : C o m m e r c e D r i v e & A i r p o r t P a r k B o u l e v a r d 6/ 2 1 / 2 0 1 2 Fu t u r e A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 72 5 4 1 0 9 1 2 1 2 8 3 7 1 2 3 5 3 6 2 6 5 1 1 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 0. 9 4 0. 9 2 1. 0 0 0 . 9 9 1. 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 8 1. 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 15 8 4 15 8 5 1 6 3 0 3 2 4 2 1 6 3 0 3 1 1 0 Fl t P e r m i t t e d 0. 8 9 0. 9 9 0. 5 2 1 . 0 0 0. 6 7 1 . 0 0 Sa t d . F l o w ( p e r m ) 14 2 7 15 7 5 88 4 3 2 4 2 1 1 4 4 3 1 1 0 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 76 5 7 1 1 5 1 2 2 2 9 3 9 1 2 9 5 3 8 2 7 9 1 2 3 RT O R R e d u c t i o n ( v p h ) 0 6 7 0 0 2 0 00 3 0 0 7 3 0 La n e G r o u p F l o w ( v p h ) 0 1 8 1 0 0 3 2 0 3 9 1 3 1 0 3 8 3 2 9 0 Tu r n T y p e Pe r m Pe r m Pe r m Pe r m Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 8. 6 8. 6 11 . 2 1 1 . 2 11 . 2 1 1 . 2 Ef f e c t i v e G r e e n , g ( s ) 8. 6 8. 6 11 . 2 1 1 . 2 11 . 2 1 1 . 2 Ac t u a t e d g / C R a t i o 0. 3 1 0. 3 1 0. 4 0 0 . 4 0 0. 4 0 0 . 4 0 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 44 1 48 7 35 6 1 3 0 6 46 1 1 2 5 3 v/ s R a t i o P r o t 0. 0 4 c0 . 1 1 v/ s R a t i o P e r m c0 . 1 3 0. 0 2 0. 0 4 0. 0 3 v/ c R a t i o 0. 4 1 0. 0 7 0. 1 1 0 . 1 0 0. 0 8 0 . 2 6 Un i f o r m D e l a y , d 1 7. 6 6. 8 5. 2 5 . 2 5. 1 5 . 5 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 0. 6 0. 1 0. 1 0 . 0 0. 1 0 . 1 De l a y ( s ) 8. 2 6. 8 5. 3 5 . 2 5. 2 5 . 7 Le v e l o f S e r v i c e A A A A A A Ap p r o a c h D e l a y ( s ) 8. 2 6. 8 5. 2 5. 6 Ap p r o a c h L O S AA A A In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 6. 3 H C M L e v e l o f S e r v i c e A HC M V o l u m e t o C a p a c i t y r a t i o 0. 3 3 Ac t u a t e d C y c l e L e n g t h ( s ) 27 . 8 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 46 . 7 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 1: S t a t e S t r e e t & M i l l S t r e e t 6/ 2 1 / 2 0 1 2 Fu t u r e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 58 6 9 4 2 8 7 0 7 2 0 8 3 2 7 8 7 3 4 4 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 0. 9 5 0. 9 5 Fr t 0. 9 7 0. 9 9 1. 0 0 0. 9 9 Fl t P r o t e c t e d 0. 9 8 1. 0 0 1. 0 0 1. 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 16 9 0 32 5 2 32 2 9 Fl t P e r m i t t e d 0. 8 9 0. 9 8 0. 9 3 0. 9 5 Sa t d . F l o w ( p e r m ) 14 7 5 16 5 7 30 2 4 30 5 5 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 61 7 3 4 4 8 7 4 7 2 1 8 7 6 7 8 7 7 3 4 9 RT O R R e d u c t i o n ( v p h ) 0 2 6 00 4 0 0 1 0 0 1 1 0 La n e G r o u p F l o w ( v p h ) 0 1 5 2 0 0 8 5 0 0 9 0 3 0 0 8 1 9 0 Tu r n T y p e Pe r m N A P e r m N A P e r m N A P e r m N A Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ef f e c t i v e G r e e n , g ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ac t u a t e d g / C R a t i o 0. 4 0 0. 4 0 0. 4 0 0. 4 0 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e G r p C a p ( v p h ) 59 0 66 3 12 1 0 12 2 2 v/ s R a t i o P r o t v/ s R a t i o P e r m c0 . 1 0 0. 0 5 c0 . 3 0 0. 2 7 v/ c R a t i o 0. 2 6 0. 1 3 0. 7 5 0. 6 7 Un i f o r m D e l a y , d 1 8. 0 7. 6 10 . 3 9. 8 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 1. 1 0. 4 4. 2 2. 9 De l a y ( s ) 9. 1 8. 0 14 . 5 12 . 8 Le v e l o f S e r v i c e AA B B Ap p r o a c h D e l a y ( s ) 9 . 1 8 . 0 1 4 . 5 1 2 . 8 Ap p r o a c h L O S AA B B In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 13 . 0 H C M L e v e l o f S e r v i c e B HC M V o l u m e t o C a p a c i t y r a t i o 0. 5 0 Ac t u a t e d C y c l e L e n g t h ( s ) 40 . 0 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 64 . 3 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 2: S t a t e S t r e e t & G o b b i S t r e e t 6/ 2 1 / 2 0 1 2 Fu t u r e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 11 2 2 3 2 6 8 1 8 5 2 1 4 6 0 1 3 6 6 7 4 1 2 1 1 0 8 6 7 1 6 0 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 1. 0 0 0 . 9 8 1. 0 0 0 . 9 9 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 1 6 5 7 1 6 3 0 1 6 5 9 1 6 3 0 3 1 8 6 1 6 3 0 3 2 2 0 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 1 6 5 7 1 6 3 0 1 6 5 9 1 6 3 0 3 1 8 6 1 6 3 0 3 2 2 0 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 11 8 2 4 4 7 2 1 9 5 2 2 5 6 3 1 4 3 7 0 9 1 2 7 1 1 4 7 0 6 6 3 RT O R R e d u c t i o n ( v p h ) 09 0 0 9 0 0 1 4 0 0 6 0 La n e G r o u p F l o w ( v p h ) 1 1 8 3 0 7 0 1 9 5 2 7 9 0 1 4 3 8 2 2 0 1 1 4 7 6 3 0 Tu r n T y p e Pr o t N A Pr o t N A Pr o t N A Pr o t N A Pr o t e c t e d P h a s e s 5 2 1 6 3 8 7 4 Pe r m i t t e d P h a s e s Ac t u a t e d G r e e n , G ( s ) 1 2 . 3 2 9 . 2 15 . 8 3 2 . 7 12 . 5 3 0 . 8 10 . 0 2 8 . 3 Ef f e c t i v e G r e e n , g ( s ) 1 2 . 3 2 9 . 2 15 . 8 3 2 . 7 12 . 5 3 0 . 8 10 . 0 2 8 . 3 Ac t u a t e d g / C R a t i o 0 . 1 2 0 . 2 9 0. 1 6 0 . 3 2 0. 1 2 0 . 3 0 0. 1 0 0 . 2 8 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 1 9 7 4 7 5 25 3 5 3 3 20 0 9 6 4 16 0 8 9 5 v/ s R a t i o P r o t 0. 0 7 c 0 . 1 9 c 0 . 1 2 c 0 . 1 7 0. 0 9 c 0 . 2 6 0. 0 7 c 0 . 2 4 v/ s R a t i o P e r m v/ c R a t i o 0. 6 0 0 . 6 5 0. 7 7 0 . 5 2 0. 7 1 0 . 8 5 0. 7 1 0 . 8 5 Un i f o r m D e l a y , d 1 42 . 4 3 1 . 8 41 . 3 2 8 . 2 42 . 9 3 3 . 4 44 . 5 3 4 . 8 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 4 . 8 6 . 6 13 . 5 3 . 7 11 . 5 7 . 4 13 . 9 7 . 9 De l a y ( s ) 47 . 3 3 8 . 4 54 . 8 3 1 . 8 54 . 4 4 0 . 8 58 . 4 4 2 . 6 Le v e l o f S e r v i c e D D D C D D E D Ap p r o a c h D e l a y ( s ) 40 . 8 41 . 1 42 . 8 44 . 7 Ap p r o a c h L O S DD D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 42 . 8 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 0. 7 8 Ac t u a t e d C y c l e L e n g t h ( s ) 10 1 . 8 S u m o f l o s t t i m e ( s ) 16 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 73 . 1 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 3: S t a t e S t r e e t & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Fu t u r e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t W B L W B R N B T N B R S B L S B T La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 31 9 3 0 9 4 5 2 2 6 6 3 2 1 4 1 0 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 0 . 9 5 0. 9 5 Fr t 1. 0 0 0 . 8 5 0 . 9 4 1. 0 0 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p r o t ) 16 3 0 1 4 5 8 3 0 7 9 31 9 0 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p e r m ) 16 3 0 1 4 5 8 3 0 7 9 31 9 0 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 33 6 3 2 5 4 7 6 2 8 0 3 3 8 4 3 2 RT O R R e d u c t i o n ( v p h ) 0 2 4 4 1 2 7 0 0 0 La n e G r o u p F l o w ( v p h ) 3 3 6 8 1 6 2 9 0 0 7 7 0 Tu r n T y p e NA P e r m N A Sp l i t N A Pr o t e c t e d P h a s e s 4 2 1 1 Pe r m i t t e d P h a s e s 4 Ac t u a t e d G r e e n , G ( s ) 1 6 . 1 1 6 . 1 1 6 . 4 17 . 9 Ef f e c t i v e G r e e n , g ( s ) 1 6 . 1 1 6 . 1 1 6 . 4 17 . 9 Ac t u a t e d g / C R a t i o 0 . 2 5 0 . 2 5 0 . 2 5 0. 2 8 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 2 . 0 2. 0 La n e G r p C a p ( v p h ) 4 0 8 3 6 5 7 8 4 88 7 v/ s R a t i o P r o t c0 . 2 1 c 0 . 2 0 c0 . 2 4 v/ s R a t i o P e r m 0. 0 6 v/ c R a t i o 0. 8 2 0 . 2 2 0 . 8 0 0. 8 7 Un i f o r m D e l a y , d 1 22 . 8 1 9 . 2 2 2 . 5 22 . 1 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1 . 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 1 2 . 6 0 . 3 5 . 6 8. 7 De l a y ( s ) 35 . 5 1 9 . 5 2 8 . 1 30 . 8 Le v e l o f S e r v i c e D B C C Ap p r o a c h D e l a y ( s ) 2 7 . 6 28 . 1 30 . 8 Ap p r o a c h L O S C C C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 28 . 9 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 8 3 Ac t u a t e d C y c l e L e n g t h ( s ) 64 . 4 S u m o f l o s t t i m e ( s ) 14 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 76 . 1 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 4: S t a t e S t r e e t & W a s h i n g t o n A v e n u e / H a s t i n g s A v e n u e 6/ 2 1 / 2 0 1 2 Fu t u r e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 15 9 7 9 3 1 1 3 0 5 8 1 4 3 7 6 1 2 1 2 3 4 3 5 8 9 1 4 0 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 Fr t 0. 9 8 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 Fl t P r o t e c t e d 0. 9 7 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 4 0 1 6 3 0 1 6 6 5 1 6 3 0 1 6 7 3 1 6 3 0 3 1 6 6 Fl t P e r m i t t e d 0. 7 8 0. 5 9 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 13 0 9 1 0 1 1 1 6 6 5 1 6 3 0 1 6 7 3 1 6 3 0 3 1 6 6 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 16 7 8 3 3 3 1 3 7 6 1 1 5 3 9 6 4 4 1 2 9 4 5 6 2 0 1 4 7 RT O R R e d u c t i o n ( v p h ) 05 0 0 9 0 0 7 0 0 1 9 0 La n e G r o u p F l o w ( v p h ) 0 2 7 8 0 1 3 7 6 7 0 3 9 7 6 6 0 4 5 7 4 8 0 Tu r n T y p e Pe r m N A P e r m N A Pr o t N A Pr o t N A Pr o t e c t e d P h a s e s 4 8 5 2 1 6 Pe r m i t t e d P h a s e s 4 8 Ac t u a t e d G r e e n , G ( s ) 24 . 2 24 . 2 2 4 . 2 4. 0 5 7 . 4 3. 9 5 7 . 3 Ef f e c t i v e G r e e n , g ( s ) 24 . 2 24 . 2 2 4 . 2 4. 0 5 7 . 4 3. 9 5 7 . 3 Ac t u a t e d g / C R a t i o 0. 2 5 0. 2 5 0 . 2 5 0. 0 4 0 . 5 9 0. 0 4 0 . 5 9 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 32 5 25 1 4 1 3 67 9 8 5 65 1 8 6 1 v/ s R a t i o P r o t 0. 0 4 0. 0 2 c 0 . 4 6 c 0 . 0 3 0 . 2 4 v/ s R a t i o P e r m c0 . 2 1 0. 1 4 v/ c R a t i o 0. 8 5 0. 5 5 0 . 1 6 0. 5 8 0 . 7 8 0. 6 9 0 . 4 0 Un i f o r m D e l a y , d 1 35 . 0 31 . 9 2 8 . 7 45 . 9 1 5 . 2 46 . 2 1 0 . 9 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 19 . 1 2. 4 0 . 2 12 . 2 6 . 0 27 . 3 0 . 6 De l a y ( s ) 54 . 1 34 . 3 2 8 . 9 58 . 2 2 1 . 3 73 . 5 1 1 . 5 Le v e l o f S e r v i c e D C C E C E B Ap p r o a c h D e l a y ( s ) 54 . 1 32 . 4 23 . 0 14 . 9 Ap p r o a c h L O S D C C B In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 25 . 0 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 7 6 Ac t u a t e d C y c l e L e n g t h ( s ) 97 . 5 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 72 . 5 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 5: T a l m a g e R o a d & W a u g h L a n e 6/ 2 1 / 2 0 1 2 Fu t u r e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 88 7 3 2 0 0 7 5 2 8 4 0 0 0 7 4 0 8 2 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ho u r l y f l o w r a t e ( v p h ) 9 3 7 7 1 0 0 7 9 2 8 8 0 0 0 7 8 0 8 6 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e TW L T L Me d i a n s t o r a g e v e h ) 2 Up s t r e a m s i g n a l ( f t ) 50 5 pX , p l a t o o n u n b l o c k e d 0 . 8 9 0. 8 9 0 . 8 9 0. 8 9 0 . 8 9 0 . 8 9 vC , c o n f l i c t i n g v o l u m e 8 8 0 77 1 18 3 4 1 8 3 6 3 8 5 1 3 6 2 1 7 4 7 7 9 2 vC 1 , s t a g e 1 c o n f v o l 95 6 9 5 6 79 2 7 9 2 vC 2 , s t a g e 2 c o n f v o l 87 8 8 8 0 57 1 9 5 6 vC u , u n b l o c k e d v o l 80 1 77 1 18 7 6 1 8 7 9 3 8 5 1 3 4 4 1 7 7 9 7 0 1 tC , s i n g l e ( s ) 4. 1 4. 1 7. 5 6 . 5 6 . 9 7 . 5 6 . 5 6 . 9 tC , 2 s t a g e ( s ) 6. 5 5 . 5 6. 5 5 . 5 tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 87 10 0 10 0 1 0 0 1 0 0 7 2 1 0 0 7 5 cM c a p a c i t y ( v e h / h ) 7 3 7 84 0 11 7 1 9 6 6 1 3 2 7 8 2 3 5 3 4 2 Di r e c t i o n , L a n e # EB 1 E B 2 E B 3 W B 1 W B 2 S B 1 Vo l u m e T o t a l 93 3 8 5 3 8 5 7 9 2 8 8 1 6 4 Vo l u m e L e f t 93 00 0 0 7 8 Vo l u m e R i g h t 00 0 0 8 8 8 6 cS H 7 3 7 1 7 0 0 1 7 0 0 1 7 0 0 1 7 0 0 3 0 8 Vo l u m e t o C a p a c i t y 0 . 1 3 0 . 2 3 0 . 2 3 0 . 4 7 0 . 0 5 0 . 5 3 Qu e u e L e n g t h 9 5 t h ( f t ) 1 1 00 0 0 7 4 Co n t r o l D e l a y ( s ) 10 . 6 0 . 0 0 . 0 0 . 0 0 . 0 2 9 . 2 La n e L O S B D Ap p r o a c h D e l a y ( s ) 1. 1 0. 0 29 . 2 Ap p r o a c h L O S D In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 3. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 68 . 2 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: A i r p o r t P a r k B o u l e v a r d & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Fu t u r e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 14 4 1 7 3 0 9 3 9 7 4 9 1 1 4 2 8 3 0 5 9 7 1 3 4 7 2 4 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 4 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 0 5 2 1 6 3 0 3 2 4 6 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 0 5 2 1 6 3 0 3 2 4 6 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 15 4 3 9 3 2 5 4 1 8 5 1 7 1 5 2 9 8 0 6 2 8 1 4 4 9 2 5 RT O R R e d u c t i o n ( v p h ) 0 1 2 1 00 2 0 0 0 2 5 1 0 2 0 0 La n e G r o u p F l o w ( v p h ) 1 5 6 4 3 0 4 1 8 5 3 0 0 2 9 8 0 3 7 7 1 4 5 4 0 Tu r n T y p e Pr o t N A Pr o t N A c u s t o m c u s t o m S p l i t N A Pr o t e c t e d P h a s e s 5 2 1 6 8 1 8 7 7 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 0 . 7 2 7 . 6 24 . 3 5 1 . 2 13 . 2 41 . 5 6 . 2 6 . 2 Ef f e c t i v e G r e e n , g ( s ) 0 . 7 2 7 . 6 24 . 3 5 1 . 2 13 . 2 41 . 5 6 . 2 6 . 2 Ac t u a t e d g / C R a t i o 0 . 0 1 0 . 3 2 0. 2 8 0 . 5 9 0. 1 5 0. 4 8 0 . 0 7 0 . 0 7 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 La n e G r p C a p ( v p h ) 13 9 6 5 45 4 1 9 0 4 47 8 69 3 1 1 6 1 1 6 v/ s R a t i o P r o t 0. 0 1 c 0 . 2 1 c 0 . 2 6 0 . 1 6 c 0 . 0 9 c 0 . 2 6 0 . 0 1 c 0 . 0 3 v/ s R a t i o P e r m v/ c R a t i o 1. 1 5 0 . 6 7 0. 9 2 0 . 2 8 0. 6 2 0. 5 4 0 . 1 2 0 . 4 6 Un i f o r m D e l a y , d 1 43 . 3 2 5 . 9 30 . 6 8 . 9 34 . 7 16 . 2 3 8 . 0 3 8 . 9 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 3 0 5 . 0 3 . 6 23 . 7 0 . 4 1. 8 0. 5 0 . 2 1 . 1 De l a y ( s ) 34 8 . 3 2 9 . 5 54 . 3 9 . 3 36 . 5 16 . 7 3 8 . 2 4 0 . 0 Le v e l o f S e r v i c e F C D A D B D D Ap p r o a c h D e l a y ( s ) 35 . 6 29 . 1 23 . 1 39 . 7 Ap p r o a c h L O S DC C D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 29 . 2 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 7 0 Ac t u a t e d C y c l e L e n g t h ( s ) 87 . 3 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 76 . 7 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 7: U . S . 1 0 1 S B R a m p s & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Fu t u r e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 0 9 2 1 0 0 3 9 1 0 0 0 1 9 6 0 0 5 6 9 Si g n C o n t r o l F r e e F r e e Y i e l d S t o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ho u r l y f l o w r a t e ( v p h ) 0 9 6 9 0 0 4 1 2 0 0 0 2 0 6 0 0 5 9 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) 57 1 pX , p l a t o o n u n b l o c k e d 0. 8 0 0. 8 0 0 . 8 0 0 . 8 0 0 . 8 0 0 . 8 0 vC , c o n f l i c t i n g v o l u m e 4 1 2 96 9 19 8 0 1 3 8 1 9 6 9 1 5 8 7 1 3 8 1 4 1 2 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 1 2 8 3 9 2 0 9 8 1 3 5 2 8 3 9 1 6 0 9 1 3 5 2 4 1 2 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 10 0 10 0 10 0 1 0 0 3 0 1 0 0 1 0 0 6 cM c a p a c i t y ( v e h / h ) 1 1 4 7 63 9 2 1 2 0 2 9 3 2 0 1 2 0 6 4 0 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 96 9 4 1 2 2 0 6 5 9 9 Vo l u m e L e f t 00 0 0 Vo l u m e R i g h t 0 0 2 0 6 5 9 9 cS H 17 0 0 1 7 0 0 2 9 3 6 4 0 Vo l u m e t o C a p a c i t y 0 . 5 7 0 . 2 4 0 . 7 0 0 . 9 4 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 1 2 2 3 1 6 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 4 1 . 8 4 6 . 9 La n e L O S E E Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 4 1 . 8 4 6 . 9 Ap p r o a c h L O S E E In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 16 . 8 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 72 . 5 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 8: U . S . 1 0 1 N B R a m p s & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Fu t u r e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 47 1 0 0 2 7 3 1 1 6 4 5 Si g n C o n t r o l Fr e e Fr e e S t o p Gr a d e 0% 0% 0 % Pe a k H o u r F a c t o r 0. 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ho u r l y f l o w r a t e ( v p h ) 4 9 6 0 0 2 8 7 1 2 2 4 7 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) 1 Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 49 6 78 3 4 9 6 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 9 6 7 8 3 4 9 6 tC , s i n g l e ( s ) 4. 1 6. 4 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 3. 5 3 . 3 p0 q u e u e f r e e % 10 0 66 9 2 cM c a p a c i t y ( v e h / h ) 10 6 8 36 2 5 7 4 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 Vo l u m e T o t a l 49 6 2 8 7 1 6 9 Vo l u m e L e f t 0 0 1 2 2 Vo l u m e R i g h t 0 0 4 7 cS H 17 0 0 1 7 0 0 4 5 3 Vo l u m e t o C a p a c i t y 0 . 2 9 0 . 1 7 0 . 3 7 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 4 3 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 1 7 . 6 La n e L O S C Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 1 7 . 6 Ap p r o a c h L O S C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 3. 1 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 74 . 6 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 9: H a s t i n g s F r o n t a g e R o a d & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Fu t u r e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 47 4 6 3 2 1 2 4 4 0 1 8 2 4 3 2 3 8 2 3 0 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ho u r l y f l o w r a t e ( v p h ) 4 9 4 8 7 2 2 2 4 6 3 1 9 2 5 3 2 4 0 2 3 2 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 4 8 2 50 9 11 0 7 1 0 8 4 4 9 8 1 0 7 8 1 0 8 5 4 7 3 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 8 2 5 0 9 1 1 0 7 1 0 8 4 4 9 8 1 0 7 8 1 0 8 5 4 7 3 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 95 10 0 85 9 8 1 0 0 7 9 9 9 9 5 cM c a p a c i t y ( v e h / h ) 1 0 8 1 10 5 6 17 0 2 0 7 5 7 2 1 8 6 2 0 6 5 9 1 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 55 9 4 8 4 3 1 7 4 Vo l u m e L e f t 49 2 2 5 4 0 Vo l u m e R i g h t 22 1 9 2 3 2 cS H 10 8 1 1 0 5 6 1 8 2 2 6 5 Vo l u m e t o C a p a c i t y 0 . 0 5 0 . 0 0 0 . 1 7 0 . 2 8 Qu e u e L e n g t h 9 5 t h ( f t ) 4 0 1 5 2 8 Co n t r o l D e l a y ( s ) 1. 3 0 . 1 2 8 . 7 2 3 . 8 La n e L O S A A D C Ap p r o a c h D e l a y ( s ) 1. 3 0 . 1 2 8 . 7 2 3 . 8 Ap p r o a c h L O S D C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 2. 9 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 71 . 4 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 10 : A i r p o r t P a r k B o u l e v a r d & C o m m e r c e D r i v e 6/ 2 1 / 2 0 1 2 Fu t u r e P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 87 7 9 4 7 4 5 0 7 5 3 6 4 1 6 8 6 6 2 8 3 7 9 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 0. 9 7 0. 9 2 1. 0 0 1 . 0 0 1. 0 0 0 . 9 7 Fl t P r o t e c t e d 0. 9 8 1. 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 2 15 7 9 1 6 3 0 3 2 5 1 1 6 3 0 3 1 5 3 Fl t P e r m i t t e d 0. 8 1 0. 9 9 0. 5 3 1 . 0 0 0. 4 9 1 . 0 0 Sa t d . F l o w ( p e r m ) 13 4 1 15 6 1 90 2 3 2 5 1 84 7 3 1 5 3 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 92 8 3 4 9 4 5 3 7 9 3 8 4 3 8 8 6 9 2 9 8 8 3 RT O R R e d u c t i o n ( v p h ) 0 2 3 0 0 5 7 00 2 0 0 3 9 0 La n e G r o u p F l o w ( v p h ) 0 2 0 1 0 0 7 9 0 3 8 4 4 4 0 6 9 3 4 2 0 Tu r n T y p e Pe r m N A P e r m N A P e r m N A P e r m N A Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 8. 0 8. 0 12 . 6 1 2 . 6 12 . 6 1 2 . 6 Ef f e c t i v e G r e e n , g ( s ) 8. 0 8. 0 12 . 6 1 2 . 6 12 . 6 1 2 . 6 Ac t u a t e d g / C R a t i o 0. 2 8 0. 2 8 0. 4 4 0 . 4 4 0. 4 4 0 . 4 4 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 37 5 43 7 39 7 1 4 3 2 37 3 1 3 8 9 v/ s R a t i o P r o t c0 . 1 4 0. 1 1 v/ s R a t i o P e r m c0 . 1 5 0. 0 5 0. 0 4 0. 0 8 v/ c R a t i o 0. 5 4 0. 1 8 0. 1 0 0 . 3 1 0. 1 8 0 . 2 5 Un i f o r m D e l a y , d 1 8. 7 7. 8 4. 7 5 . 2 4. 9 5 . 0 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 1. 5 0. 2 0. 1 0 . 1 0. 2 0 . 1 De l a y ( s ) 10 . 2 8. 0 4. 8 5 . 3 5. 1 5 . 1 Le v e l o f S e r v i c e B A A A A A Ap p r o a c h D e l a y ( s ) 10 . 2 8. 0 5. 3 5. 1 Ap p r o a c h L O S BA A A In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 6. 4 H C M L e v e l o f S e r v i c e A HC M V o l u m e t o C a p a c i t y r a t i o 0. 4 0 Ac t u a t e d C y c l e L e n g t h ( s ) 28 . 6 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 51 . 0 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 1: S t a t e S t r e e t & M i l l S t r e e t 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 41 6 7 6 2 3 6 5 9 4 6 4 1 8 8 8 3 2 2 2 2 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 0. 9 5 0. 9 5 Fr t 0. 9 5 0. 9 8 1. 0 0 0. 9 9 Fl t P r o t e c t e d 0. 9 9 1. 0 0 1. 0 0 1. 0 0 Sa t d . F l o w ( p r o t ) 16 1 2 16 8 5 32 3 5 32 2 5 Fl t P e r m i t t e d 0. 9 3 0. 9 9 0. 8 9 0. 9 4 Sa t d . F l o w ( p e r m ) 15 1 1 16 7 4 29 0 0 30 4 4 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 45 7 3 6 7 3 7 1 1 0 5 0 4 5 4 9 9 3 5 0 2 4 RT O R R e d u c t i o n ( v p h ) 0 4 0 00 6 0 0 3 0 0 1 2 0 La n e G r o u p F l o w ( v p h ) 0 1 4 5 0 0 7 8 0 0 5 1 0 0 0 3 7 1 0 Tu r n T y p e Pe r m N A P e r m N A P e r m N A P e r m N A Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ef f e c t i v e G r e e n , g ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ac t u a t e d g / C R a t i o 0. 4 0 0. 4 0 0. 4 0 0. 4 0 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e G r p C a p ( v p h ) 60 4 67 0 11 6 0 12 1 8 v/ s R a t i o P r o t v/ s R a t i o P e r m c0 . 1 0 0. 0 5 c0 . 1 8 0. 1 2 v/ c R a t i o 0. 2 4 0. 1 2 0. 4 4 0. 3 0 Un i f o r m D e l a y , d 1 8. 0 7. 6 8. 7 8. 2 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 0. 9 0. 4 1. 2 0. 6 De l a y ( s ) 8. 9 7. 9 9. 9 8. 8 Le v e l o f S e r v i c e AA A A Ap p r o a c h D e l a y ( s ) 8 . 9 7 . 9 9 . 9 8 . 8 Ap p r o a c h L O S AA A A In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 9. 3 H C M L e v e l o f S e r v i c e A HC M V o l u m e t o C a p a c i t y r a t i o 0. 3 4 Ac t u a t e d C y c l e L e n g t h ( s ) 40 . 0 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 52 . 0 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 2: S t a t e S t r e e t & G o b b i S t r e e t 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 61 2 0 3 5 7 1 0 2 2 3 0 4 6 3 6 4 3 3 9 1 5 1 3 3 9 2 3 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 1. 0 0 0 . 9 9 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 1 6 5 9 1 6 3 0 1 6 7 3 1 6 3 0 3 1 7 5 1 6 3 0 3 2 2 9 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 1 6 5 9 1 6 3 0 1 6 7 3 1 6 3 0 3 1 7 5 1 6 3 0 3 2 2 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 66 2 2 1 6 2 1 1 1 2 5 0 5 0 3 9 4 7 1 9 9 5 5 3 6 8 2 5 RT O R R e d u c t i o n ( v p h ) 0 1 0 00 6 0 0 2 1 0 0 5 0 La n e G r o u p F l o w ( v p h ) 6 6 2 7 3 0 1 1 1 2 9 4 0 3 9 5 4 9 0 5 5 3 8 8 0 Tu r n T y p e Pr o t N A Pr o t N A Pr o t N A Pr o t N A Pr o t e c t e d P h a s e s 5 2 1 6 3 8 7 4 Pe r m i t t e d P h a s e s Ac t u a t e d G r e e n , G ( s ) 6 . 8 2 4 . 8 8. 5 2 6 . 5 4. 3 1 7 . 8 3. 6 1 7 . 1 Ef f e c t i v e G r e e n , g ( s ) 6 . 8 2 4 . 8 8. 5 2 6 . 5 4. 3 1 7 . 8 3. 6 1 7 . 1 Ac t u a t e d g / C R a t i o 0 . 1 0 0 . 3 5 0. 1 2 0 . 3 7 0. 0 6 0 . 2 5 0. 0 5 0 . 2 4 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 1 5 7 5 8 2 19 6 6 2 7 99 7 9 9 83 7 8 1 v/ s R a t i o P r o t 0. 0 4 0 . 1 6 c 0 . 0 7 c 0 . 1 8 0. 0 2 c 0 . 1 7 0. 0 3 c 0 . 1 2 v/ s R a t i o P e r m v/ c R a t i o 0. 4 2 0 . 4 7 0. 5 7 0 . 4 7 0. 3 9 0 . 6 9 0. 6 6 0 . 5 0 Un i f o r m D e l a y , d 1 30 . 1 1 7 . 8 29 . 4 1 6 . 8 31 . 9 2 3 . 9 33 . 0 2 3 . 1 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 1 . 8 2 . 7 3. 7 2 . 5 2. 6 2 . 5 18 . 1 0 . 5 De l a y ( s ) 31 . 9 2 0 . 5 33 . 1 1 9 . 3 34 . 5 2 6 . 4 51 . 1 2 3 . 6 Le v e l o f S e r v i c e C C C B C C D C Ap p r o a c h D e l a y ( s ) 22 . 7 23 . 0 26 . 9 27 . 0 Ap p r o a c h L O S CC C C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 25 . 2 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 5 2 Ac t u a t e d C y c l e L e n g t h ( s ) 70 . 7 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 54 . 3 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 3: S t a t e S t r e e t & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t WB L W B R N B T N B R S B L S B T La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 30 5 2 4 1 3 1 2 1 7 9 2 2 2 2 8 1 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 0 . 9 5 0. 9 5 Fr t 1. 0 0 0 . 8 5 0 . 9 5 1. 0 0 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p r o t ) 16 3 0 1 4 5 8 3 0 8 1 31 8 9 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p e r m ) 16 3 0 1 4 5 8 3 0 8 1 31 8 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 33 2 2 6 2 3 3 9 1 9 5 2 4 1 3 0 5 RT O R R e d u c t i o n ( v p h ) 0 1 8 1 7 4 0 0 0 La n e G r o u p F l o w ( v p h ) 3 3 2 8 1 4 6 0 0 0 5 4 6 Tu r n T y p e NA P e r m N A Sp l i t N A Pr o t e c t e d P h a s e s 4 2 1 1 Pe r m i t t e d P h a s e s 4 Ac t u a t e d G r e e n , G ( s ) 2 1 . 5 2 1 . 5 1 6 . 2 17 . 8 Ef f e c t i v e G r e e n , g ( s ) 2 1 . 5 2 1 . 5 1 6 . 2 17 . 8 Ac t u a t e d g / C R a t i o 0 . 3 1 0 . 3 1 0 . 2 3 0. 2 6 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 2 . 0 2. 0 La n e G r p C a p ( v p h ) 5 0 4 4 5 1 7 1 8 81 7 v/ s R a t i o P r o t c0 . 2 0 c 0 . 1 5 c0 . 1 7 v/ s R a t i o P e r m 0. 0 6 v/ c R a t i o 0. 6 6 0 . 1 8 0 . 6 4 0. 6 7 Un i f o r m D e l a y , d 1 20 . 8 1 7 . 6 2 4 . 0 23 . 2 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1 . 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 3 . 1 0 . 2 1 . 5 1. 6 De l a y ( s ) 23 . 9 1 7 . 7 2 5 . 5 24 . 8 Le v e l o f S e r v i c e C B C C Ap p r o a c h D e l a y ( s ) 2 1 . 2 25 . 5 24 . 8 Ap p r o a c h L O S C C C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 23 . 7 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 6 6 Ac t u a t e d C y c l e L e n g t h ( s ) 69 . 5 S u m o f l o s t t i m e ( s ) 14 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 61 . 0 % I C U L e v e l o f S e r v i c e B An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 4: S t a t e S t r e e t & W a s h i n g t o n A v e n u e / H a s t i n g s A v e n u e 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 18 1 1 1 7 5 0 4 5 4 9 7 0 3 4 4 9 6 5 1 7 0 4 8 1 1 5 8 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 Fr t 0. 9 8 0. 9 4 1. 0 0 0 . 9 9 1. 0 0 0 . 9 6 Fl t P r o t e c t e d 0. 9 7 0. 9 9 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 4 0 15 9 5 1 6 3 0 1 6 9 2 1 6 3 0 3 1 3 9 Fl t P e r m i t t e d 0. 7 0 0. 8 4 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 11 7 4 13 5 5 1 6 3 0 1 6 9 2 1 6 3 0 3 1 3 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 19 7 1 2 7 5 4 4 9 5 3 7 6 3 7 5 3 9 5 5 7 6 5 2 3 1 7 2 RT O R R e d u c t i o n ( v p h ) 06 0 0 3 0 0 0 4 0 0 3 3 0 La n e G r o u p F l o w ( v p h ) 0 3 7 2 0 0 1 4 8 0 3 7 5 9 0 0 7 6 6 6 2 0 Tu r n T y p e Pe r m N A P e r m N A Pr o t N A Pr o t N A Pr o t e c t e d P h a s e s 4 8 5 2 1 6 Pe r m i t t e d P h a s e s 4 8 Ac t u a t e d G r e e n , G ( s ) 25 . 1 25 . 1 3. 5 4 7 . 9 4. 7 4 9 . 1 Ef f e c t i v e G r e e n , g ( s ) 25 . 1 25 . 1 3. 5 4 7 . 9 4. 7 4 9 . 1 Ac t u a t e d g / C R a t i o 0. 2 8 0. 2 8 0. 0 4 0 . 5 3 0. 0 5 0 . 5 5 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 32 9 37 9 64 9 0 4 85 1 7 1 8 v/ s R a t i o P r o t 0. 0 2 c 0 . 3 5 c 0 . 0 5 0 . 2 1 v/ s R a t i o P e r m c0 . 3 2 0. 1 1 v/ c R a t i o 1. 1 3 0. 3 9 0. 5 8 0 . 6 5 0. 8 9 0 . 3 9 Un i f o r m D e l a y , d 1 32 . 3 26 . 1 42 . 4 1 4 . 9 42 . 3 1 1 . 6 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 89 . 3 0. 7 12 . 0 3 . 7 63 . 3 0 . 7 De l a y ( s ) 12 1 . 6 26 . 8 54 . 4 1 8 . 6 1 0 5 . 5 1 2 . 3 Le v e l o f S e r v i c e F C D B F B Ap p r o a c h D e l a y ( s ) 12 1 . 6 26 . 8 20 . 7 21 . 5 Ap p r o a c h L O S F C C C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 41 . 0 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 0. 8 2 Ac t u a t e d C y c l e L e n g t h ( s ) 89 . 7 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 73 . 4 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 5: T a l m a g e R o a d & W a u g h L a n e 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 41 3 5 5 0 0 5 4 4 3 9 0 0 0 2 7 0 4 5 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 4 5 3 8 6 0 0 5 9 1 4 2 0 0 0 2 9 0 4 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e TW L T L Me d i a n s t o r a g e v e h ) 2 Up s t r e a m s i g n a l ( f t ) 50 5 pX , p l a t o o n u n b l o c k e d 0 . 9 0 0. 9 0 0 . 9 0 0. 9 0 0 . 9 0 0 . 9 0 vC , c o n f l i c t i n g v o l u m e 6 3 4 38 6 11 1 5 1 1 0 9 1 9 3 8 7 3 1 0 6 6 5 9 1 vC 1 , s t a g e 1 c o n f v o l 47 5 4 7 5 59 1 5 9 1 vC 2 , s t a g e 2 c o n f v o l 64 0 6 3 4 28 2 4 7 5 vC u , u n b l o c k e d v o l 54 0 38 6 10 7 4 1 0 6 6 1 9 3 8 0 6 1 0 1 9 4 9 3 tC , s i n g l e ( s ) 4. 1 4. 1 7. 5 6 . 5 6 . 9 7 . 5 6 . 5 6 . 9 tC , 2 s t a g e ( s ) 6. 5 5 . 5 6. 5 5 . 5 tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 95 10 0 10 0 1 0 0 1 0 0 9 3 1 0 0 9 0 cM c a p a c i t y ( v e h / h ) 9 3 7 11 6 9 30 7 3 6 4 8 1 6 4 3 0 3 9 7 4 7 6 Di r e c t i o n , L a n e # EB 1 E B 2 E B 3 W B 1 W B 2 S B 1 Vo l u m e T o t a l 45 1 9 3 1 9 3 5 9 1 4 2 7 8 Vo l u m e L e f t 45 00 0 0 2 9 Vo l u m e R i g h t 00 0 0 4 2 4 9 cS H 9 3 7 1 7 0 0 1 7 0 0 1 7 0 0 1 7 0 0 4 5 7 Vo l u m e t o C a p a c i t y 0 . 0 5 0 . 1 1 0 . 1 1 0 . 3 5 0 . 0 2 0 . 1 7 Qu e u e L e n g t h 9 5 t h ( f t ) 40 0 0 0 1 5 Co n t r o l D e l a y ( s ) 9. 0 0 . 0 0 . 0 0 . 0 0 . 0 1 4 . 5 La n e L O S A B Ap p r o a c h D e l a y ( s ) 0. 9 0. 0 14 . 5 Ap p r o a c h L O S B In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 1. 3 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 48 . 3 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: A i r p o r t P a r k B o u l e v a r d & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 8 2 3 6 1 2 0 3 0 6 4 5 4 1 5 1 3 2 0 2 3 1 9 3 0 1 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 5 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 0 9 6 1 6 3 0 3 2 4 4 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 5 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 0 9 6 1 6 3 0 3 2 4 4 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 5 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 9 2 5 7 1 3 0 3 3 3 4 9 3 1 6 1 4 3 0 2 5 1 1 0 3 3 1 8 RT O R R e d u c t i o n ( v p h ) 0 4 9 00 1 0 0 0 1 5 0 0 1 7 0 La n e G r o u p F l o w ( v p h ) 9 3 3 8 0 3 3 3 5 0 8 0 1 4 3 0 1 0 1 1 0 3 4 0 Tu r n T y p e Pr o t N A Pr o t N A c u s t o m c u s t o m S p l i t N A Pr o t e c t e d P h a s e s 5 2 1 6 8 1 8 7 7 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 0 . 7 3 1 . 6 20 . 0 5 0 . 9 8. 0 32 . 0 4 . 0 4 . 0 Ef f e c t i v e G r e e n , g ( s ) 0 . 7 3 1 . 6 20 . 0 5 0 . 9 8. 0 32 . 0 4 . 0 4 . 0 Ac t u a t e d g / C R a t i o 0 . 0 1 0 . 4 0 0. 2 5 0 . 6 4 0. 1 0 0. 4 0 0 . 0 5 0 . 0 5 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 La n e G r p C a p ( v p h ) 14 1 2 2 9 41 0 2 0 7 4 31 8 58 6 8 2 8 2 v/ s R a t i o P r o t 0. 0 1 c 0 . 1 1 c 0 . 2 0 0 . 1 6 c 0 . 0 5 0. 0 7 0 . 0 1 c 0 . 0 2 v/ s R a t i o P e r m v/ c R a t i o 0. 6 4 0 . 2 8 0. 8 1 0 . 2 4 0. 4 5 0. 1 7 0 . 1 2 0 . 4 1 Un i f o r m D e l a y , d 1 39 . 3 1 6 . 2 28 . 0 6 . 1 33 . 7 15 . 3 3 6 . 1 3 6 . 7 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 5 6 . 8 0 . 6 11 . 0 0 . 3 0. 4 0. 1 0 . 2 1 . 2 De l a y ( s ) 96 . 1 1 6 . 8 39 . 1 6 . 4 34 . 1 15 . 3 3 6 . 4 3 7 . 9 Le v e l o f S e r v i c e F B D A C B D D Ap p r o a c h D e l a y ( s ) 18 . 6 19 . 3 22 . 1 37 . 6 Ap p r o a c h L O S B B C D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 20 . 5 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 4 8 Ac t u a t e d C y c l e L e n g t h ( s ) 79 . 6 S u m o f l o s t t i m e ( s ) 16 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 50 . 4 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 7: U . S . 1 0 1 S B R a m p s & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 0 4 3 8 0 0 3 7 0 0 0 0 1 3 7 0 0 4 4 4 Si g n C o n t r o l F r e e F r e e Y i e l d S t o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 0 4 7 6 0 0 4 0 2 0 0 0 1 4 9 0 0 4 8 3 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) 57 1 pX , p l a t o o n u n b l o c k e d 0. 9 4 0. 9 4 0 . 9 4 0 . 9 4 0 . 9 4 0 . 9 4 vC , c o n f l i c t i n g v o l u m e 4 0 2 47 6 13 6 1 8 7 8 4 7 6 1 0 2 7 8 7 8 4 0 2 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 0 2 4 0 6 1 3 5 1 8 3 6 4 0 6 9 9 5 8 3 6 4 0 2 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 10 0 10 0 10 0 1 0 0 7 5 1 0 0 1 0 0 2 6 cM c a p a c i t y ( v e h / h ) 1 1 5 6 10 7 9 30 2 8 4 6 0 3 1 5 8 2 8 4 6 4 8 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 47 6 4 0 2 1 4 9 4 8 3 Vo l u m e L e f t 00 0 0 Vo l u m e R i g h t 0 0 1 4 9 4 8 3 cS H 17 0 0 1 7 0 0 6 0 3 6 4 8 Vo l u m e t o C a p a c i t y 0 . 2 8 0 . 2 4 0 . 2 5 0 . 7 4 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 2 4 1 6 6 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 1 2 . 9 2 4 . 9 La n e L O S B C Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 1 2 . 9 2 4 . 9 Ap p r o a c h L O S B C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 9. 2 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 57 . 7 % I C U L e v e l o f S e r v i c e B An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 8: U . S . 1 0 1 N B R a m p s & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 27 2 0 0 2 8 1 8 9 2 7 Si g n C o n t r o l Fr e e Fr e e S t o p Gr a d e 0% 0% 0 % Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 2 9 6 0 0 3 0 5 9 7 2 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) 1 Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 29 6 60 1 2 9 6 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 2 9 6 6 0 1 2 9 6 tC , s i n g l e ( s ) 4. 1 6. 4 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 3. 5 3 . 3 p0 q u e u e f r e e % 10 0 79 9 6 cM c a p a c i t y ( v e h / h ) 12 6 6 46 3 7 4 4 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 Vo l u m e T o t a l 29 6 3 0 5 1 2 6 Vo l u m e L e f t 0 0 9 7 Vo l u m e R i g h t 0 0 2 9 cS H 17 0 0 1 7 0 0 6 0 4 Vo l u m e t o C a p a c i t y 0 . 1 7 0 . 1 8 0 . 2 1 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 2 0 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 1 3 . 7 La n e L O S B Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 1 3 . 7 Ap p r o a c h L O S B In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 2. 4 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 39 . 0 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 9: H a s t i n g s F r o n t a g e R o a d & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 23 2 8 8 6 2 3 5 4 2 0 1 6 2 6 2 5 3 2 6 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 2 5 3 1 3 7 2 3 8 5 2 2 1 7 2 7 2 7 3 2 8 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 4 0 7 32 0 79 6 7 7 7 3 1 6 7 7 4 7 7 0 3 9 6 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 0 7 3 2 0 7 9 6 7 7 7 3 1 6 7 7 4 7 7 0 3 9 6 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 98 10 0 94 9 9 9 9 9 1 9 9 9 6 cM c a p a c i t y ( v e h / h ) 1 1 5 2 12 4 0 28 4 3 2 0 7 2 4 3 0 6 3 2 4 6 5 4 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 34 5 4 0 9 2 6 5 9 Vo l u m e L e f t 25 2 1 7 2 7 Vo l u m e R i g h t 7 2 2 7 2 8 cS H 11 5 2 1 2 4 0 3 3 9 4 1 3 Vo l u m e t o C a p a c i t y 0 . 0 2 0 . 0 0 0 . 0 8 0 . 1 4 Qu e u e L e n g t h 9 5 t h ( f t ) 2 0 6 1 2 Co n t r o l D e l a y ( s ) 0. 8 0 . 1 1 6 . 5 1 5 . 2 La n e L O S A A C C Ap p r o a c h D e l a y ( s ) 0. 8 0 . 1 1 6 . 5 1 5 . 2 Ap p r o a c h L O S C C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 1. 9 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 45 . 1 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 AM E x i s t i n g p l u s P r o j e c t M o n J u n 1 8 , 2 0 1 2 1 4 : 5 4 : 5 8 P a g e 1 2 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - A M P e a k H o u r - E x i s t i n g p l u s P r o j e c t C o s t c o T r a f f i c & C i r c u l a t i o n R e p o r t C i t y o f U k i a h -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t 2 0 0 0 H C M 4 - W a y S t o p M e t h o d ( F u t u r e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 1 0 A i r p o r t P a r k B l v d / H a s t i n g s A v e - C o m m e r c e D r ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 3 6 5 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : 1 0 . 2 Op t i m a l C y c l e : 0 L e v e l O f S e r v i c e : B ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * St r e e t N a m e : A i r p o r t P a r k B l v d H a s t i n g s A v e - C o m m e r c e D r Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : S t o p S i g n S t o p S i g n S t o p S i g n S t o p S i g n Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 0 0 0 0 0 0 0 0 0 0 0 0 La n e s : 1 0 1 1 0 1 0 1 1 0 0 0 1 ! 0 0 0 0 1 ! 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : > > C o u n t D a t e : 1 0 F e b 2 0 1 0 < < 8 : 0 0 - 9 : 0 0 a m Ba s e V o l : 2 8 1 2 9 5 3 6 1 7 0 7 1 5 6 5 4 5 8 1 2 1 2 8 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 2 8 1 2 9 5 3 6 1 7 0 7 1 5 6 5 4 5 8 1 2 1 2 8 Ad d e d V o l : 2 0 3 3 0 0 5 6 0 0 0 3 5 0 0 0 Pa s s e r B y V o l : 2 2 3 1 - 2 3 8 - 3 - 2 0 2 1 0 - 1 In i t i a l F u t : 5 0 1 8 5 6 3 4 2 6 4 6 8 5 4 5 4 9 5 2 2 1 2 7 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 0 . 8 7 PH F V o l u m e : 5 8 2 1 3 7 3 9 3 0 4 7 8 6 2 6 2 1 0 9 2 2 4 3 1 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 5 8 2 1 3 7 3 9 3 0 4 7 8 6 2 6 2 1 0 9 2 2 4 3 1 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 5 8 2 1 3 7 3 9 3 0 4 7 8 6 2 6 2 1 0 9 2 2 4 3 1 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 1 . 9 4 0 . 0 6 1 . 0 0 1 . 5 9 0 . 4 1 0 . 2 6 0 . 2 7 0 . 4 7 0 . 0 4 0 . 4 2 0 . 5 4 Fi n a l S a t . : 5 5 2 1 1 6 3 3 8 5 7 1 1 0 0 7 2 6 7 1 7 0 1 7 0 2 9 9 2 3 2 4 6 3 1 7 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 1 0 0 . 1 8 0 . 1 8 0 . 0 7 0 . 3 0 0 . 2 9 0 . 3 7 0 . 3 7 0 . 3 7 0 . 1 0 0 . 1 0 0 . 1 0 Cr i t M o v e s : * * * * * * * * * * * * * * * * De l a y / V e h : 9 . 7 9 . 7 9 . 6 9 . 3 1 0 . 5 1 0 . 1 1 1 . 1 1 1 . 1 1 1 . 1 9 . 1 9 . 1 9 . 1 De l a y A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Ad j D e l / V e h : 9 . 7 9 . 7 9 . 6 9 . 3 1 0 . 5 1 0 . 1 1 1 . 1 1 1 . 1 1 1 . 1 9 . 1 9 . 1 9 . 1 LO S b y M o v e : A A A A B B B B B A A A Ap p r o a c h D e l : 9 . 7 1 0 . 3 1 1 . 1 9 . 1 De l a y A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Ap p r A d j D e l : 9 . 7 1 0 . 3 1 1 . 1 9 . 1 LO S b y A p p r : A B B A Al l W a y A v g Q : 0 . 1 0 . 2 0 . 2 0 . 1 0 . 4 0 . 4 0 . 5 0 . 5 0 . 5 0 . 1 0 . 1 0 . 1 ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o W - T R A N S , S a n t a R o s a , C A HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 1: S t a t e S t r e e t & M i l l S t r e e t 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 57 6 9 8 2 1 3 7 0 7 5 7 7 6 1 1 3 8 7 0 4 3 8 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 0. 9 5 0. 9 5 Fr t 0. 9 5 0. 9 9 1. 0 0 0. 9 9 Fl t P r o t e c t e d 0. 9 9 0. 9 9 1. 0 0 1. 0 0 Sa t d . F l o w ( p r o t ) 16 0 2 16 8 5 32 4 1 32 3 3 Fl t P e r m i t t e d 0. 9 1 0. 9 5 0. 8 6 0. 9 4 Sa t d . F l o w ( p e r m ) 14 7 2 16 1 8 27 8 6 30 5 4 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 62 7 5 8 9 1 4 7 6 8 6 2 8 2 7 1 4 9 7 6 5 4 1 RT O R R e d u c t i o n ( v p h ) 0 5 2 00 5 0 0 3 0 0 1 0 0 La n e G r o u p F l o w ( v p h ) 0 1 7 4 0 0 9 3 0 0 9 0 0 0 0 8 0 5 0 Tu r n T y p e Pe r m N A P e r m N A P e r m N A P e r m N A Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ef f e c t i v e G r e e n , g ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ac t u a t e d g / C R a t i o 0. 4 0 0. 4 0 0. 4 0 0. 4 0 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e G r p C a p ( v p h ) 58 9 64 7 11 1 4 12 2 2 v/ s R a t i o P r o t v/ s R a t i o P e r m c0 . 1 2 0. 0 6 c0 . 3 2 0. 2 6 v/ c R a t i o 0. 3 0 0. 1 4 0. 8 1 0. 6 6 Un i f o r m D e l a y , d 1 8. 2 7. 6 10 . 6 9. 8 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 1. 3 0. 5 6. 3 2. 8 De l a y ( s ) 9. 4 8. 1 17 . 0 12 . 6 Le v e l o f S e r v i c e AA B B Ap p r o a c h D e l a y ( s ) 9 . 4 8 . 1 1 7 . 0 1 2 . 6 Ap p r o a c h L O S AA B B In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 14 . 0 H C M L e v e l o f S e r v i c e B HC M V o l u m e t o C a p a c i t y r a t i o 0. 5 5 Ac t u a t e d C y c l e L e n g t h ( s ) 40 . 0 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 77 . 3 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 2: S t a t e S t r e e t & G o b b i S t r e e t 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 87 2 1 9 7 0 2 0 9 1 9 2 6 0 9 7 6 6 6 1 4 0 1 0 8 6 9 7 4 3 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 1. 0 0 0 . 9 6 1. 0 0 0 . 9 6 1. 0 0 0 . 9 7 1. 0 0 0 . 9 9 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 1 6 5 3 1 6 3 0 1 6 5 5 1 6 3 0 3 1 7 5 1 6 3 0 3 2 3 1 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 1 6 5 3 1 6 3 0 1 6 5 5 1 6 3 0 3 1 7 5 1 6 3 0 3 2 3 1 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 95 2 3 8 7 6 2 2 7 2 0 9 6 5 1 0 5 7 2 4 1 5 2 1 1 7 7 5 8 4 7 RT O R R e d u c t i o n ( v p h ) 0 1 2 0 0 1 0 0 0 2 0 00 5 0 La n e G r o u p F l o w ( v p h ) 9 5 3 0 2 0 2 2 7 2 6 4 0 1 0 5 8 5 6 0 1 1 7 8 0 0 0 Tu r n T y p e Pr o t N A Pr o t N A Pr o t N A Pr o t N A Pr o t e c t e d P h a s e s 5 2 1 6 3 8 7 4 Pe r m i t t e d P h a s e s Ac t u a t e d G r e e n , G ( s ) 9 . 1 2 4 . 0 15 . 8 3 0 . 7 7. 7 2 5 . 5 7. 9 2 5 . 7 Ef f e c t i v e G r e e n , g ( s ) 9 . 1 2 4 . 0 15 . 8 3 0 . 7 7. 7 2 5 . 5 7. 9 2 5 . 7 Ac t u a t e d g / C R a t i o 0 . 1 0 0 . 2 7 0. 1 8 0 . 3 4 0. 0 9 0 . 2 9 0. 0 9 0 . 2 9 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 1 6 6 4 4 5 28 9 5 7 0 14 1 9 0 8 14 4 9 3 1 v/ s R a t i o P r o t 0. 0 6 c 0 . 1 8 c 0 . 1 4 0 . 1 6 0. 0 6 c 0 . 2 7 0. 0 7 c 0 . 2 5 v/ s R a t i o P e r m v/ c R a t i o 0. 5 7 0 . 6 8 0. 7 9 0 . 4 6 0. 7 4 0 . 9 4 0. 8 1 0 . 8 6 Un i f o r m D e l a y , d 1 38 . 2 2 9 . 1 35 . 1 2 2 . 8 39 . 8 3 1 . 1 39 . 9 3 0 . 0 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 4 . 7 8 . 1 13 . 1 2 . 7 19 . 0 1 7 . 6 28 . 2 8 . 0 De l a y ( s ) 42 . 9 3 7 . 2 48 . 2 2 5 . 5 58 . 8 4 8 . 7 68 . 2 3 8 . 0 Le v e l o f S e r v i c e D D D C E D E D Ap p r o a c h D e l a y ( s ) 38 . 5 35 . 8 49 . 8 41 . 8 Ap p r o a c h L O S DD D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 43 . 0 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 0. 8 0 Ac t u a t e d C y c l e L e n g t h ( s ) 89 . 2 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 74 . 4 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 3: S t a t e S t r e e t & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t WB L W B R N B T N B R S B L S B T La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 30 8 2 9 1 4 7 4 2 5 1 3 2 6 4 8 6 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 0 . 9 5 0. 9 5 Fr t 1. 0 0 0 . 8 5 0 . 9 5 1. 0 0 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p r o t ) 16 3 0 1 4 5 8 3 0 9 0 31 9 6 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p e r m ) 16 3 0 1 4 5 8 3 0 9 0 31 9 6 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 33 5 3 1 6 5 1 5 2 7 3 3 5 4 5 2 8 RT O R R e d u c t i o n ( v p h ) 0 2 3 2 6 0 0 0 0 La n e G r o u p F l o w ( v p h ) 3 3 5 8 4 7 2 8 0 0 8 8 2 Tu r n T y p e NA P e r m N A Sp l i t N A Pr o t e c t e d P h a s e s 4 2 1 1 Pe r m i t t e d P h a s e s 4 Ac t u a t e d G r e e n , G ( s ) 2 5 . 8 2 5 . 8 2 6 . 2 30 . 5 Ef f e c t i v e G r e e n , g ( s ) 2 5 . 8 2 5 . 8 2 6 . 2 30 . 5 Ac t u a t e d g / C R a t i o 0 . 2 7 0 . 2 7 0 . 2 7 0. 3 2 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 2 . 0 2. 0 La n e G r p C a p ( v p h ) 4 3 6 3 9 0 8 3 9 10 1 0 v/ s R a t i o P r o t c0 . 2 1 c 0 . 2 4 c0 . 2 8 v/ s R a t i o P e r m 0. 0 6 v/ c R a t i o 0. 7 7 0 . 2 2 0 . 8 7 0. 8 7 Un i f o r m D e l a y , d 1 32 . 6 2 7 . 5 3 3 . 5 31 . 2 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1 . 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 7 . 9 0 . 3 9 . 1 8. 2 De l a y ( s ) 40 . 5 2 7 . 8 4 2 . 6 39 . 4 Le v e l o f S e r v i c e D C D D Ap p r o a c h D e l a y ( s ) 3 4 . 3 42 . 6 39 . 4 Ap p r o a c h L O S C D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 39 . 1 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 0. 8 4 Ac t u a t e d C y c l e L e n g t h ( s ) 96 . 5 S u m o f l o s t t i m e ( s ) 14 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 78 . 0 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 4: S t a t e S t r e e t & W a s h i n g t o n A v e n u e / H a s t i n g s A v e n u e 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 15 2 6 3 2 6 9 8 5 1 1 3 7 3 3 4 9 2 9 2 1 5 4 5 3 5 1 4 0 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 Fr t 0. 9 9 0. 9 4 1. 0 0 0 . 9 8 1. 0 0 0 . 9 7 Fl t P r o t e c t e d 0. 9 7 0. 9 8 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 9 15 7 8 1 6 3 0 1 6 7 5 1 6 3 0 3 1 5 9 Fl t P e r m i t t e d 0. 5 5 0. 8 1 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 93 7 13 0 3 1 6 3 0 1 6 7 5 1 6 3 0 3 1 5 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 16 5 6 8 2 8 1 0 7 5 5 1 4 9 3 6 5 3 5 1 0 0 1 6 7 5 8 2 1 5 2 RT O R R e d u c t i o n ( v p h ) 05 0 0 3 7 0 0 8 0 0 2 4 0 La n e G r o u p F l o w ( v p h ) 0 2 5 6 0 0 2 7 4 0 3 6 6 2 7 0 1 6 7 7 1 0 0 Tu r n T y p e Pe r m N A P e r m N A Pr o t N A Pr o t N A Pr o t e c t e d P h a s e s 4 8 5 2 1 6 Pe r m i t t e d P h a s e s 4 8 Ac t u a t e d G r e e n , G ( s ) 25 . 0 25 . 0 3. 6 4 8 . 6 6. 0 5 1 . 0 Ef f e c t i v e G r e e n , g ( s ) 25 . 0 25 . 0 3. 6 4 8 . 6 6. 0 5 1 . 0 Ac t u a t e d g / C R a t i o 0. 2 7 0. 2 7 0. 0 4 0 . 5 3 0. 0 7 0 . 5 6 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 25 6 35 6 64 8 8 9 10 7 1 7 5 9 v/ s R a t i o P r o t 0. 0 2 c 0 . 3 7 c 0 . 1 0 0 . 2 2 v/ s R a t i o P e r m c0 . 2 7 0. 2 1 v/ c R a t i o 1. 0 0 0. 7 7 0. 5 6 0 . 7 1 1. 5 6 0 . 4 0 Un i f o r m D e l a y , d 1 33 . 3 30 . 6 43 . 2 1 6 . 1 42 . 8 1 1 . 6 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 55 . 7 9. 6 10 . 8 4 . 7 2 9 2 . 7 0 . 7 De l a y ( s ) 89 . 0 40 . 3 54 . 1 2 0 . 8 3 3 5 . 5 1 2 . 3 Le v e l o f S e r v i c e F D D C F B Ap p r o a c h D e l a y ( s ) 89 . 0 40 . 3 22 . 6 72 . 2 Ap p r o a c h L O S F D C E In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 54 . 1 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 0. 8 5 Ac t u a t e d C y c l e L e n g t h ( s ) 91 . 6 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 79 . 1 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 5: T a l m a g e R o a d & W a u g h L a n e 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 88 7 2 1 0 0 7 3 1 8 9 0 0 0 6 0 0 8 2 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 9 6 7 8 4 0 0 7 9 5 9 7 0 0 0 6 5 0 8 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e TW L T L Me d i a n s t o r a g e v e h ) 2 Up s t r e a m s i g n a l ( f t ) 50 5 pX , p l a t o o n u n b l o c k e d 0 . 9 0 0. 9 0 0 . 9 0 0. 9 0 0 . 9 0 0 . 9 0 vC , c o n f l i c t i n g v o l u m e 8 9 1 78 4 18 5 9 1 8 6 6 3 9 2 1 3 7 8 1 7 7 0 7 9 5 vC 1 , s t a g e 1 c o n f v o l 97 5 9 7 5 79 5 7 9 5 vC 2 , s t a g e 2 c o n f v o l 88 4 8 9 1 58 3 9 7 5 vC u , u n b l o c k e d v o l 82 2 78 4 19 0 0 1 9 0 8 3 9 2 1 3 6 4 1 8 0 0 7 1 4 tC , s i n g l e ( s ) 4. 1 4. 1 7. 5 6 . 5 6 . 9 7 . 5 6 . 5 6 . 9 tC , 2 s t a g e ( s ) 6. 5 5 . 5 6. 5 5 . 5 tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 87 10 0 10 0 1 0 0 1 0 0 7 6 1 0 0 7 4 cM c a p a c i t y ( v e h / h ) 7 3 3 83 0 11 1 1 9 0 6 0 7 2 7 4 2 3 1 3 4 0 Di r e c t i o n , L a n e # EB 1 E B 2 E B 3 W B 1 W B 2 S B 1 Vo l u m e T o t a l 96 3 9 2 3 9 2 7 9 5 9 7 1 5 4 Vo l u m e L e f t 96 00 0 0 6 5 Vo l u m e R i g h t 00 0 0 9 7 8 9 cS H 7 3 3 1 7 0 0 1 7 0 0 1 7 0 0 1 7 0 0 3 0 8 Vo l u m e t o C a p a c i t y 0 . 1 3 0 . 2 3 0 . 2 3 0 . 4 7 0 . 0 6 0 . 5 0 Qu e u e L e n g t h 9 5 t h ( f t ) 1 1 00 0 0 6 6 Co n t r o l D e l a y ( s ) 10 . 6 0 . 0 0 . 0 0 . 0 0 . 0 2 7 . 8 La n e L O S B D Ap p r o a c h D e l a y ( s ) 1. 2 0. 0 27 . 8 Ap p r o a c h L O S D In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 2. 8 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 66 . 1 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: A i r p o r t P a r k B o u l e v a r d & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 14 3 6 6 3 2 9 5 7 4 4 3 4 1 4 3 1 2 0 6 8 1 1 3 4 7 2 4 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 3 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 0 2 8 1 6 3 0 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 0 2 8 1 6 3 0 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 15 3 9 8 3 5 8 6 2 4 4 7 2 1 5 3 3 9 0 7 4 0 1 4 5 1 2 6 RT O R R e d u c t i o n ( v p h ) 0 1 4 4 00 2 0 0 0 2 4 5 0 2 0 0 La n e G r o u p F l o w ( v p h ) 1 5 6 1 2 0 6 2 4 4 8 5 0 3 3 9 0 4 9 5 1 4 5 7 0 Tu r n T y p e Pr o t N A Pr o t N A c u s t o m c u s t o m S p l i t N A Pr o t e c t e d P h a s e s 5 2 1 6 8 1 8 7 7 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 1 . 5 2 8 . 8 26 . 3 5 3 . 6 15 . 4 45 . 7 6 . 6 6 . 6 Ef f e c t i v e G r e e n , g ( s ) 1 . 5 2 8 . 8 26 . 3 5 3 . 6 15 . 4 45 . 7 6 . 6 6 . 6 Ac t u a t e d g / C R a t i o 0 . 0 2 0 . 3 1 0. 2 8 0 . 5 8 0. 1 7 0. 4 9 0 . 0 7 0 . 0 7 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 La n e G r p C a p ( v p h ) 26 9 3 7 46 0 1 8 6 8 52 3 71 6 1 1 6 1 1 5 v/ s R a t i o P r o t 0. 0 1 c 0 . 2 0 c 0 . 3 8 0 . 1 5 0. 1 1 c 0 . 3 4 0 . 0 1 c 0 . 0 4 v/ s R a t i o P e r m v/ c R a t i o 0. 5 8 0 . 6 5 1. 3 6 0 . 2 6 0. 6 5 0. 6 9 0 . 1 2 0 . 5 0 Un i f o r m D e l a y , d 1 45 . 5 2 7 . 8 33 . 4 9 . 9 36 . 3 18 . 3 4 0 . 5 4 1 . 7 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 1 7 . 8 3 . 5 1 7 4 . 2 0 . 3 2. 1 2. 3 0 . 2 1 . 2 De l a y ( s ) 63 . 3 3 1 . 4 2 0 7 . 6 1 0 . 2 38 . 4 20 . 6 4 0 . 7 4 2 . 9 Le v e l o f S e r v i c e E C F B D C D D Ap p r o a c h D e l a y ( s ) 32 . 0 12 1 . 0 26 . 2 42 . 6 Ap p r o a c h L O S C F C D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 62 . 7 H C M L e v e l o f S e r v i c e E HC M V o l u m e t o C a p a c i t y r a t i o 0. 9 0 Ac t u a t e d C y c l e L e n g t h ( s ) 93 . 1 S u m o f l o s t t i m e ( s ) 16 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 83 . 3 % I C U L e v e l o f S e r v i c e E An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 7: U . S . 1 0 1 S B R a m p s & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 0 9 9 1 0 0 4 3 4 0 0 0 1 7 7 0 0 6 4 4 Si g n C o n t r o l F r e e F r e e Y i e l d S t o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 0 1 0 7 7 0 0 4 7 2 0 0 0 1 9 2 0 0 7 0 0 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) 57 1 pX , p l a t o o n u n b l o c k e d 0. 8 0 0. 8 0 0 . 8 0 0 . 8 0 0 . 8 0 0 . 8 0 vC , c o n f l i c t i n g v o l u m e 4 7 2 10 7 7 22 4 9 1 5 4 9 1 0 7 7 1 7 4 1 1 5 4 9 4 7 2 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 7 2 9 7 4 2 4 3 1 1 5 6 1 9 7 4 1 8 0 0 1 5 6 1 4 7 2 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 10 0 10 0 0 1 0 0 2 2 1 0 0 1 0 0 0 cM c a p a c i t y ( v e h / h ) 1 0 9 0 56 9 0 9 0 2 4 6 1 1 9 0 5 9 2 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 10 7 7 4 7 2 1 9 2 7 0 0 Vo l u m e L e f t 00 0 0 Vo l u m e R i g h t 0 0 1 9 2 7 0 0 cS H 17 0 0 1 7 0 0 2 4 6 5 9 2 Vo l u m e t o C a p a c i t y 0 . 6 3 0 . 2 8 0 . 7 8 1 . 1 8 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 1 4 5 6 0 7 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 5 7 . 8 1 2 2 . 1 La n e L O S F F Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 5 7 . 8 1 2 2 . 1 Ap p r o a c h L O S F F In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 39 . 6 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 75 . 2 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 8: U . S . 1 0 1 N B R a m p s & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 45 2 0 0 3 0 0 1 3 5 4 5 Si g n C o n t r o l Fr e e Fr e e S t o p Gr a d e 0% 0% 0 % Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 4 9 1 0 0 3 2 6 1 4 7 4 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) 1 Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 49 1 81 7 4 9 1 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 9 1 8 1 7 4 9 1 tC , s i n g l e ( s ) 4. 1 6. 4 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 3. 5 3 . 3 p0 q u e u e f r e e % 10 0 58 9 2 cM c a p a c i t y ( v e h / h ) 10 7 2 34 6 5 7 7 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 Vo l u m e T o t a l 49 1 3 2 6 1 9 6 Vo l u m e L e f t 0 0 1 4 7 Vo l u m e R i g h t 0 0 4 9 cS H 17 0 0 1 7 0 0 4 2 3 Vo l u m e t o C a p a c i t y 0 . 2 9 0 . 1 9 0 . 4 6 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 6 0 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 2 0 . 6 La n e L O S C Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 2 0 . 6 Ap p r o a c h L O S C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 4. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 76 . 7 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 9: H a s t i n g s F r o n t a g e R o a d & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 51 4 4 4 1 8 2 4 1 6 1 8 1 9 3 2 3 1 2 2 8 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 5 5 4 8 3 2 0 2 4 5 2 2 0 2 1 3 2 3 4 2 3 0 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 4 7 2 50 2 11 0 1 1 0 7 9 4 9 2 1 0 7 3 1 0 7 9 4 6 2 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 7 2 5 0 2 1 1 0 1 1 0 7 9 4 9 2 1 0 7 3 1 0 7 9 4 6 2 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 95 10 0 88 9 8 1 0 0 8 2 9 9 9 5 cM c a p a c i t y ( v e h / h ) 1 0 9 0 10 6 2 17 1 2 0 7 5 7 6 1 8 7 2 0 7 6 0 0 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 55 8 4 7 4 2 6 6 6 Vo l u m e L e f t 55 2 2 1 3 4 Vo l u m e R i g h t 20 2 0 2 3 0 cS H 10 9 0 1 0 6 2 1 8 6 2 7 4 Vo l u m e t o C a p a c i t y 0 . 0 5 0 . 0 0 0 . 1 4 0 . 2 4 Qu e u e L e n g t h 9 5 t h ( f t ) 4 0 1 2 2 3 Co n t r o l D e l a y ( s ) 1. 4 0 . 1 2 7 . 5 2 2 . 3 La n e L O S A A D C Ap p r o a c h D e l a y ( s ) 1. 4 0 . 1 2 7 . 5 2 2 . 3 Ap p r o a c h L O S D C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 2. 7 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 68 . 5 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 PM E x i s t i n g p l u s P r o j e c t M o n J u n 1 8 , 2 0 1 2 1 4 : 5 6 : 0 4 P a g e 1 2 - 1 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P M P e a k H o u r - E x i s t i n g p l u s P r o j e c t C o s t c o T r a f f i c & C i r c u l a t i o n R e p o r t C i t y o f U k i a h -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L e v e l O f S e r v i c e C o m p u t a t i o n R e p o r t 2 0 0 0 H C M 4 - W a y S t o p M e t h o d ( F u t u r e V o l u m e A l t e r n a t i v e ) ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * In t e r s e c t i o n # 1 0 A i r p o r t P a r k B l v d / H a s t i n g s A v e - C o m m e r c e D r ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Cy c l e ( s e c ) : 1 0 0 C r i t i c a l V o l . / C a p . ( X ) : 0 . 7 8 6 Lo s s T i m e ( s e c ) : 0 A v e r a g e D e l a y ( s e c / v e h ) : 2 7 . 0 Op t i m a l C y c l e : 0 L e v e l O f S e r v i c e : D ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * St r e e t N a m e : A i r p o r t P a r k B l v d H a s t i n g s A v e - C o m m e r c e D r Ap p r o a c h : N o r t h B o u n d S o u t h B o u n d E a s t B o u n d W e s t B o u n d Mo v e m e n t : L - T - R L - T - R L - T - R L - T - R -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Co n t r o l : S t o p S i g n S t o p S i g n S t o p S i g n S t o p S i g n Ri g h t s : I n c l u d e I n c l u d e I n c l u d e I n c l u d e Mi n . G r e e n : 0 0 0 0 0 0 0 0 0 0 0 0 La n e s : 1 0 1 1 0 1 0 1 1 0 0 0 1 ! 0 0 0 0 1 ! 0 0 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Vo l u m e M o d u l e : > > C o u n t D a t e : 1 0 F e b 2 0 1 0 < < 4 : 1 5 - 5 : 1 5 p m Ba s e V o l : 7 9 2 6 8 8 6 6 1 8 8 7 9 7 9 7 9 7 9 4 5 0 7 3 Gr o w t h A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In i t i a l B s e : 7 9 2 6 8 8 6 6 1 8 8 7 9 7 9 7 9 7 9 4 5 0 7 3 Ad d e d V o l : 1 3 6 2 2 1 0 0 2 1 3 0 0 0 1 3 0 0 0 0 Pa s s e r B y V o l : 7 1 5 2 6 - 6 1 4 6 - 7 - 7 0 7 6 0 - 6 In i t i a l F u t : 2 2 2 6 4 1 1 4 6 0 5 4 7 7 2 7 2 7 9 2 1 6 1 0 5 0 6 7 Us e r A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 PH F A d j : 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 PH F V o l u m e : 2 3 8 6 8 7 1 5 6 4 5 8 6 7 7 7 7 8 5 2 3 2 1 1 5 4 7 2 Re d u c t V o l : 0 0 0 0 0 0 0 0 0 0 0 0 Re d u c e d V o l : 2 3 8 6 8 7 1 5 6 4 5 8 6 7 7 7 7 8 5 2 3 2 1 1 5 4 7 2 PC E A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 ML F A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Fi n a l V o l u m e : 2 3 8 6 8 7 1 5 6 4 5 8 6 7 7 7 7 8 5 2 3 2 1 1 5 4 7 2 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Sa t u r a t i o n F l o w M o d u l e : Ad j u s t m e n t : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 La n e s : 1 . 0 0 1 . 9 6 0 . 0 4 1 . 0 0 1 . 7 7 0 . 2 3 0 . 2 0 0 . 2 1 0 . 5 9 0 . 0 8 0 . 3 9 0 . 5 3 Fi n a l S a t . : 4 3 8 9 1 6 2 0 4 2 0 8 0 2 1 0 7 9 8 1 0 8 2 9 5 3 3 1 6 3 2 1 9 -- - - - - - - - - - - | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | | - - - - - - - - - - - - - - - | Ca p a c i t y A n a l y s i s M o d u l e : Vo l / S a t : 0 . 5 4 0 . 7 5 0 . 7 5 0 . 1 5 0 . 7 3 0 . 7 2 0 . 7 9 0 . 7 9 0 . 7 9 0 . 3 3 0 . 3 3 0 . 3 3 Cr i t M o v e s : * * * * * * * * * * * * * * * * De l a y / V e h : 2 0 . 0 2 9 . 5 2 9 . 4 1 2 . 6 2 8 . 6 2 7 . 7 3 0 . 4 3 0 . 4 3 0 . 4 1 4 . 7 1 4 . 7 1 4 . 7 De l a y A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Ad j D e l / V e h : 2 0 . 0 2 9 . 5 2 9 . 4 1 2 . 6 2 8 . 6 2 7 . 7 3 0 . 4 3 0 . 4 3 0 . 4 1 4 . 7 1 4 . 7 1 4 . 7 LO S b y M o v e : C D D B D D D D D B B B Ap p r o a c h D e l : 2 7 . 1 2 7 . 1 3 0 . 4 1 4 . 7 De l a y A d j : 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 Ap p r A d j D e l : 2 7 . 1 2 7 . 1 3 0 . 4 1 4 . 7 LO S b y A p p r : D D D B Al l W a y A v g Q : 1 . 1 2 . 5 2 . 5 0 . 2 2 . 3 2 . 2 2 . 8 2 . 8 2 . 8 0 . 4 0 . 4 0 . 4 ** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * T r a f f i x 8 . 0 . 0 7 1 5 ( c ) 2 0 0 8 D o w l i n g A s s o c . L i c e n s e d t o W - T R A N S , S a n t a R o s a , C A HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 1: S t a t e S t r e e t & M i l l S t r e e t 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 41 6 7 6 5 3 6 5 9 4 7 4 2 5 8 8 3 3 2 2 2 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 0. 9 5 0. 9 5 Fr t 0. 9 5 0. 9 8 1. 0 0 0. 9 9 Fl t P r o t e c t e d 0. 9 9 1. 0 0 1. 0 0 1. 0 0 Sa t d . F l o w ( p r o t ) 16 1 0 16 8 5 32 3 6 32 2 6 Fl t P e r m i t t e d 0. 9 3 0. 9 9 0. 8 9 0. 9 4 Sa t d . F l o w ( p e r m ) 15 1 1 16 7 4 28 9 4 30 4 5 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 45 7 3 7 1 3 7 1 1 0 5 1 4 6 2 9 9 3 6 1 2 4 RT O R R e d u c t i o n ( v p h ) 0 4 3 00 6 0 0 3 0 0 1 2 0 La n e G r o u p F l o w ( v p h ) 0 1 4 6 0 0 7 8 0 0 5 1 9 0 0 3 8 2 0 Tu r n T y p e Pe r m N A P e r m N A P e r m N A P e r m N A Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ef f e c t i v e G r e e n , g ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ac t u a t e d g / C R a t i o 0. 4 0 0. 4 0 0. 4 0 0. 4 0 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e G r p C a p ( v p h ) 60 4 67 0 11 5 8 12 1 8 v/ s R a t i o P r o t v/ s R a t i o P e r m c0 . 1 0 0. 0 5 c0 . 1 8 0. 1 3 v/ c R a t i o 0. 2 4 0. 1 2 0. 4 5 0. 3 1 Un i f o r m D e l a y , d 1 8. 0 7. 6 8. 8 8. 2 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 1. 0 0. 4 1. 3 0. 7 De l a y ( s ) 8. 9 7. 9 10 . 0 8. 9 Le v e l o f S e r v i c e AA B A Ap p r o a c h D e l a y ( s ) 8 . 9 7 . 9 1 0 . 0 8 . 9 Ap p r o a c h L O S AA B A In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 9. 3 H C M L e v e l o f S e r v i c e A HC M V o l u m e t o C a p a c i t y r a t i o 0. 3 5 Ac t u a t e d C y c l e L e n g t h ( s ) 40 . 0 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 52 . 8 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 2: S t a t e S t r e e t & G o b b i S t r e e t 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 61 2 0 3 6 0 1 0 3 2 3 0 4 6 3 7 4 4 3 9 2 5 1 3 5 3 2 3 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 1. 0 0 0 . 9 9 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 1 6 5 7 1 6 3 0 1 6 7 3 1 6 3 0 3 1 7 6 1 6 3 0 3 2 3 0 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 1 6 5 7 1 6 3 0 1 6 7 3 1 6 3 0 3 1 7 6 1 6 3 0 3 2 3 0 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 66 2 2 1 6 5 1 1 2 2 5 0 5 0 4 0 4 8 2 1 0 0 5 5 3 8 4 2 5 RT O R R e d u c t i o n ( v p h ) 0 1 0 00 6 0 0 2 0 0 0 5 0 La n e G r o u p F l o w ( v p h ) 6 6 2 7 6 0 1 1 2 2 9 4 0 4 0 5 6 2 0 5 5 4 0 4 0 Tu r n T y p e Pr o t N A Pr o t N A Pr o t N A Pr o t N A Pr o t e c t e d P h a s e s 5 2 1 6 3 8 7 4 Pe r m i t t e d P h a s e s Ac t u a t e d G r e e n , G ( s ) 6 . 8 2 4 . 8 8. 6 2 6 . 6 4. 3 1 8 . 1 3. 6 1 7 . 4 Ef f e c t i v e G r e e n , g ( s ) 6 . 8 2 4 . 8 8. 6 2 6 . 6 4. 3 1 8 . 1 3. 6 1 7 . 4 Ac t u a t e d g / C R a t i o 0 . 1 0 0 . 3 5 0. 1 2 0 . 3 7 0. 0 6 0 . 2 5 0. 0 5 0 . 2 4 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 1 5 6 5 7 8 19 7 6 2 6 99 8 0 9 83 7 9 0 v/ s R a t i o P r o t 0. 0 4 0 . 1 7 c 0 . 0 7 c 0 . 1 8 0. 0 2 c 0 . 1 8 0. 0 3 c 0 . 1 2 v/ s R a t i o P e r m v/ c R a t i o 0. 4 2 0 . 4 8 0. 5 7 0 . 4 7 0. 4 0 0 . 6 9 0. 6 6 0 . 5 1 Un i f o r m D e l a y , d 1 30 . 3 1 8 . 1 29 . 5 1 6 . 9 32 . 2 2 4 . 0 33 . 2 2 3 . 2 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 1 . 8 2 . 8 3. 7 2 . 5 2. 7 2 . 6 18 . 1 0 . 6 De l a y ( s ) 32 . 1 2 0 . 9 33 . 2 1 9 . 4 34 . 9 2 6 . 6 51 . 3 2 3 . 7 Le v e l o f S e r v i c e C C C B C C D C Ap p r o a c h D e l a y ( s ) 23 . 0 23 . 2 27 . 1 27 . 0 Ap p r o a c h L O S CC C C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 25 . 4 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 5 2 Ac t u a t e d C y c l e L e n g t h ( s ) 71 . 1 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 54 . 9 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 3: S t a t e S t r e e t & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t WB L W B R N B T N B R S B L S B T La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 30 6 2 4 3 3 2 3 1 8 0 2 2 5 2 9 6 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 0 . 9 5 0. 9 5 Fr t 1. 0 0 0 . 8 5 0 . 9 5 1. 0 0 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p r o t ) 16 3 0 1 4 5 8 3 0 8 5 31 9 1 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p e r m ) 16 3 0 1 4 5 8 3 0 8 5 31 9 1 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 33 3 2 6 4 3 5 1 1 9 6 2 4 5 3 2 2 RT O R R e d u c t i o n ( v p h ) 0 1 8 3 7 0 0 0 0 La n e G r o u p F l o w ( v p h ) 3 3 3 8 1 4 7 7 0 0 5 6 7 Tu r n T y p e NA P e r m N A Sp l i t N A Pr o t e c t e d P h a s e s 4 2 1 1 Pe r m i t t e d P h a s e s 4 Ac t u a t e d G r e e n , G ( s ) 2 1 . 9 2 1 . 9 1 6 . 8 18 . 6 Ef f e c t i v e G r e e n , g ( s ) 2 1 . 9 2 1 . 9 1 6 . 8 18 . 6 Ac t u a t e d g / C R a t i o 0 . 3 1 0 . 3 1 0 . 2 4 0. 2 6 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 2 . 0 2. 0 La n e G r p C a p ( v p h ) 5 0 1 4 4 8 7 2 7 83 2 v/ s R a t i o P r o t c0 . 2 0 c 0 . 1 5 c0 . 1 8 v/ s R a t i o P e r m 0. 0 6 v/ c R a t i o 0. 6 6 0 . 1 8 0 . 6 6 0. 6 8 Un i f o r m D e l a y , d 1 21 . 5 1 8 . 1 2 4 . 6 23 . 7 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1 . 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 3 . 3 0 . 2 1 . 6 1. 8 De l a y ( s ) 24 . 8 1 8 . 3 2 6 . 3 25 . 5 Le v e l o f S e r v i c e C B C C Ap p r o a c h D e l a y ( s ) 2 1 . 9 26 . 3 25 . 5 Ap p r o a c h L O S C C C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 24 . 5 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 6 7 Ac t u a t e d C y c l e L e n g t h ( s ) 71 . 3 S u m o f l o s t t i m e ( s ) 14 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 62 . 0 % I C U L e v e l o f S e r v i c e B An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 4: S t a t e S t r e e t & W a s h i n g t o n A v e n u e / H a s t i n g s A v e n u e 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 18 1 1 1 8 5 0 4 6 5 0 8 1 3 4 4 9 7 5 2 8 5 4 8 2 1 5 8 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 Fr t 0. 9 8 1. 0 0 0 . 9 1 1. 0 0 0 . 9 9 1. 0 0 0 . 9 6 Fl t P r o t e c t e d 0. 9 7 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 4 0 1 6 3 0 1 5 5 6 1 6 3 0 1 6 9 1 1 6 3 0 3 1 3 9 Fl t P e r m i t t e d 0. 7 1 0. 5 3 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 11 9 6 90 4 1 5 5 6 1 6 3 0 1 6 9 1 1 6 3 0 3 1 3 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 19 7 1 2 8 5 4 5 0 5 4 8 8 3 7 5 4 0 5 7 9 2 5 2 4 1 7 2 RT O R R e d u c t i o n ( v p h ) 07 0 0 6 4 0 0 4 0 0 3 3 0 La n e G r o u p F l o w ( v p h ) 0 3 7 2 0 5 0 7 8 0 3 7 5 9 3 0 9 2 6 6 3 0 Tu r n T y p e Pe r m N A P e r m N A Pr o t N A Pr o t N A Pr o t e c t e d P h a s e s 4 8 5 2 1 6 Pe r m i t t e d P h a s e s 4 8 Ac t u a t e d G r e e n , G ( s ) 25 . 0 25 . 0 2 5 . 0 3. 6 4 8 . 6 6. 0 5 1 . 0 Ef f e c t i v e G r e e n , g ( s ) 25 . 0 25 . 0 2 5 . 0 3. 6 4 8 . 6 6. 0 5 1 . 0 Ac t u a t e d g / C R a t i o 0. 2 7 0. 2 7 0 . 2 7 0. 0 4 0 . 5 3 0. 0 7 0 . 5 6 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 32 6 24 7 4 2 5 64 8 9 7 10 7 1 7 4 8 v/ s R a t i o P r o t 0. 0 5 0. 0 2 c 0 . 3 5 c 0 . 0 6 0 . 2 1 v/ s R a t i o P e r m c0 . 3 1 0. 0 6 v/ c R a t i o 1. 1 4 0. 2 0 0 . 1 8 0. 5 8 0 . 6 6 0. 8 6 0 . 3 8 Un i f o r m D e l a y , d 1 33 . 3 25 . 6 2 5 . 5 43 . 3 1 5 . 5 42 . 4 1 1 . 4 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 94 . 2 0. 4 0 . 2 12 . 0 3 . 8 45 . 5 0 . 6 De l a y ( s ) 12 7 . 5 26 . 0 2 5 . 7 55 . 3 1 9 . 4 87 . 9 1 2 . 0 Le v e l o f S e r v i c e F C C E B F B Ap p r o a c h D e l a y ( s ) 12 7 . 5 25 . 8 21 . 5 20 . 9 Ap p r o a c h L O S F C C C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 41 . 8 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 0. 8 2 Ac t u a t e d C y c l e L e n g t h ( s ) 91 . 6 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 79 . 4 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 5: T a l m a g e R o a d & W a u g h L a n e 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 41 3 5 9 0 0 5 4 7 3 9 0 0 0 2 7 0 4 5 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 4 5 3 9 0 0 0 5 9 5 4 2 0 0 0 2 9 0 4 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e TW L T L Me d i a n s t o r a g e v e h ) 2 Up s t r e a m s i g n a l ( f t ) 50 5 pX , p l a t o o n u n b l o c k e d 0 . 9 0 0. 9 0 0 . 9 0 0. 9 0 0 . 9 0 0 . 9 0 vC , c o n f l i c t i n g v o l u m e 6 3 7 39 0 11 2 3 1 1 1 6 1 9 5 8 7 9 1 0 7 4 5 9 5 vC 1 , s t a g e 1 c o n f v o l 47 9 4 7 9 59 5 5 9 5 vC 2 , s t a g e 2 c o n f v o l 64 3 6 3 7 28 4 4 7 9 vC u , u n b l o c k e d v o l 54 4 39 0 10 8 2 1 0 7 5 1 9 5 8 1 2 1 0 2 8 4 9 7 tC , s i n g l e ( s ) 4. 1 4. 1 7. 5 6 . 5 6 . 9 7 . 5 6 . 5 6 . 9 tC , 2 s t a g e ( s ) 6. 5 5 . 5 6. 5 5 . 5 tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 95 10 0 10 0 1 0 0 1 0 0 9 3 1 0 0 9 0 cM c a p a c i t y ( v e h / h ) 9 3 4 11 6 5 30 5 3 6 2 8 1 3 4 2 8 3 9 5 4 7 3 Di r e c t i o n , L a n e # EB 1 E B 2 E B 3 W B 1 W B 2 S B 1 Vo l u m e T o t a l 45 1 9 5 1 9 5 5 9 5 4 2 7 8 Vo l u m e L e f t 45 00 0 0 2 9 Vo l u m e R i g h t 00 0 0 4 2 4 9 cS H 9 3 4 1 7 0 0 1 7 0 0 1 7 0 0 1 7 0 0 4 5 5 Vo l u m e t o C a p a c i t y 0 . 0 5 0 . 1 1 0 . 1 1 0 . 3 5 0 . 0 2 0 . 1 7 Qu e u e L e n g t h 9 5 t h ( f t ) 40 0 0 0 1 5 Co n t r o l D e l a y ( s ) 9. 0 0 . 0 0 . 0 0 . 0 0 . 0 1 4 . 6 La n e L O S A B Ap p r o a c h D e l a y ( s ) 0. 9 0. 0 14 . 6 Ap p r o a c h L O S B In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 1. 3 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 48 . 3 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: A i r p o r t P a r k B o u l e v a r d & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 8 2 3 9 1 2 1 3 2 5 4 5 7 1 5 1 3 3 0 2 4 3 9 3 0 1 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 5 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 0 9 5 1 6 3 0 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 5 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 0 9 5 1 6 3 0 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 5 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 9 2 6 0 1 3 2 3 5 3 4 9 7 1 6 1 4 5 0 2 6 4 1 0 3 3 1 8 RT O R R e d u c t i o n ( v p h ) 0 5 0 00 1 0 0 0 1 5 4 0 1 7 0 La n e G r o u p F l o w ( v p h ) 9 3 4 2 0 3 5 3 5 1 2 0 1 4 5 0 1 1 0 1 0 3 4 0 Tu r n T y p e Pr o t N A Pr o t N A c u s t o m c u s t o m S p l i t N A Pr o t e c t e d P h a s e s 5 2 1 6 8 1 8 7 7 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 0 . 7 3 1 . 1 21 . 4 5 1 . 8 8. 1 33 . 5 4 . 0 4 . 0 Ef f e c t i v e G r e e n , g ( s ) 0 . 7 3 1 . 1 21 . 4 5 1 . 8 8. 1 33 . 5 4 . 0 4 . 0 Ac t u a t e d g / C R a t i o 0 . 0 1 0 . 3 9 0. 2 7 0 . 6 4 0. 1 0 0. 4 2 0 . 0 5 0 . 0 5 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 La n e G r p C a p ( v p h ) 14 1 1 9 4 43 3 2 0 8 5 31 8 60 6 8 1 8 1 v/ s R a t i o P r o t 0. 0 1 c 0 . 1 1 c 0 . 2 2 0 . 1 6 c 0 . 0 5 0. 0 8 0 . 0 1 c 0 . 0 2 v/ s R a t i o P e r m v/ c R a t i o 0. 6 4 0 . 2 9 0. 8 2 0 . 2 5 0. 4 6 0. 1 8 0 . 1 2 0 . 4 2 Un i f o r m D e l a y , d 1 39 . 8 1 7 . 1 27 . 7 6 . 1 34 . 2 14 . 9 3 6 . 6 3 7 . 2 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 5 6 . 8 0 . 6 10 . 7 0 . 3 0. 4 0. 1 0 . 3 1 . 3 De l a y ( s ) 96 . 6 1 7 . 7 38 . 4 6 . 4 34 . 6 14 . 9 3 6 . 9 3 8 . 4 Le v e l o f S e r v i c e F B D A C B D D Ap p r o a c h D e l a y ( s ) 19 . 5 19 . 5 21 . 9 38 . 2 Ap p r o a c h L O S B B C D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 20 . 7 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 4 9 Ac t u a t e d C y c l e L e n g t h ( s ) 80 . 6 S u m o f l o s t t i m e ( s ) 16 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 51 . 7 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 7: U . S . 1 0 1 S B R a m p s & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 0 4 5 2 0 0 3 8 4 0 0 0 1 4 1 0 0 4 5 7 Si g n C o n t r o l F r e e F r e e Y i e l d S t o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 0 4 9 1 0 0 4 1 7 0 0 0 1 5 3 0 0 4 9 7 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) 57 1 pX , p l a t o o n u n b l o c k e d 0. 9 3 0. 9 3 0 . 9 3 0 . 9 3 0 . 9 3 0 . 9 3 vC , c o n f l i c t i n g v o l u m e 4 1 7 49 1 14 0 5 9 0 9 4 9 1 1 0 6 2 9 0 9 4 1 7 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 1 7 4 1 8 1 3 9 9 8 6 6 4 1 8 1 0 3 0 8 6 6 4 1 7 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 10 0 10 0 10 0 1 0 0 7 4 1 0 0 1 0 0 2 2 cM c a p a c i t y ( v e h / h ) 1 1 4 2 10 6 4 24 2 7 2 5 9 2 1 4 6 2 7 2 6 3 5 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 49 1 4 1 7 1 5 3 4 9 7 Vo l u m e L e f t 00 0 0 Vo l u m e R i g h t 0 0 1 5 3 4 9 7 cS H 17 0 0 1 7 0 0 5 9 2 6 3 5 Vo l u m e t o C a p a c i t y 0 . 2 9 0 . 2 5 0 . 2 6 0 . 7 8 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 2 6 1 8 7 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 1 3 . 2 2 7 . 9 La n e L O S B D Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 1 3 . 2 2 7 . 9 Ap p r o a c h L O S B D In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 10 . 2 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 59 . 3 % I C U L e v e l o f S e r v i c e B An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 8: U . S . 1 0 1 N B R a m p s & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 28 1 0 0 2 9 3 9 2 3 0 Si g n C o n t r o l Fr e e Fr e e S t o p Gr a d e 0% 0% 0 % Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 3 0 5 0 0 3 1 8 1 0 0 3 3 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) 1 Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 30 5 62 4 3 0 5 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 3 0 5 6 2 4 3 0 5 tC , s i n g l e ( s ) 4. 1 6. 4 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 3. 5 3 . 3 p0 q u e u e f r e e % 10 0 78 9 6 cM c a p a c i t y ( v e h / h ) 12 5 5 44 9 7 3 4 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 Vo l u m e T o t a l 30 5 3 1 8 1 3 3 Vo l u m e L e f t 0 0 1 0 0 Vo l u m e R i g h t 0 0 3 3 cS H 17 0 0 1 7 0 0 5 9 6 Vo l u m e t o C a p a c i t y 0 . 1 8 0 . 1 9 0 . 2 2 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 2 1 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 1 4 . 0 La n e L O S B Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 1 4 . 0 Ap p r o a c h L O S B In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 2. 5 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 40 . 1 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 9: H a s t i n g s F r o n t a g e R o a d & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 23 2 9 3 9 4 3 6 1 2 0 1 9 3 8 2 5 4 2 7 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 2 5 3 1 8 1 0 4 3 9 2 2 2 2 1 3 9 2 7 4 2 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 4 1 4 32 8 81 7 7 9 6 3 2 3 7 9 6 7 9 0 4 0 3 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 1 4 3 2 8 8 1 7 7 9 6 3 2 3 7 9 6 7 9 0 4 0 3 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 98 10 0 92 9 9 9 9 9 1 9 9 9 5 cM c a p a c i t y ( v e h / h ) 1 1 4 5 12 3 1 27 4 3 1 2 7 1 8 2 9 3 3 1 4 6 4 7 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 35 3 4 1 8 3 3 6 1 Vo l u m e L e f t 25 4 2 1 2 7 Vo l u m e R i g h t 10 2 2 9 2 9 cS H 11 4 5 1 2 3 1 3 3 2 4 0 1 Vo l u m e t o C a p a c i t y 0 . 0 2 0 . 0 0 0 . 1 0 0 . 1 5 Qu e u e L e n g t h 9 5 t h ( f t ) 2 0 8 1 3 Co n t r o l D e l a y ( s ) 0. 8 0 . 1 1 7 . 0 1 5 . 6 La n e L O S A A C C Ap p r o a c h D e l a y ( s ) 0. 8 0 . 1 1 7 . 0 1 5 . 6 Ap p r o a c h L O S C C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 2. 1 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 43 . 8 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 10 : A i r p o r t P a r k B o u l e v a r d & C o m m e r c e D r i v e 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 57 5 4 1 1 0 2 2 1 2 7 6 0 1 9 5 6 3 4 2 8 1 6 8 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 0. 9 3 0. 9 3 1. 0 0 1 . 0 0 1. 0 0 0 . 9 7 Fl t P r o t e c t e d 0. 9 9 1. 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 15 8 0 15 8 8 1 6 3 0 3 2 4 4 1 6 3 0 3 1 6 4 Fl t P e r m i t t e d 0. 8 9 0. 9 8 0. 5 3 1 . 0 0 0. 6 1 1 . 0 0 Sa t d . F l o w ( p e r m ) 14 3 2 15 6 2 90 4 3 2 4 4 1 0 5 5 3 1 6 4 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 62 5 9 1 2 0 2 2 3 2 9 6 5 2 1 2 7 3 7 3 0 5 7 4 RT O R R e d u c t i o n ( v p h ) 0 9 0 0 0 2 2 00 4 0 0 4 1 0 La n e G r o u p F l o w ( v p h ) 0 1 5 1 0 0 3 2 0 6 5 2 1 5 0 3 7 3 3 8 0 Tu r n T y p e Pe r m N A P e r m N A P e r m N A P e r m N A Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 6. 7 6. 7 12 . 0 1 2 . 0 12 . 0 1 2 . 0 Ef f e c t i v e G r e e n , g ( s ) 6. 7 6. 7 12 . 0 1 2 . 0 12 . 0 1 2 . 0 Ac t u a t e d g / C R a t i o 0. 2 5 0. 2 5 0. 4 5 0 . 4 5 0. 4 5 0 . 4 5 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 35 9 39 2 40 6 1 4 5 8 47 4 1 4 2 2 v/ s R a t i o P r o t 0. 0 7 c0 . 1 1 v/ s R a t i o P e r m c0 . 1 1 0. 0 2 0. 0 7 0. 0 4 v/ c R a t i o 0. 4 2 0. 0 8 0. 1 6 0 . 1 5 0. 0 8 0 . 2 4 Un i f o r m D e l a y , d 1 8. 4 7. 6 4. 4 4 . 3 4. 2 4 . 5 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 0. 8 0. 1 0. 2 0 . 0 0. 1 0 . 1 De l a y ( s ) 9. 2 7. 7 4. 5 4 . 4 4. 3 4 . 6 Le v e l o f S e r v i c e A A A A A A Ap p r o a c h D e l a y ( s ) 9. 2 7. 7 4. 4 4. 6 Ap p r o a c h L O S AA A A In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 5. 8 H C M L e v e l o f S e r v i c e A HC M V o l u m e t o C a p a c i t y r a t i o 0. 3 0 Ac t u a t e d C y c l e L e n g t h ( s ) 26 . 7 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 44 . 9 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 1: S t a t e S t r e e t & M i l l S t r e e t 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 57 6 9 8 8 1 4 7 0 7 6 1 7 7 9 1 3 8 7 2 8 3 8 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 0. 9 5 0. 9 5 Fr t 0. 9 4 0. 9 9 1. 0 0 0. 9 9 Fl t P r o t e c t e d 0. 9 9 0. 9 9 1. 0 0 1. 0 0 Sa t d . F l o w ( p r o t ) 15 9 9 16 8 4 32 4 1 32 3 4 Fl t P e r m i t t e d 0. 9 1 0. 9 5 0. 8 5 0. 9 4 Sa t d . F l o w ( p e r m ) 14 7 2 16 1 1 27 5 8 30 5 5 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 62 7 5 9 6 1 5 7 6 8 6 6 8 4 7 1 4 9 7 9 1 4 1 RT O R R e d u c t i o n ( v p h ) 0 4 7 00 5 0 0 2 0 0 9 0 La n e G r o u p F l o w ( v p h ) 0 1 8 6 0 0 9 4 0 0 9 2 5 0 0 8 3 2 0 Tu r n T y p e Pe r m N A P e r m N A P e r m N A P e r m N A Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ef f e c t i v e G r e e n , g ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ac t u a t e d g / C R a t i o 0. 4 0 0. 4 0 0. 4 0 0. 4 0 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e G r p C a p ( v p h ) 58 9 64 4 11 0 3 12 2 2 v/ s R a t i o P r o t v/ s R a t i o P e r m c0 . 1 3 0. 0 6 c0 . 3 4 0. 2 7 v/ c R a t i o 0. 3 2 0. 1 5 0. 8 4 0. 6 8 Un i f o r m D e l a y , d 1 8. 2 7. 6 10 . 8 9. 9 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 1. 4 0. 5 7. 7 3. 1 De l a y ( s ) 9. 6 8. 1 18 . 5 13 . 0 Le v e l o f S e r v i c e AA B B Ap p r o a c h D e l a y ( s ) 9 . 6 8 . 1 1 8 . 5 1 3 . 0 Ap p r o a c h L O S AA B B In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 14 . 8 H C M L e v e l o f S e r v i c e B HC M V o l u m e t o C a p a c i t y r a t i o 0. 5 8 Ac t u a t e d C y c l e L e n g t h ( s ) 40 . 0 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 79 . 0 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 2: S t a t e S t r e e t & G o b b i S t r e e t 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 87 2 1 9 7 6 2 1 3 1 9 2 6 0 1 0 1 6 8 8 1 4 3 1 0 8 7 2 7 4 3 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 1. 0 0 0 . 9 6 1. 0 0 0 . 9 6 1. 0 0 0 . 9 7 1. 0 0 0 . 9 9 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 1 6 4 9 1 6 3 0 1 6 5 5 1 6 3 0 3 1 7 6 1 6 3 0 3 2 3 2 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 1 6 4 9 1 6 3 0 1 6 5 5 1 6 3 0 3 1 7 6 1 6 3 0 3 2 3 2 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 95 2 3 8 8 3 2 3 2 2 0 9 6 5 1 1 0 7 4 8 1 5 5 1 1 7 7 9 0 4 7 RT O R R e d u c t i o n ( v p h ) 0 1 4 0 0 1 1 0 0 1 9 00 4 0 La n e G r o u p F l o w ( v p h ) 9 5 3 0 7 0 2 3 2 2 6 3 0 1 1 0 8 8 4 0 1 1 7 8 3 3 0 Tu r n T y p e Pr o t N A Pr o t N A Pr o t N A Pr o t N A Pr o t e c t e d P h a s e s 5 2 1 6 3 8 7 4 Pe r m i t t e d P h a s e s Ac t u a t e d G r e e n , G ( s ) 9 . 1 2 3 . 8 16 . 0 3 0 . 7 7. 8 2 6 . 0 7. 9 2 6 . 1 Ef f e c t i v e G r e e n , g ( s ) 9 . 1 2 3 . 8 16 . 0 3 0 . 7 7. 8 2 6 . 0 7. 9 2 6 . 1 Ac t u a t e d g / C R a t i o 0 . 1 0 0 . 2 7 0. 1 8 0 . 3 4 0. 0 9 0 . 2 9 0. 0 9 0 . 2 9 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 1 6 5 4 3 8 29 1 5 6 6 14 2 9 2 1 14 4 9 4 0 v/ s R a t i o P r o t 0. 0 6 c 0 . 1 9 c 0 . 1 4 0 . 1 6 0. 0 7 c 0 . 2 8 0. 0 7 c 0 . 2 6 v/ s R a t i o P e r m v/ c R a t i o 0. 5 8 0 . 7 0 0. 8 0 0 . 4 7 0. 7 7 0 . 9 6 0. 8 1 0 . 8 9 Un i f o r m D e l a y , d 1 38 . 5 2 9 . 7 35 . 3 2 3 . 1 40 . 1 3 1 . 3 40 . 2 3 0 . 4 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 4 . 8 9 . 0 14 . 0 2 . 7 22 . 7 2 0 . 2 28 . 2 1 0 . 0 De l a y ( s ) 43 . 3 3 8 . 8 49 . 3 2 5 . 8 62 . 8 5 1 . 6 68 . 4 4 0 . 4 Le v e l o f S e r v i c e D D D C E D E D Ap p r o a c h D e l a y ( s ) 39 . 8 36 . 6 52 . 8 43 . 9 Ap p r o a c h L O S DD D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 45 . 1 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 0. 8 2 Ac t u a t e d C y c l e L e n g t h ( s ) 89 . 7 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 75 . 8 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 3: S t a t e S t r e e t & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t WB L W B R N B T N B R S B L S B T La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 31 0 2 9 7 4 9 6 2 5 3 3 3 9 5 1 4 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 0 . 9 5 0. 9 5 Fr t 1. 0 0 0 . 8 5 0 . 9 5 1. 0 0 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p r o t ) 16 3 0 1 4 5 8 3 0 9 5 31 9 6 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p e r m ) 16 3 0 1 4 5 8 3 0 9 5 31 9 6 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 33 7 3 2 3 5 3 9 2 7 5 3 6 8 5 5 9 RT O R R e d u c t i o n ( v p h ) 0 2 3 7 5 5 0 0 0 La n e G r o u p F l o w ( v p h ) 3 3 7 8 6 7 5 9 0 0 9 2 7 Tu r n T y p e NA P e r m N A Sp l i t N A Pr o t e c t e d P h a s e s 4 2 1 1 Pe r m i t t e d P h a s e s 4 Ac t u a t e d G r e e n , G ( s ) 2 6 . 2 2 6 . 2 2 7 . 6 30 . 5 Ef f e c t i v e G r e e n , g ( s ) 2 6 . 2 2 6 . 2 2 7 . 6 30 . 5 Ac t u a t e d g / C R a t i o 0 . 2 7 0 . 2 7 0 . 2 8 0. 3 1 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 2 . 0 2. 0 La n e G r p C a p ( v p h ) 4 3 4 3 8 9 8 6 9 99 2 v/ s R a t i o P r o t c0 . 2 1 c 0 . 2 5 c0 . 2 9 v/ s R a t i o P e r m 0. 0 6 v/ c R a t i o 0. 7 8 0 . 2 2 0 . 8 7 0. 9 3 Un i f o r m D e l a y , d 1 33 . 3 2 8 . 1 3 3 . 7 32 . 9 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1 . 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 8 . 5 0 . 3 9 . 4 15 . 0 De l a y ( s ) 41 . 8 2 8 . 4 4 3 . 0 47 . 9 Le v e l o f S e r v i c e D C D D Ap p r o a c h D e l a y ( s ) 3 5 . 2 43 . 0 47 . 9 Ap p r o a c h L O S D D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 42 . 8 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 0. 8 7 Ac t u a t e d C y c l e L e n g t h ( s ) 98 . 3 S u m o f l o s t t i m e ( s ) 14 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 80 . 1 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 4: S t a t e S t r e e t & W a s h i n g t o n A v e n u e / H a s t i n g s A v e n u e 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 15 2 6 4 2 6 1 0 1 5 2 1 6 0 3 3 4 9 4 9 6 1 8 2 5 3 7 1 4 0 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 Fr t 0. 9 9 1. 0 0 0 . 8 9 1. 0 0 0 . 9 8 1. 0 0 0 . 9 7 Fl t P r o t e c t e d 0. 9 7 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 4 0 1 6 3 0 1 5 2 2 1 6 3 0 1 6 7 4 1 6 3 0 3 1 5 9 Fl t P e r m i t t e d 0. 5 4 0. 6 1 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 90 6 1 0 4 8 1 5 2 2 1 6 3 0 1 6 7 4 1 6 3 0 3 1 5 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 16 5 7 0 2 8 1 1 0 5 7 1 7 4 3 6 5 3 7 1 0 4 1 9 8 5 8 4 1 5 2 RT O R R e d u c t i o n ( v p h ) 05 0 0 1 2 4 0 0 8 0 0 2 4 0 La n e G r o u p F l o w ( v p h ) 0 2 5 8 0 1 1 0 1 0 7 0 3 6 6 3 3 0 1 9 8 7 1 2 0 Tu r n T y p e Pe r m N A P e r m N A Pr o t N A Pr o t N A Pr o t e c t e d P h a s e s 4 8 5 2 1 6 Pe r m i t t e d P h a s e s 4 8 Ac t u a t e d G r e e n , G ( s ) 26 . 2 26 . 2 2 6 . 2 3. 6 4 0 . 7 12 . 0 4 9 . 1 Ef f e c t i v e G r e e n , g ( s ) 26 . 2 26 . 2 2 6 . 2 3. 6 4 0 . 7 12 . 0 4 9 . 1 Ac t u a t e d g / C R a t i o 0. 2 9 0. 2 9 0 . 2 9 0. 0 4 0 . 4 5 0. 1 3 0 . 5 4 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 26 1 30 2 4 3 9 65 7 5 0 21 5 1 7 0 6 v/ s R a t i o P r o t 0. 0 7 0. 0 2 c 0 . 3 8 c 0 . 1 2 0 . 2 3 v/ s R a t i o P e r m c0 . 2 8 0. 1 1 v/ c R a t i o 0. 9 9 0. 3 6 0 . 2 4 0. 5 5 0 . 8 4 0. 9 2 0 . 4 2 Un i f o r m D e l a y , d 1 32 . 2 25 . 7 2 4 . 8 42 . 9 2 2 . 3 39 . 0 1 2 . 4 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 52 . 0 0. 7 0 . 3 9. 8 1 1 . 2 40 . 0 0 . 8 De l a y ( s ) 84 . 2 26 . 5 2 5 . 1 52 . 7 3 3 . 5 79 . 0 1 3 . 2 Le v e l o f S e r v i c e F C C D C E B Ap p r o a c h D e l a y ( s ) 84 . 2 25 . 5 34 . 5 27 . 1 Ap p r o a c h L O S F C C C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 35 . 9 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 0. 9 0 Ac t u a t e d C y c l e L e n g t h ( s ) 90 . 9 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 87 . 0 % I C U L e v e l o f S e r v i c e E An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 5: T a l m a g e R o a d & W a u g h L a n e 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 88 7 3 6 0 0 7 3 9 8 9 0 0 0 6 1 0 8 2 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 9 6 8 0 0 0 0 8 0 3 9 7 0 0 0 6 6 0 8 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e TW L T L Me d i a n s t o r a g e v e h ) 2 Up s t r e a m s i g n a l ( f t ) 50 5 pX , p l a t o o n u n b l o c k e d 0 . 8 9 0. 8 9 0 . 8 9 0. 8 9 0 . 8 9 0 . 8 9 vC , c o n f l i c t i n g v o l u m e 9 0 0 80 0 18 8 4 1 8 9 1 4 0 0 1 3 9 5 1 7 9 5 8 0 3 vC 1 , s t a g e 1 c o n f v o l 99 1 9 9 1 80 3 8 0 3 vC 2 , s t a g e 2 c o n f v o l 89 2 9 0 0 59 1 9 9 1 vC u , u n b l o c k e d v o l 83 0 80 0 19 2 9 1 9 3 7 4 0 0 1 3 8 2 1 8 2 9 7 2 1 tC , s i n g l e ( s ) 4. 1 4. 1 7. 5 6 . 5 6 . 9 7 . 5 6 . 5 6 . 9 tC , 2 s t a g e ( s ) 6. 5 5 . 5 6. 5 5 . 5 tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 87 10 0 10 0 1 0 0 1 0 0 7 5 1 0 0 7 3 cM c a p a c i t y ( v e h / h ) 7 2 6 81 9 10 8 1 8 7 6 0 0 2 7 0 2 2 7 3 3 5 Di r e c t i o n , L a n e # EB 1 E B 2 E B 3 W B 1 W B 2 S B 1 Vo l u m e T o t a l 96 4 0 0 4 0 0 8 0 3 9 7 1 5 5 Vo l u m e L e f t 96 00 0 0 6 6 Vo l u m e R i g h t 00 0 0 9 7 8 9 cS H 7 2 6 1 7 0 0 1 7 0 0 1 7 0 0 1 7 0 0 3 0 4 Vo l u m e t o C a p a c i t y 0 . 1 3 0 . 2 4 0 . 2 4 0 . 4 7 0 . 0 6 0 . 5 1 Qu e u e L e n g t h 9 5 t h ( f t ) 1 1 00 0 0 6 9 Co n t r o l D e l a y ( s ) 10 . 7 0 . 0 0 . 0 0 . 0 0 . 0 2 8 . 7 La n e L O S B D Ap p r o a c h D e l a y ( s ) 1. 1 0. 0 28 . 7 Ap p r o a c h L O S D In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 2. 8 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 66 . 7 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: A i r p o r t P a r k B o u l e v a r d & T a l m a g e R o a d / T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 14 3 7 4 3 3 6 6 1 3 4 4 2 1 4 3 1 2 0 7 0 8 1 3 4 7 2 4 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 3 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 0 2 9 1 6 3 0 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 0 2 9 1 6 3 0 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 15 4 0 7 3 6 5 6 6 6 4 8 0 1 5 3 3 9 0 7 7 0 1 4 5 1 2 6 RT O R R e d u c t i o n ( v p h ) 0 1 4 4 00 2 0 0 0 2 4 2 0 2 0 0 La n e G r o u p F l o w ( v p h ) 1 5 6 2 8 0 6 6 6 4 9 3 0 3 3 9 0 5 2 8 1 4 5 7 0 Tu r n T y p e Pr o t N A Pr o t N A c u s t o m c u s t o m S p l i t N A Pr o t e c t e d P h a s e s 5 2 1 6 8 1 8 7 7 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 1 . 5 2 8 . 8 26 . 3 5 3 . 6 16 . 0 46 . 3 6 . 6 6 . 6 Ef f e c t i v e G r e e n , g ( s ) 1 . 5 2 8 . 8 26 . 3 5 3 . 6 16 . 0 46 . 3 6 . 6 6 . 6 Ac t u a t e d g / C R a t i o 0 . 0 2 0 . 3 1 0. 2 8 0 . 5 7 0. 1 7 0. 4 9 0 . 0 7 0 . 0 7 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 La n e G r p C a p ( v p h ) 26 9 3 1 45 8 1 8 5 6 54 0 72 0 1 1 5 1 1 5 v/ s R a t i o P r o t 0. 0 1 c 0 . 2 1 c 0 . 4 1 0 . 1 5 0. 1 1 c 0 . 3 6 0 . 0 1 c 0 . 0 4 v/ s R a t i o P e r m v/ c R a t i o 0. 5 8 0 . 6 7 1. 4 5 0 . 2 7 0. 6 3 0. 7 3 0 . 1 2 0 . 5 0 Un i f o r m D e l a y , d 1 45 . 8 2 8 . 4 33 . 7 1 0 . 1 36 . 1 18 . 8 4 0 . 8 4 2 . 0 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 1 7 . 8 3 . 9 2 1 6 . 3 0 . 4 1. 6 3. 3 0 . 2 1 . 2 De l a y ( s ) 63 . 6 3 2 . 3 2 5 0 . 0 1 0 . 5 37 . 7 22 . 2 4 1 . 0 4 3 . 2 Le v e l o f S e r v i c e E C F B D C D D Ap p r o a c h D e l a y ( s ) 32 . 9 14 7 . 9 26 . 9 42 . 9 Ap p r o a c h L O S C F C D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 73 . 5 H C M L e v e l o f S e r v i c e E HC M V o l u m e t o C a p a c i t y r a t i o 0. 9 5 Ac t u a t e d C y c l e L e n g t h ( s ) 93 . 7 S u m o f l o s t t i m e ( s ) 16 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 86 . 1 % I C U L e v e l o f S e r v i c e E An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 7: U . S . 1 0 1 S B R a m p s & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 0 1 0 2 2 0 0 4 6 4 0 0 0 1 8 6 0 0 6 7 1 Si g n C o n t r o l F r e e F r e e Y i e l d S t o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 0 1 1 1 1 0 0 5 0 4 0 0 0 2 0 2 0 0 7 2 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) 57 1 pX , p l a t o o n u n b l o c k e d 0. 8 0 0. 8 0 0 . 8 0 0 . 8 0 0 . 8 0 0 . 8 0 vC , c o n f l i c t i n g v o l u m e 5 0 4 11 1 1 23 4 5 1 6 1 5 1 1 1 1 1 8 1 7 1 6 1 5 5 0 4 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 5 0 4 1 0 1 1 2 5 6 1 1 6 4 5 1 0 1 1 1 8 9 9 1 6 4 5 5 0 4 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 10 0 10 0 0 1 0 0 1 3 1 0 0 1 0 0 0 cM c a p a c i t y ( v e h / h ) 1 0 6 0 54 6 0 7 9 2 3 1 5 7 9 5 6 8 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 11 1 1 5 0 4 2 0 2 7 2 9 Vo l u m e L e f t 00 0 0 Vo l u m e R i g h t 0 0 2 0 2 7 2 9 cS H 17 0 0 1 7 0 0 2 3 1 5 6 8 Vo l u m e t o C a p a c i t y 0 . 6 5 0 . 3 0 0 . 8 7 1 . 2 9 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 1 7 7 7 3 7 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 7 5 . 3 1 6 3 . 7 La n e L O S F F Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 7 5 . 3 1 6 3 . 7 Ap p r o a c h L O S F F In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 52 . 9 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 78 . 3 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 8: U . S . 1 0 1 N B R a m p s & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 47 3 0 0 3 2 4 1 4 2 5 4 Si g n C o n t r o l Fr e e Fr e e S t o p Gr a d e 0% 0% 0 % Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 5 1 4 0 0 3 5 2 1 5 4 5 9 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) 1 Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 51 4 86 6 5 1 4 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 5 1 4 8 6 6 5 1 4 tC , s i n g l e ( s ) 4. 1 6. 4 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 3. 5 3 . 3 p0 q u e u e f r e e % 10 0 52 9 0 cM c a p a c i t y ( v e h / h ) 10 5 1 32 4 5 6 0 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 Vo l u m e T o t a l 51 4 3 5 2 2 1 3 Vo l u m e L e f t 0 0 1 5 4 Vo l u m e R i g h t 0 0 5 9 cS H 17 0 0 1 7 0 0 4 0 6 Vo l u m e t o C a p a c i t y 0 . 3 0 0 . 2 1 0 . 5 2 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 7 4 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 2 3 . 2 La n e L O S C Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 2 3 . 2 Ap p r o a c h L O S C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 4. 6 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 79 . 2 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 9: H a s t i n g s F r o n t a g e R o a d & T a l m a g e R o a d 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 53 4 5 6 2 6 8 4 2 8 1 8 2 7 5 8 3 1 4 3 1 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ho u r l y f l o w r a t e ( v p h ) 5 8 4 9 6 2 8 9 4 6 5 2 0 2 9 5 9 3 4 4 3 4 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 4 8 5 52 4 11 5 3 1 1 2 7 5 1 0 1 1 2 9 1 1 3 2 4 7 5 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 8 5 5 2 4 1 1 5 3 1 1 2 7 5 1 0 1 1 2 9 1 1 3 2 4 7 5 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 95 99 81 9 7 9 8 8 0 9 8 9 4 cM c a p a c i t y ( v e h / h ) 1 0 7 8 10 4 3 15 4 1 9 2 5 6 4 1 6 6 1 9 1 5 9 0 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 58 2 4 9 3 4 3 7 2 Vo l u m e L e f t 58 9 2 9 3 4 Vo l u m e R i g h t 28 2 0 9 3 4 cS H 10 7 8 1 0 4 3 1 8 6 2 5 4 Vo l u m e t o C a p a c i t y 0 . 0 5 0 . 0 1 0 . 2 3 0 . 2 8 Qu e u e L e n g t h 9 5 t h ( f t ) 4 1 2 2 2 8 Co n t r o l D e l a y ( s ) 1. 4 0 . 2 3 0 . 2 2 4 . 7 La n e L O S A A D C Ap p r o a c h D e l a y ( s ) 1. 4 0 . 2 3 0 . 2 2 4 . 7 Ap p r o a c h L O S D C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 3. 4 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 71 . 5 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 10 : A i r p o r t P a r k B o u l e v a r d & C o m m e r c e D r i v e 6/ 2 1 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 87 7 9 2 2 6 1 0 5 0 6 7 2 3 3 6 5 4 1 4 6 0 5 5 6 7 2 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 0. 9 2 0. 9 3 1. 0 0 1 . 0 0 1. 0 0 0 . 9 8 Fl t P r o t e c t e d 0. 9 9 1. 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 15 6 5 15 8 7 1 6 3 0 3 2 5 0 1 6 3 0 3 2 0 4 Fl t P e r m i t t e d 0. 8 9 0. 9 6 0. 3 7 1 . 0 0 0. 3 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 14 1 6 15 3 2 63 4 3 2 5 0 59 2 3 2 0 4 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 95 8 6 2 4 6 1 1 5 4 7 3 2 5 3 7 1 1 1 5 6 5 6 0 4 7 8 RT O R R e d u c t i o n ( v p h ) 0 1 0 1 0 0 4 9 00 3 0 0 2 3 0 La n e G r o u p F l o w ( v p h ) 0 3 2 6 0 0 8 9 0 2 5 3 7 2 3 0 6 5 6 5 9 0 Tu r n T y p e Pe r m N A P e r m N A P e r m N A P e r m N A Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 12 . 0 12 . 0 17 . 1 1 7 . 1 17 . 1 1 7 . 1 Ef f e c t i v e G r e e n , g ( s ) 12 . 0 12 . 0 17 . 1 1 7 . 1 17 . 1 1 7 . 1 Ac t u a t e d g / C R a t i o 0. 3 2 0. 3 2 0. 4 6 0 . 4 6 0. 4 6 0 . 4 6 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 45 8 49 6 29 2 1 4 9 8 27 3 1 4 7 7 v/ s R a t i o P r o t 0. 2 2 0. 2 1 v/ s R a t i o P e r m c0 . 2 3 0. 0 6 c 0 . 4 0 0. 1 1 v/ c R a t i o 0. 7 1 0. 1 8 0. 8 7 0 . 4 8 0. 2 4 0 . 4 5 Un i f o r m D e l a y , d 1 11 . 0 9. 0 9. 0 6 . 9 6. 1 6 . 8 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 5. 1 0. 2 22 . 6 0 . 2 0. 5 0 . 2 De l a y ( s ) 16 . 2 9. 2 31 . 5 7 . 2 6. 5 7 . 0 Le v e l o f S e r v i c e B A C A A A Ap p r o a c h D e l a y ( s ) 16 . 2 9. 2 13 . 5 7. 0 Ap p r o a c h L O S BA B A In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 11 . 6 H C M L e v e l o f S e r v i c e B HC M V o l u m e t o C a p a c i t y r a t i o 0. 8 0 Ac t u a t e d C y c l e L e n g t h ( s ) 37 . 1 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 74 . 7 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 1: M i l l S t r e e t & S t a t e S t r e e t 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 52 6 7 5 4 1 6 5 9 3 9 5 6 3 7 8 4 5 0 2 3 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 0. 9 5 0. 9 5 Fr t 0. 9 6 0. 9 8 1. 0 0 0. 9 9 Fl t P r o t e c t e d 0. 9 9 1. 0 0 1. 0 0 1. 0 0 Sa t d . F l o w ( p r o t ) 16 1 9 16 8 8 32 4 4 32 3 4 Fl t P e r m i t t e d 0. 9 0 1. 0 0 0. 9 0 0. 9 5 Sa t d . F l o w ( p e r m ) 14 8 5 16 8 5 29 4 0 30 6 4 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 55 7 1 5 7 1 6 8 9 4 1 5 9 3 7 8 4 7 4 2 4 RT O R R e d u c t i o n ( v p h ) 0 2 7 00 6 0 0 1 0 0 6 0 La n e G r o u p F l o w ( v p h ) 0 1 5 6 0 0 7 2 0 0 6 4 0 0 0 5 0 0 0 Tu r n T y p e Pe r m Pe r m Pe r m Pe r m Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 21 . 0 21 . 0 31 . 0 31 . 0 Ef f e c t i v e G r e e n , g ( s ) 21 . 0 21 . 0 31 . 0 31 . 0 Ac t u a t e d g / C R a t i o 0. 3 5 0. 3 5 0. 5 2 0. 5 2 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e G r p C a p ( v p h ) 52 0 59 0 15 1 9 15 8 3 v/ s R a t i o P r o t v/ s R a t i o P e r m c0 . 1 0 0. 0 4 c0 . 2 2 0. 1 6 v/ c R a t i o 0. 3 0 0. 1 2 0. 4 2 0. 3 2 Un i f o r m D e l a y , d 1 14 . 2 13 . 2 9. 0 8. 4 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 1. 5 0. 4 0. 9 0. 5 De l a y ( s ) 15 . 6 13 . 7 9. 8 8. 9 Le v e l o f S e r v i c e BB A A Ap p r o a c h D e l a y ( s ) 1 5 . 6 1 3 . 7 9 . 8 8 . 9 Ap p r o a c h L O S BB A A In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 10 . 5 H C M L e v e l o f S e r v i c e B HC M V o l u m e t o C a p a c i t y r a t i o 0. 3 7 Ac t u a t e d C y c l e L e n g t h ( s ) 60 . 0 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 60 . 1 % I C U L e v e l o f S e r v i c e B An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 2: G o b b i S t r e e t & S t a t e S t r e e t 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 11 5 2 1 1 9 7 9 7 2 3 1 4 6 3 7 5 0 9 8 6 5 1 4 5 2 3 2 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 1. 0 0 0 . 9 5 1. 0 0 0 . 9 8 1. 0 0 0 . 9 8 1. 0 0 0 . 9 9 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 1 6 3 5 1 6 3 0 1 6 7 3 1 6 3 0 3 1 8 9 1 6 3 0 3 2 2 7 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 1 6 3 5 1 6 3 0 1 6 7 3 1 6 3 0 3 1 8 9 1 6 3 0 3 2 2 7 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 12 1 2 2 2 1 0 2 1 0 2 2 4 3 4 8 3 9 5 3 6 9 1 5 4 4 7 6 3 4 RT O R R e d u c t i o n ( v p h ) 0 2 6 0 0 1 2 0 0 2 3 00 9 0 La n e G r o u p F l o w ( v p h ) 1 2 1 2 9 8 0 1 0 2 2 7 9 0 3 9 6 0 4 0 5 4 5 0 1 0 Tu r n T y p e Pr o t Pr o t Pr o t Pr o t Pr o t e c t e d P h a s e s 5 2 1 6 3 8 7 4 Pe r m i t t e d P h a s e s Ac t u a t e d G r e e n , G ( s ) 5 . 2 1 8 . 8 4. 5 1 8 . 1 1. 4 1 3 . 9 2. 8 1 5 . 3 Ef f e c t i v e G r e e n , g ( s ) 5 . 2 1 8 . 8 4. 5 1 8 . 1 1. 4 1 3 . 9 2. 8 1 5 . 3 Ac t u a t e d g / C R a t i o 0 . 0 9 0 . 3 4 0. 0 8 0 . 3 2 0. 0 2 0 . 2 5 0. 0 5 0 . 2 7 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 1 5 1 5 4 9 13 1 5 4 1 41 7 9 2 82 8 8 2 v/ s R a t i o P r o t c0 . 0 7 c 0 . 1 8 0. 0 6 0 . 1 7 0. 0 2 c 0 . 1 9 0. 0 3 c 0 . 1 6 v/ s R a t i o P e r m v/ c R a t i o 0. 8 0 0 . 5 4 0. 7 8 0 . 5 2 0. 9 5 0 . 7 6 0. 6 6 0 . 5 7 Un i f o r m D e l a y , d 1 24 . 9 1 5 . 1 25 . 3 1 5 . 4 27 . 3 1 9 . 5 26 . 1 1 7 . 5 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 2 5 . 4 3 . 8 24 . 7 3 . 5 1 2 1 . 0 4 . 4 17 . 5 0 . 8 De l a y ( s ) 50 . 3 1 8 . 9 50 . 0 1 8 . 9 1 4 8 . 2 2 3 . 9 43 . 6 1 8 . 4 Le v e l o f S e r v i c e D B D B F C D B Ap p r o a c h D e l a y ( s ) 27 . 5 27 . 0 31 . 2 20 . 8 Ap p r o a c h L O S CC C C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 26 . 7 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 5 8 Ac t u a t e d C y c l e L e n g t h ( s ) 56 . 0 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 59 . 2 % I C U L e v e l o f S e r v i c e B An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 3: T a l m a g e R o a d & S t a t e S t r e e t 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t WB L W B R N B T N B R S B L S B T La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 31 0 2 1 7 4 0 5 2 1 5 2 3 5 3 8 9 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 0 . 9 5 0. 9 5 Fr t 1. 0 0 0 . 8 5 0 . 9 5 1. 0 0 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p r o t ) 16 3 0 1 4 5 8 3 0 9 0 32 0 0 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p e r m ) 16 3 0 1 4 5 8 3 0 9 0 32 0 0 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 32 6 2 2 8 4 2 6 2 2 6 2 4 7 4 0 9 RT O R R e d u c t i o n ( v p h ) 0 1 6 7 1 2 8 0 0 0 La n e G r o u p F l o w ( v p h ) 3 2 6 6 1 5 2 4 0 0 6 5 6 Tu r n T y p e Pe r m Sp l i t Pr o t e c t e d P h a s e s 4 2 1 1 Pe r m i t t e d P h a s e s 4 Ac t u a t e d G r e e n , G ( s ) 1 4 . 1 1 4 . 1 1 3 . 0 11 . 2 Ef f e c t i v e G r e e n , g ( s ) 1 4 . 1 1 4 . 1 1 3 . 0 11 . 2 Ac t u a t e d g / C R a t i o 0 . 2 7 0 . 2 7 0 . 2 5 0. 2 1 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 2 . 0 2. 0 La n e G r p C a p ( v p h ) 4 3 9 3 9 3 7 6 8 68 5 v/ s R a t i o P r o t c0 . 2 0 c 0 . 1 7 c0 . 2 1 v/ s R a t i o P e r m 0. 0 4 v/ c R a t i o 0. 7 4 0 . 1 6 0 . 6 8 0. 9 6 Un i f o r m D e l a y , d 1 17 . 4 1 4 . 6 1 7 . 8 20 . 3 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1 . 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 6 . 7 0 . 2 2 . 0 24 . 0 De l a y ( s ) 24 . 1 1 4 . 8 1 9 . 8 44 . 3 Le v e l o f S e r v i c e C B B D Ap p r o a c h D e l a y ( s ) 2 0 . 3 19 . 8 44 . 3 Ap p r o a c h L O S C B D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 28 . 6 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 7 8 Ac t u a t e d C y c l e L e n g t h ( s ) 52 . 3 S u m o f l o s t t i m e ( s ) 14 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 69 . 0 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 4: W a s h i n g t o n A v e n u e & S t a t e S t r e e t 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 18 1 2 0 7 5 0 5 0 5 4 8 3 3 4 6 1 5 1 3 1 1 3 1 5 3 2 1 6 0 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 Fr t 0. 9 8 1. 0 0 0 . 9 1 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 Fl t P r o t e c t e d 0. 9 8 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 5 5 1 6 3 0 1 5 6 0 1 6 3 0 1 6 7 0 1 6 3 0 3 1 4 7 Fl t P e r m i t t e d 0. 7 6 0. 4 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 12 9 1 77 5 1 5 6 0 1 6 3 0 1 6 7 0 1 6 3 0 3 1 4 7 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 19 1 2 1 8 5 3 5 3 5 7 8 7 3 6 6 4 7 1 3 8 1 3 8 5 6 0 1 6 8 RT O R R e d u c t i o n ( v p h ) 05 0 0 5 9 0 0 9 0 0 2 9 0 La n e G r o u p F l o w ( v p h ) 0 4 5 7 0 5 3 8 5 0 3 6 7 7 6 0 1 3 8 6 9 9 0 Tu r n T y p e Pe r m Pe r m Pr o t Pr o t Pr o t e c t e d P h a s e s 4 8 5 2 1 6 Pe r m i t t e d P h a s e s 4 8 Ac t u a t e d G r e e n , G ( s ) 30 . 0 30 . 0 3 0 . 0 3. 6 4 2 . 6 7. 0 4 6 . 0 Ef f e c t i v e G r e e n , g ( s ) 30 . 0 30 . 0 3 0 . 0 3. 6 4 2 . 6 7. 0 4 6 . 0 Ac t u a t e d g / C R a t i o 0. 3 3 0. 3 3 0 . 3 3 0. 0 4 0 . 4 7 0. 0 8 0 . 5 0 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 42 3 25 4 5 1 1 64 7 7 7 12 5 1 5 8 0 v/ s R a t i o P r o t 0. 0 5 0. 0 2 c 0 . 4 6 c 0 . 0 8 c 0 . 2 2 v/ s R a t i o P e r m c0 . 3 5 0. 0 7 v/ c R a t i o 1. 0 8 0. 2 1 0 . 1 7 0. 5 6 1 . 0 0 1. 1 0 0 . 4 4 Un i f o r m D e l a y , d 1 30 . 8 22 . 2 2 1 . 9 43 . 2 2 4 . 5 42 . 3 1 4 . 6 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 66 . 7 0. 4 0 . 2 10 . 8 3 2 . 1 1 1 1 . 2 0 . 9 De l a y ( s ) 97 . 5 22 . 6 2 2 . 1 54 . 1 5 6 . 6 1 5 3 . 5 1 5 . 5 Le v e l o f S e r v i c e F C C D E F B Ap p r o a c h D e l a y ( s ) 97 . 5 22 . 2 56 . 5 37 . 5 Ap p r o a c h L O S F C E D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 54 . 7 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 1. 0 7 Ac t u a t e d C y c l e L e n g t h ( s ) 91 . 6 S u m o f l o s t t i m e ( s ) 16 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 99 . 6 % I C U L e v e l o f S e r v i c e F An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 5: T a l m a g e R o a d & W a u g h L a n e 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 46 3 9 5 0 0 5 1 9 5 4 0 0 0 2 5 0 4 5 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ho u r l y f l o w r a t e ( v p h ) 4 8 4 1 6 0 0 5 4 6 5 7 0 0 0 2 6 0 4 7 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e TW L T L Me d i a n s t o r a g e v e h ) 2 Up s t r e a m s i g n a l ( f t ) 50 5 pX , p l a t o o n u n b l o c k e d 0 . 9 1 0. 9 1 0 . 9 1 0. 9 1 0 . 9 1 0 . 9 1 vC , c o n f l i c t i n g v o l u m e 6 0 3 41 6 11 0 6 1 1 1 6 2 0 8 8 5 1 1 0 5 9 5 4 6 vC 1 , s t a g e 1 c o n f v o l 51 3 5 1 3 54 6 5 4 6 vC 2 , s t a g e 2 c o n f v o l 59 4 6 0 3 30 5 5 1 3 vC u , u n b l o c k e d v o l 51 2 41 6 10 6 6 1 0 7 7 2 0 8 7 8 5 1 0 1 4 4 5 0 tC , s i n g l e ( s ) 4. 1 4. 1 7. 5 6 . 5 6 . 9 7 . 5 6 . 5 6 . 9 tC , 2 s t a g e ( s ) 6. 5 5 . 5 6. 5 5 . 5 tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 95 10 0 10 0 1 0 0 1 0 0 9 4 1 0 0 9 1 cM c a p a c i t y ( v e h / h ) 9 6 6 11 4 0 31 9 3 6 5 7 9 8 4 4 7 4 0 0 5 1 1 Di r e c t i o n , L a n e # EB 1 E B 2 E B 3 W B 1 W B 2 S B 1 Vo l u m e T o t a l 48 2 0 8 2 0 8 5 4 6 5 7 7 4 Vo l u m e L e f t 48 00 0 0 2 6 Vo l u m e R i g h t 00 0 0 5 7 4 7 cS H 9 6 6 1 7 0 0 1 7 0 0 1 7 0 0 1 7 0 0 4 8 6 Vo l u m e t o C a p a c i t y 0 . 0 5 0 . 1 2 0 . 1 2 0 . 3 2 0 . 0 3 0 . 1 5 Qu e u e L e n g t h 9 5 t h ( f t ) 40 0 0 0 1 3 Co n t r o l D e l a y ( s ) 8. 9 0 . 0 0 . 0 0 . 0 0 . 0 1 3 . 7 La n e L O S A B Ap p r o a c h D e l a y ( s ) 0. 9 0. 0 13 . 7 Ap p r o a c h L O S B In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 1. 3 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 47 . 5 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 8 2 5 0 1 3 2 4 1 8 4 7 6 1 5 1 2 4 0 2 3 7 9 3 0 1 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 5 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 0 9 1 1 6 3 0 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 3 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 0 9 1 1 6 3 0 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 3 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 8 2 6 3 1 3 9 4 4 0 5 0 1 1 6 1 3 1 0 2 4 9 9 3 2 1 8 RT O R R e d u c t i o n ( v p h ) 0 5 9 00 1 0 0 0 1 3 7 0 1 7 0 La n e G r o u p F l o w ( v p h ) 8 3 4 3 0 4 4 0 5 1 6 0 1 3 1 0 1 1 2 9 3 3 0 Tu r n T y p e Pr o t Pr o t cu s t o m c u s t o m S p l i t Pr o t e c t e d P h a s e s 5 2 1 6 8 1 8 7 7 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 0 . 7 2 7 . 6 24 . 2 5 1 . 1 7. 5 35 . 7 4 . 1 4 . 1 Ef f e c t i v e G r e e n , g ( s ) 0 . 7 2 7 . 6 24 . 2 5 1 . 1 7. 5 35 . 7 4 . 1 4 . 1 Ac t u a t e d g / C R a t i o 0 . 0 1 0 . 3 5 0. 3 0 0 . 6 4 0. 0 9 0. 4 5 0 . 0 5 0 . 0 5 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 La n e G r p C a p ( v p h ) 14 1 0 7 4 49 7 2 0 8 8 29 9 65 6 8 4 8 4 v/ s R a t i o P r o t 0. 0 0 c 0 . 1 1 c 0 . 2 7 0 . 1 6 c 0 . 0 4 0. 0 8 0 . 0 1 c 0 . 0 2 v/ s R a t i o P e r m v/ c R a t i o 0. 5 7 0 . 3 2 0. 8 9 0 . 2 5 0. 4 4 0. 1 7 0 . 1 1 0 . 3 9 Un i f o r m D e l a y , d 1 39 . 2 1 9 . 0 26 . 3 6 . 0 34 . 0 13 . 0 3 5 . 9 3 6 . 4 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 3 0 . 5 0 . 8 16 . 6 0 . 3 0. 4 0. 0 0 . 2 1 . 1 De l a y ( s ) 69 . 7 1 9 . 8 42 . 9 6 . 3 34 . 3 13 . 1 3 6 . 1 3 7 . 5 Le v e l o f S e r v i c e E B D A C B D D Ap p r o a c h D e l a y ( s ) 20 . 8 23 . 1 20 . 4 37 . 3 Ap p r o a c h L O S CC C D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 22 . 5 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 5 5 Ac t u a t e d C y c l e L e n g t h ( s ) 79 . 4 S u m o f l o s t t i m e ( s ) 16 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 57 . 7 % I C U L e v e l o f S e r v i c e B An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 7: T a l m a g e R o a d & U . S . 1 0 1 S B R a m p s 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 0 4 5 8 0 0 4 1 9 0 0 0 1 3 7 0 0 5 2 7 Si g n C o n t r o l F r e e F r e e Y i e l d S t o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ho u r l y f l o w r a t e ( v p h ) 0 4 8 2 0 0 4 4 1 0 0 0 1 4 4 0 0 5 5 5 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) 57 1 pX , p l a t o o n u n b l o c k e d 0. 9 2 0. 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 vC , c o n f l i c t i n g v o l u m e 4 4 1 48 2 14 7 8 9 2 3 4 8 2 1 0 6 7 9 2 3 4 4 1 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 4 1 3 9 7 1 4 7 6 8 7 5 3 9 7 1 0 3 1 8 7 5 4 4 1 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 10 0 10 0 10 0 1 0 0 7 6 1 0 0 1 0 0 1 0 cM c a p a c i t y ( v e h / h ) 1 1 1 9 10 7 2 10 2 6 6 6 0 2 1 4 8 2 6 6 6 1 6 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 48 2 4 4 1 1 4 4 5 5 5 Vo l u m e L e f t 00 0 0 Vo l u m e R i g h t 0 0 1 4 4 5 5 5 cS H 17 0 0 1 7 0 0 6 0 2 6 1 6 Vo l u m e t o C a p a c i t y 0 . 2 8 0 . 2 6 0 . 2 4 0 . 9 0 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 2 3 2 7 7 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 1 2 . 9 4 2 . 0 La n e L O S B E Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 1 2 . 9 4 2 . 0 Ap p r o a c h L O S B E In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 15 . 5 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 66 . 0 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 8: T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 26 8 0 0 3 1 1 1 0 4 3 5 Si g n C o n t r o l Fr e e Fr e e S t o p Gr a d e 0% 0% 0 % Pe a k H o u r F a c t o r 0. 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ho u r l y f l o w r a t e ( v p h ) 2 8 2 0 0 3 2 7 1 0 9 3 7 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) 1 Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 28 2 60 9 2 8 2 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 2 8 2 6 0 9 2 8 2 tC , s i n g l e ( s ) 4. 1 6. 4 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 3. 5 3 . 3 p0 q u e u e f r e e % 10 0 76 9 5 cM c a p a c i t y ( v e h / h ) 12 8 0 45 8 7 5 7 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 Vo l u m e T o t a l 28 2 3 2 7 1 4 6 Vo l u m e L e f t 0 0 1 0 9 Vo l u m e R i g h t 0 0 3 7 cS H 17 0 0 1 7 0 0 6 1 2 Vo l u m e t o C a p a c i t y 0 . 1 7 0 . 1 9 0 . 2 4 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 2 3 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 1 4 . 0 La n e L O S B Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 1 4 . 0 Ap p r o a c h L O S B In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 2. 7 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 36 . 7 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 9: T a l m a g e R o a d & H a s t i n g s F r o n t a g e R o a d 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 22 2 8 8 9 2 4 3 6 2 0 1 9 2 6 2 5 3 2 6 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ho u r l y f l o w r a t e ( v p h ) 2 3 3 0 3 9 2 4 5 9 2 1 2 0 2 6 2 6 3 2 7 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 4 8 0 31 3 85 7 8 3 8 3 0 8 8 3 5 8 3 3 4 6 9 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 8 0 3 1 3 8 5 7 8 3 8 3 0 8 8 3 5 8 3 3 4 6 9 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 98 10 0 92 9 9 9 9 9 1 9 9 9 5 cM c a p a c i t y ( v e h / h ) 1 0 8 2 12 4 8 25 8 2 9 5 7 3 2 2 7 8 2 9 8 5 9 4 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 33 6 4 8 2 2 8 5 7 Vo l u m e L e f t 23 2 2 0 2 6 Vo l u m e R i g h t 9 2 1 6 2 7 cS H 10 8 2 1 2 4 8 3 0 5 3 7 6 Vo l u m e t o C a p a c i t y 0 . 0 2 0 . 0 0 0 . 0 9 0 . 1 5 Qu e u e L e n g t h 9 5 t h ( f t ) 2 0 8 1 3 Co n t r o l D e l a y ( s ) 0. 8 0 . 1 1 8 . 0 1 6 . 3 La n e L O S A A C C Ap p r o a c h D e l a y ( s ) 0. 8 0 . 1 1 8 . 0 1 6 . 3 Ap p r o a c h L O S C C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 1. 9 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 44 . 8 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 10 : C o m m e r c e D r i v e & A i r p o r t P a r k B o u l e v a r d 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t A M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 70 5 4 1 4 6 2 2 1 2 7 5 9 1 7 9 6 3 4 3 5 9 1 1 4 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 0. 9 3 0. 9 3 1. 0 0 1 . 0 0 1. 0 0 0 . 9 6 Fl t P r o t e c t e d 0. 9 9 1. 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 15 7 0 15 8 8 1 6 3 0 3 2 4 5 1 6 3 0 3 1 4 2 Fl t P e r m i t t e d 0. 9 0 0. 9 8 0. 4 7 1 . 0 0 0. 6 3 1 . 0 0 Sa t d . F l o w ( p e r m ) 14 3 9 15 6 5 80 6 3 2 4 5 1 0 8 0 3 1 4 2 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 74 5 7 1 5 4 2 2 2 2 8 6 2 1 8 8 6 3 6 3 7 8 1 2 0 RT O R R e d u c t i o n ( v p h ) 0 9 1 0 0 1 9 00 4 0 0 5 0 0 La n e G r o u p F l o w ( v p h ) 0 1 9 4 0 0 3 3 0 6 2 1 9 0 0 3 6 4 4 8 0 Tu r n T y p e Pe r m Pe r m Pe r m Pe r m Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 9. 0 9. 0 11 . 9 1 1 . 9 11 . 9 1 1 . 9 Ef f e c t i v e G r e e n , g ( s ) 9. 0 9. 0 11 . 9 1 1 . 9 11 . 9 1 1 . 9 Ac t u a t e d g / C R a t i o 0. 3 1 0. 3 1 0. 4 1 0 . 4 1 0. 4 1 0 . 4 1 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 44 8 48 7 33 2 1 3 3 6 44 5 1 2 9 4 v/ s R a t i o P r o t 0. 0 6 c0 . 1 4 v/ s R a t i o P e r m c0 . 1 3 0. 0 2 0. 0 8 0. 0 3 v/ c R a t i o 0. 4 3 0. 0 7 0. 1 9 0 . 1 4 0. 0 8 0 . 3 5 Un i f o r m D e l a y , d 1 7. 9 7. 0 5. 4 5 . 3 5. 2 5 . 8 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 0. 7 0. 1 0. 3 0 . 0 0. 1 0 . 2 De l a y ( s ) 8. 6 7. 1 5. 7 5 . 4 5. 3 6 . 0 Le v e l o f S e r v i c e A A A A A A Ap p r o a c h D e l a y ( s ) 8. 6 7. 1 5. 4 5. 9 Ap p r o a c h L O S AA A A In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 6. 6 H C M L e v e l o f S e r v i c e A HC M V o l u m e t o C a p a c i t y r a t i o 0. 3 8 Ac t u a t e d C y c l e L e n g t h ( s ) 28 . 9 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 52 . 0 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 1: M i l l S t r e e t & S t a t e S t r e e t 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 58 6 9 6 6 1 1 7 0 7 4 5 9 1 0 1 0 8 8 1 0 4 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 0. 9 5 0. 9 5 Fr t 0. 9 5 0. 9 9 1. 0 0 0. 9 9 Fl t P r o t e c t e d 0. 9 9 0. 9 9 1. 0 0 1. 0 0 Sa t d . F l o w ( p r o t ) 16 1 3 16 8 7 32 4 7 32 3 2 Fl t P e r m i t t e d 0. 9 0 0. 9 6 0. 8 8 0. 9 5 Sa t d . F l o w ( p e r m ) 14 7 4 16 3 3 28 7 2 30 5 6 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 61 7 3 6 9 1 2 7 4 7 4 7 9 5 8 1 1 8 8 5 3 4 9 RT O R R e d u c t i o n ( v p h ) 0 3 8 00 4 0 0 2 0 0 1 0 0 La n e G r o u p F l o w ( v p h ) 0 1 6 5 0 0 8 9 0 0 1 0 1 4 0 0 9 0 0 0 Tu r n T y p e Pe r m Pe r m Pe r m Pe r m Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ef f e c t i v e G r e e n , g ( s ) 16 . 0 16 . 0 16 . 0 16 . 0 Ac t u a t e d g / C R a t i o 0. 4 0 0. 4 0 0. 4 0 0. 4 0 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4. 0 La n e G r p C a p ( v p h ) 59 0 65 3 11 4 9 12 2 2 v/ s R a t i o P r o t v/ s R a t i o P e r m c0 . 1 1 0. 0 5 c0 . 3 5 0. 2 9 v/ c R a t i o 0. 2 8 0. 1 4 0. 8 8 0. 7 4 Un i f o r m D e l a y , d 1 8. 1 7. 6 11 . 1 10 . 2 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 1. 2 0. 4 9. 9 4. 0 De l a y ( s ) 9. 3 8. 0 21 . 1 14 . 2 Le v e l o f S e r v i c e A A C B Ap p r o a c h D e l a y ( s ) 9. 3 8. 0 21 . 1 14 . 2 Ap p r o a c h L O S A A C B In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 16 . 6 H C M L e v e l o f S e r v i c e B HC M V o l u m e t o C a p a c i t y r a t i o 0. 5 8 Ac t u a t e d C y c l e L e n g t h ( s ) 40 . 0 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 83 . 7 % I C U L e v e l o f S e r v i c e E An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 2: G o b b i S t r e e t & S t a t e S t r e e t 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 11 2 2 3 2 9 2 2 0 2 2 1 4 6 0 1 6 1 7 8 1 1 3 9 1 0 8 7 7 4 6 0 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 1. 0 0 0 . 9 6 1. 0 0 0 . 9 7 1. 0 0 0 . 9 8 1. 0 0 0 . 9 9 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 1 6 4 2 1 6 3 0 1 6 5 9 1 6 3 0 3 1 8 6 1 6 3 0 3 2 2 5 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 1 6 4 2 1 6 3 0 1 6 5 9 1 6 3 0 3 1 8 6 1 6 3 0 3 2 2 5 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 11 8 2 4 4 9 7 2 1 3 2 2 5 6 3 1 6 9 8 2 2 1 4 6 1 1 4 8 1 5 6 3 RT O R R e d u c t i o n ( v p h ) 0 1 3 00 9 0 0 1 4 0 0 5 0 La n e G r o u p F l o w ( v p h ) 1 1 8 3 2 8 0 2 1 3 2 7 9 0 1 6 9 9 5 4 0 1 1 4 8 7 3 0 Tu r n T y p e Pr o t Pr o t Pr o t Pr o t Pr o t e c t e d P h a s e s 5 2 1 6 3 8 7 4 Pe r m i t t e d P h a s e s Ac t u a t e d G r e e n , G ( s ) 1 2 . 5 2 9 . 1 16 . 6 3 3 . 2 13 . 3 3 3 . 9 9. 8 3 0 . 4 Ef f e c t i v e G r e e n , g ( s ) 1 2 . 5 2 9 . 1 16 . 6 3 3 . 2 13 . 3 3 3 . 9 9. 8 3 0 . 4 Ac t u a t e d g / C R a t i o 0 . 1 2 0 . 2 8 0. 1 6 0 . 3 1 0. 1 3 0 . 3 2 0. 0 9 0 . 2 9 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 1 9 3 4 5 3 25 7 5 2 3 20 6 1 0 2 5 15 2 9 3 0 v/ s R a t i o P r o t 0. 0 7 c 0 . 2 0 c 0 . 1 3 0 . 1 7 0. 1 0 c 0 . 3 0 0. 0 7 c 0 . 2 7 v/ s R a t i o P e r m v/ c R a t i o 0. 6 1 0 . 7 2 0. 8 3 0 . 5 3 0. 8 2 0 . 9 3 0. 7 5 0 . 9 4 Un i f o r m D e l a y , d 1 44 . 1 3 4 . 5 43 . 0 2 9 . 7 44 . 9 3 4 . 6 46 . 6 3 6 . 6 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 5 . 6 9 . 7 19 . 3 3 . 9 22 . 3 1 4 . 4 18 . 6 1 6 . 5 De l a y ( s ) 49 . 8 4 4 . 2 62 . 3 3 3 . 6 67 . 2 4 9 . 0 65 . 2 5 3 . 1 Le v e l o f S e r v i c e D D E C E D E D Ap p r o a c h D e l a y ( s ) 45 . 6 45 . 8 51 . 7 54 . 5 Ap p r o a c h L O S DD D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 50 . 7 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 0. 8 3 Ac t u a t e d C y c l e L e n g t h ( s ) 10 5 . 4 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 79 . 8 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 3: T a l m a g e R o a d & S t a t e S t r e e t 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t WB L W B R N B T N B R S B L S B T La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 31 9 3 4 8 5 6 3 2 6 6 3 5 9 5 1 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 0 . 9 5 0. 9 5 Fr t 1. 0 0 0 . 8 5 0 . 9 5 1. 0 0 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p r o t ) 16 3 0 1 4 5 8 3 1 0 3 31 9 4 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 1 . 0 0 0. 9 8 Sa t d . F l o w ( p e r m ) 16 3 0 1 4 5 8 3 1 0 3 31 9 4 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 33 6 3 6 6 5 9 3 2 8 0 3 7 8 5 4 4 RT O R R e d u c t i o n ( v p h ) 0 2 7 9 8 1 0 0 0 La n e G r o u p F l o w ( v p h ) 3 3 6 8 7 7 9 2 0 0 9 2 2 Tu r n T y p e Pe r m Sp l i t Pr o t e c t e d P h a s e s 4 2 1 1 Pe r m i t t e d P h a s e s 4 Ac t u a t e d G r e e n , G ( s ) 1 6 . 2 1 6 . 2 1 9 . 1 19 . 0 Ef f e c t i v e G r e e n , g ( s ) 1 6 . 2 1 6 . 2 1 9 . 1 19 . 0 Ac t u a t e d g / C R a t i o 0 . 2 4 0 . 2 4 0 . 2 8 0. 2 8 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 5 . 0 5. 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 2 . 0 2. 0 La n e G r p C a p ( v p h ) 3 8 7 3 4 6 8 6 8 88 9 v/ s R a t i o P r o t c0 . 2 1 c 0 . 2 6 c0 . 2 9 v/ s R a t i o P e r m 0. 0 6 v/ c R a t i o 0. 8 7 0 . 2 5 0 . 9 1 1. 0 4 Un i f o r m D e l a y , d 1 25 . 0 2 1 . 1 2 3 . 8 24 . 6 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1 . 0 0 1. 0 0 In c r e m e n t a l D e l a y , d 2 1 8 . 2 0 . 4 1 3 . 4 40 . 2 De l a y ( s ) 43 . 2 2 1 . 5 3 7 . 2 64 . 9 Le v e l o f S e r v i c e D C D E Ap p r o a c h D e l a y ( s ) 3 1 . 9 37 . 2 64 . 9 Ap p r o a c h L O S C D E In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 45 . 9 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 0. 9 4 Ac t u a t e d C y c l e L e n g t h ( s ) 68 . 3 S u m o f l o s t t i m e ( s ) 14 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 83 . 8 % I C U L e v e l o f S e r v i c e E An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 4: W a s h i n g t o n A v e n u e & S t a t e S t r e e t 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 15 9 8 6 3 1 1 4 8 6 5 1 2 5 3 7 6 1 2 1 4 0 1 5 0 5 8 9 1 4 0 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 Fr t 0. 9 8 1. 0 0 0 . 9 0 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 Fl t P r o t e c t e d 0. 9 7 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 4 2 1 6 3 0 1 5 4 6 1 6 3 0 1 6 6 8 1 6 3 0 3 1 6 6 Fl t P e r m i t t e d 0. 5 7 0. 5 8 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 96 8 99 3 1 5 4 6 1 6 3 0 1 6 6 8 1 6 3 0 3 1 6 6 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 16 7 9 1 3 3 1 5 6 6 8 1 3 2 3 9 6 4 4 1 4 7 1 5 8 6 2 0 1 4 7 RT O R R e d u c t i o n ( v p h ) 04 0 0 7 0 0 0 8 0 0 1 9 0 La n e G r o u p F l o w ( v p h ) 0 2 8 7 0 1 5 6 1 3 0 0 3 9 7 8 3 0 1 5 8 7 4 8 0 Tu r n T y p e Pe r m Pe r m Pr o t Pr o t Pr o t e c t e d P h a s e s 4 8 5 2 1 6 Pe r m i t t e d P h a s e s 4 8 Ac t u a t e d G r e e n , G ( s ) 27 . 0 27 . 0 2 7 . 0 4. 2 5 7 . 6 5. 0 5 8 . 4 Ef f e c t i v e G r e e n , g ( s ) 27 . 0 27 . 0 2 7 . 0 4. 2 5 7 . 6 5. 0 5 8 . 4 Ac t u a t e d g / C R a t i o 0. 2 7 0. 2 7 0 . 2 7 0. 0 4 0 . 5 7 0. 0 5 0 . 5 7 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 25 7 26 4 4 1 1 67 9 4 6 80 1 8 2 0 v/ s R a t i o P r o t 0. 0 8 0. 0 2 c 0 . 4 7 c 0 . 1 0 0 . 2 4 v/ s R a t i o P e r m c0 . 3 0 0. 1 6 v/ c R a t i o 1. 1 2 0. 5 9 0 . 3 2 0. 5 8 0 . 8 3 1. 9 8 0 . 4 1 Un i f o r m D e l a y , d 1 37 . 3 32 . 5 2 9 . 9 47 . 8 1 7 . 9 48 . 3 1 2 . 0 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 90 . 6 3. 5 0 . 4 12 . 2 8 . 2 4 8 0 . 4 0 . 7 De l a y ( s ) 12 7 . 9 36 . 0 3 0 . 3 60 . 1 2 6 . 2 5 2 8 . 7 1 2 . 7 Le v e l o f S e r v i c e F D C E C F B Ap p r o a c h D e l a y ( s ) 12 7 . 9 32 . 8 27 . 8 10 0 . 8 Ap p r o a c h L O S F C C F In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 68 . 8 H C M L e v e l o f S e r v i c e E HC M V o l u m e t o C a p a c i t y r a t i o 0. 9 8 Ac t u a t e d C y c l e L e n g t h ( s ) 10 1 . 6 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 95 . 1 % I C U L e v e l o f S e r v i c e F An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 5: T a l m a g e R o a d & W a u g h L a n e 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 88 7 7 0 0 0 7 9 1 8 7 0 0 0 7 7 0 8 2 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ho u r l y f l o w r a t e ( v p h ) 9 3 8 1 1 0 0 8 3 3 9 2 0 0 0 8 1 0 8 6 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e TW L T L Me d i a n s t o r a g e v e h ) 2 Up s t r e a m s i g n a l ( f t ) 50 5 pX , p l a t o o n u n b l o c k e d 0 . 8 9 0. 8 9 0 . 8 9 0. 8 9 0 . 8 9 0 . 8 9 vC , c o n f l i c t i n g v o l u m e 9 2 4 81 1 19 1 5 1 9 2 0 4 0 5 1 4 2 3 1 8 2 8 8 3 3 vC 1 , s t a g e 1 c o n f v o l 99 6 9 9 6 83 3 8 3 3 vC 2 , s t a g e 2 c o n f v o l 91 9 9 2 4 59 1 9 9 6 vC u , u n b l o c k e d v o l 85 5 81 1 19 6 5 1 9 7 1 4 0 5 1 4 1 4 1 8 6 8 7 5 2 tC , s i n g l e ( s ) 4. 1 4. 1 7. 5 6 . 5 6 . 9 7 . 5 6 . 5 6 . 9 tC , 2 s t a g e ( s ) 6. 5 5 . 5 6. 5 5 . 5 tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 87 10 0 10 0 1 0 0 1 0 0 6 9 1 0 0 7 3 cM c a p a c i t y ( v e h / h ) 7 0 8 81 1 10 2 1 8 3 5 9 5 2 6 2 2 2 3 3 1 9 Di r e c t i o n , L a n e # EB 1 E B 2 E B 3 W B 1 W B 2 S B 1 Vo l u m e T o t a l 93 4 0 5 4 0 5 8 3 3 9 2 1 6 7 Vo l u m e L e f t 93 00 0 0 8 1 Vo l u m e R i g h t 00 0 0 9 2 8 6 cS H 7 0 8 1 7 0 0 1 7 0 0 1 7 0 0 1 7 0 0 2 8 9 Vo l u m e t o C a p a c i t y 0 . 1 3 0 . 2 4 0 . 2 4 0 . 4 9 0 . 0 5 0 . 5 8 Qu e u e L e n g t h 9 5 t h ( f t ) 1 1 00 0 0 8 5 Co n t r o l D e l a y ( s ) 10 . 8 0 . 0 0 . 0 0 . 0 0 . 0 3 3 . 4 La n e L O S B D Ap p r o a c h D e l a y ( s ) 1. 1 0. 0 33 . 4 Ap p r o a c h L O S D In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 3. 3 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 70 . 6 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 14 3 8 1 3 8 6 6 1 4 4 4 7 1 4 3 7 2 0 8 1 4 1 3 4 7 2 4 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 2 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 0 1 4 1 6 3 0 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 0 1 4 1 6 3 0 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 15 4 0 1 4 0 6 6 4 6 4 7 1 1 5 3 9 2 0 8 5 7 1 4 4 9 2 5 RT O R R e d u c t i o n ( v p h ) 0 1 6 8 00 2 0 0 0 2 4 5 0 2 0 0 La n e G r o u p F l o w ( v p h ) 1 5 6 3 9 0 6 4 6 4 8 4 0 3 9 2 0 6 1 2 1 4 5 4 0 Tu r n T y p e Pr o t Pr o t cu s t o m c u s t o m S p l i t Pr o t e c t e d P h a s e s 5 2 1 6 8 1 8 7 7 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 0 . 8 2 7 . 4 24 . 1 5 0 . 7 17 . 9 46 . 0 6 . 4 6 . 4 Ef f e c t i v e G r e e n , g ( s ) 0 . 8 2 7 . 4 24 . 1 5 0 . 7 17 . 9 46 . 0 6 . 4 6 . 4 Ac t u a t e d g / C R a t i o 0 . 0 1 0 . 3 0 0. 2 6 0 . 5 5 0. 1 9 0. 5 0 0 . 0 7 0 . 0 7 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 La n e G r p C a p ( v p h ) 14 9 0 0 42 8 1 7 9 2 61 7 73 1 1 1 4 1 1 4 v/ s R a t i o P r o t 0. 0 1 c 0 . 2 1 c 0 . 4 0 0 . 1 5 0. 1 2 c 0 . 4 2 0 . 0 1 c 0 . 0 3 v/ s R a t i o P e r m v/ c R a t i o 1. 0 7 0 . 7 1 1. 5 1 0 . 2 7 0. 6 4 0. 8 4 0 . 1 2 0 . 4 7 Un i f o r m D e l a y , d 1 45 . 5 2 8 . 7 33 . 8 1 0 . 8 34 . 0 19 . 7 4 0 . 1 4 1 . 1 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 2 6 5 . 6 4 . 7 2 4 1 . 1 0 . 4 1. 6 7. 9 0 . 2 1 . 1 De l a y ( s ) 31 1 . 1 3 3 . 4 2 7 4 . 9 1 1 . 2 35 . 5 27 . 6 4 0 . 2 4 2 . 2 Le v e l o f S e r v i c e F C F B D C D D Ap p r o a c h D e l a y ( s ) 38 . 4 16 1 . 7 30 . 1 41 . 9 Ap p r o a c h L O S D F C D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 77 . 7 H C M L e v e l o f S e r v i c e E HC M V o l u m e t o C a p a c i t y r a t i o 0. 9 5 Ac t u a t e d C y c l e L e n g t h ( s ) 91 . 8 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 93 . 0 % I C U L e v e l o f S e r v i c e F An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 7: T a l m a g e R o a d & U . S . 1 0 1 S B R a m p s 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 0 1 0 7 1 0 0 4 4 6 0 0 0 1 9 6 0 0 6 8 6 Si g n C o n t r o l F r e e F r e e Y i e l d S t o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ho u r l y f l o w r a t e ( v p h ) 0 1 1 2 7 0 0 4 6 9 0 0 0 2 0 6 0 0 7 2 2 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) 57 1 pX , p l a t o o n u n b l o c k e d 0. 8 0 0. 8 0 0 . 8 0 0 . 8 0 0 . 8 0 0 . 8 0 vC , c o n f l i c t i n g v o l u m e 4 6 9 11 2 7 23 1 9 1 5 9 7 1 1 2 7 1 8 0 3 1 5 9 7 4 6 9 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 4 6 9 1 0 3 3 2 5 2 7 1 6 2 1 1 0 3 3 1 8 8 0 1 6 2 1 4 6 9 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 10 0 10 0 0 1 0 0 8 1 0 0 1 0 0 0 cM c a p a c i t y ( v e h / h ) 1 0 9 2 53 6 0 8 2 2 2 5 4 8 2 5 9 4 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 11 2 7 4 6 9 2 0 6 7 2 2 Vo l u m e L e f t 00 0 0 Vo l u m e R i g h t 0 0 2 0 6 7 2 2 cS H 17 0 0 1 7 0 0 2 2 5 5 9 4 Vo l u m e t o C a p a c i t y 0 . 6 6 0 . 2 8 0 . 9 2 1 . 2 2 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 1 9 2 6 5 8 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 8 5 . 5 1 3 5 . 0 La n e L O S F F Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 8 5 . 5 1 3 5 . 0 Ap p r o a c h L O S F F In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 45 . 6 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 81 . 0 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 15 HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 8: T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 50 0 0 0 3 0 0 1 4 3 4 5 Si g n C o n t r o l Fr e e Fr e e S t o p Gr a d e 0% 0% 0 % Pe a k H o u r F a c t o r 0. 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ho u r l y f l o w r a t e ( v p h ) 5 2 6 0 0 3 1 6 1 5 1 4 7 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) 1 Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 52 6 84 2 5 2 6 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 5 2 6 8 4 2 5 2 6 tC , s i n g l e ( s ) 4. 1 6. 4 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 3. 5 3 . 3 p0 q u e u e f r e e % 10 0 55 9 1 cM c a p a c i t y ( v e h / h ) 10 4 1 33 4 5 5 2 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 Vo l u m e T o t a l 52 6 3 1 6 1 9 8 Vo l u m e L e f t 0 0 1 5 1 Vo l u m e R i g h t 0 0 4 7 cS H 17 0 0 1 7 0 0 4 0 4 Vo l u m e t o C a p a c i t y 0 . 3 1 0 . 1 9 0 . 4 9 Qu e u e L e n g t h 9 5 t h ( f t ) 0 0 6 5 Co n t r o l D e l a y ( s ) 0. 0 0 . 0 2 2 . 1 La n e L O S C Ap p r o a c h D e l a y ( s ) 0. 0 0 . 0 2 2 . 1 Ap p r o a c h L O S C In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 4. 2 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 83 . 9 % I C U L e v e l o f S e r v i c e E An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: A i r p o r t P a r k B o u l e v a r d & T a l m a g e R o a d / T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Ba s e l i n e A M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 8 2 4 8 1 0 1 2 6 2 4 7 5 1 5 1 1 5 0 2 1 2 9 3 0 1 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 0. 9 7 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 6 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 1 1 8 3 1 6 2 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 5 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 1 1 8 3 1 6 2 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 5 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 9 2 7 0 1 1 0 2 8 5 5 1 6 1 6 1 2 5 0 2 3 0 1 0 3 3 1 8 RT O R R e d u c t i o n ( v p h ) 0 2 8 00 1 0 0 0 2 1 0 0 1 7 0 La n e G r o u p F l o w ( v p h ) 9 3 5 2 0 2 8 5 5 3 1 0 1 2 5 0 2 0 1 0 3 4 0 Tu r n T y p e Pr o t N A Pr o t N A c u s t o m c u s t o m S p l i t N A Pr o t e c t e d P h a s e s 5 2 1 6 8 7 7 Pe r m i t t e d P h a s e s 8 8 Ac t u a t e d G r e e n , G ( s ) 1 . 3 5 6 . 0 13 . 3 6 8 . 0 8. 9 8. 9 5 . 8 5 . 8 Ef f e c t i v e G r e e n , g ( s ) 1 . 3 5 6 . 0 13 . 3 6 8 . 0 8. 9 8. 9 5 . 8 5 . 8 Ac t u a t e d g / C R a t i o 0 . 0 1 0 . 5 6 0. 1 3 0 . 6 8 0. 0 9 0. 0 9 0 . 0 6 0 . 0 6 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 2 . 0 La n e G r p C a p ( v p h ) 21 1 7 4 6 42 1 2 2 0 7 28 1 13 0 9 5 9 4 v/ s R a t i o P r o t 0. 0 1 0 . 1 1 c 0 . 0 9 c 0 . 1 6 c 0 . 0 4 0. 0 1 c 0 . 0 2 v/ s R a t i o P e r m 0. 0 1 v/ c R a t i o 0. 4 3 0 . 2 0 0. 6 8 0 . 2 4 0. 4 4 0. 1 6 0 . 1 1 0 . 3 6 Un i f o r m D e l a y , d 1 49 . 0 1 0 . 9 41 . 3 6 . 1 43 . 2 42 . 1 4 4 . 6 4 5 . 3 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 0. 8 1 0 . 7 8 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 5 . 0 0 . 3 3. 2 0 . 2 0. 4 0. 2 0 . 2 0 . 9 De l a y ( s ) 54 . 0 1 1 . 2 36 . 4 5 . 0 43 . 6 42 . 3 4 4 . 8 4 6 . 2 Le v e l o f S e r v i c e D B D A D D D D Ap p r o a c h D e l a y ( s ) 12 . 2 16 . 0 42 . 8 46 . 0 Ap p r o a c h L O S B B D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 22 . 1 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 3 3 Ac t u a t e d C y c l e L e n g t h ( s ) 10 0 . 0 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 39 . 3 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 77 : U S 1 0 1 S B R a m p s ( r e a l i g n e d ) & T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Ba s e l i n e A M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 42 9 6 5 4 1 3 2 9 4 2 6 1 4 1 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4 . 0 4 . 0 La n e U t i l . F a c t o r * 0 . 6 5 1 . 0 0 1 . 0 0 0 . 9 7 1 . 0 0 Fr t 0. 9 8 1. 0 0 1 . 0 0 1 . 0 0 0 . 8 5 Fl t P r o t e c t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 21 8 6 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Fl t P e r m i t t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 21 8 6 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 46 6 7 1 4 5 3 5 8 4 6 3 1 5 3 RT O R R e d u c t i o n ( v p h ) 60 0 0 0 1 1 0 La n e G r o u p F l o w ( v p h ) 5 3 1 0 4 5 3 5 8 4 6 3 4 3 Tu r n T y p e NA Pr o t N A N A p m + o v Pr o t e c t e d P h a s e s 2 16 8 1 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 5 9 . 6 8. 2 7 1 . 8 2 0 . 2 2 8 . 4 Ef f e c t i v e G r e e n , g ( s ) 5 9 . 6 8. 2 7 1 . 8 2 0 . 2 2 8 . 4 Ac t u a t e d g / C R a t i o 0 . 6 0 0. 0 8 0 . 7 2 0 . 2 0 0 . 2 8 Cl e a r a n c e T i m e ( s ) 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3. 0 3 . 0 3 . 0 3 . 0 La n e G r p C a p ( v p h ) 1 3 0 3 13 4 1 2 3 2 6 3 9 4 7 2 v/ s R a t i o P r o t c0 . 2 4 0. 0 3 c 0 . 2 1 c 0 . 1 5 0 . 0 1 v/ s R a t i o P e r m 0. 0 2 v/ c R a t i o 0. 4 1 0. 3 4 0 . 2 9 0 . 7 2 0 . 0 9 Un i f o r m D e l a y , d 1 10 . 8 43 . 3 5 . 0 3 7 . 3 2 6 . 3 Pr o g r e s s i o n F a c t o r 0 . 8 6 1. 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 0 . 9 1 . 5 0 . 6 4 . 1 0 . 1 De l a y ( s ) 10 . 2 44 . 8 5 . 6 4 1 . 4 2 6 . 4 Le v e l o f S e r v i c e B D A D C Ap p r o a c h D e l a y ( s ) 1 0 . 2 10 . 0 3 7 . 7 Ap p r o a c h L O S B A D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 21 . 0 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 4 7 Ac t u a t e d C y c l e L e n g t h ( s ) 10 0 . 0 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 41 . 7 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: A i r p o r t P a r k B o u l e v a r d & T a l m a g e R o a d / T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Ba s e l i n e P M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 14 4 1 0 2 5 9 3 9 8 4 8 6 1 4 2 2 3 0 4 9 1 1 3 4 7 2 4 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 0. 9 7 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 4 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 0 7 0 3 1 6 2 3 2 4 6 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 0 7 0 3 1 6 2 3 2 4 6 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 15 4 4 6 2 8 2 4 3 3 5 2 8 1 5 2 4 2 0 5 3 4 1 4 5 1 2 6 RT O R R e d u c t i o n ( v p h ) 0 7 7 00 2 0 0 0 4 6 0 0 2 0 0 La n e G r o u p F l o w ( v p h ) 1 5 6 5 1 0 4 3 3 5 4 1 0 2 4 2 0 7 4 1 4 5 7 0 Tu r n T y p e Pr o t N A Pr o t N A c u s t o m c u s t o m S p l i t N A Pr o t e c t e d P h a s e s 5 2 1 6 8 7 7 Pe r m i t t e d P h a s e s 8 8 Ac t u a t e d G r e e n , G ( s ) 2 . 0 4 5 . 9 17 . 2 6 1 . 1 13 . 8 13 . 8 7 . 1 7 . 1 Ef f e c t i v e G r e e n , g ( s ) 2 . 0 4 5 . 9 17 . 2 6 1 . 1 13 . 8 13 . 8 7 . 1 7 . 1 Ac t u a t e d g / C R a t i o 0 . 0 2 0 . 4 6 0. 1 7 0 . 6 1 0. 1 4 0. 1 4 0 . 0 7 0 . 0 7 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 2 . 0 La n e G r p C a p ( v p h ) 33 1 4 0 9 54 4 1 9 8 3 43 6 20 1 1 1 6 1 1 6 v/ s R a t i o P r o t 0. 0 1 c 0 . 2 1 c 0 . 1 4 0 . 1 7 c 0 . 0 8 0. 0 1 c 0 . 0 3 v/ s R a t i o P e r m 0. 0 5 v/ c R a t i o 0. 4 5 0 . 4 6 0. 8 0 0 . 2 7 0. 5 6 0. 3 7 0 . 1 2 0 . 4 9 Un i f o r m D e l a y , d 1 48 . 5 1 8 . 6 39 . 7 9 . 1 40 . 2 39 . 1 4 3 . 5 4 4 . 7 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 0. 7 2 1 . 2 8 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 3 . 6 1 . 1 6. 1 0 . 3 0. 9 0. 4 0 . 2 1 . 2 De l a y ( s ) 52 . 0 1 9 . 7 34 . 6 1 1 . 9 41 . 1 39 . 5 4 3 . 7 4 5 . 9 Le v e l o f S e r v i c e D B C B D D D D Ap p r o a c h D e l a y ( s ) 20 . 3 22 . 0 40 . 0 45 . 5 Ap p r o a c h L O S CC D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 27 . 7 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 5 5 Ac t u a t e d C y c l e L e n g t h ( s ) 10 0 . 0 S u m o f l o s t t i m e ( s ) 16 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 67 . 7 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 77 : U S 1 0 1 S B R a m p s ( r e a l i g n e d ) & T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Ba s e l i n e P M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 87 2 9 3 2 7 3 8 2 5 5 5 1 8 6 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4 . 0 4 . 0 La n e U t i l . F a c t o r * 0 . 6 5 1 . 0 0 1 . 0 0 0 . 9 7 1 . 0 0 Fr t 0. 9 9 1. 0 0 1 . 0 0 1 . 0 0 0 . 8 5 Fl t P r o t e c t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 21 9 8 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Fl t P e r m i t t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 21 9 8 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 94 8 1 0 1 2 9 4 1 5 6 0 3 2 0 2 RT O R R e d u c t i o n ( v p h ) 50 0 0 0 9 0 La n e G r o u p F l o w ( v p h ) 1 0 4 4 0 2 9 4 1 5 6 0 3 1 1 2 Tu r n T y p e NA Pr o t N A N A p m + o v Pr o t e c t e d P h a s e s 2 16 8 1 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 5 9 . 5 5. 4 6 8 . 9 2 3 . 1 2 8 . 5 Ef f e c t i v e G r e e n , g ( s ) 5 9 . 5 5. 4 6 8 . 9 2 3 . 1 2 8 . 5 Ac t u a t e d g / C R a t i o 0 . 6 0 0. 0 5 0 . 6 9 0 . 2 3 0 . 2 8 Cl e a r a n c e T i m e ( s ) 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3. 0 3 . 0 3 . 0 3 . 0 La n e G r p C a p ( v p h ) 1 3 0 8 88 1 1 8 2 7 3 0 4 7 4 v/ s R a t i o P r o t c0 . 4 8 0. 0 2 c 0 . 2 4 c 0 . 1 9 0 . 0 1 v/ s R a t i o P e r m 0. 0 6 v/ c R a t i o 0. 8 0 0. 3 3 0 . 3 5 0 . 8 3 0 . 2 4 Un i f o r m D e l a y , d 1 15 . 6 45 . 6 6 . 4 3 6 . 5 2 7 . 4 Pr o g r e s s i o n F a c t o r 0 . 6 6 1. 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 4 . 2 2 . 2 0 . 8 7 . 6 0 . 3 De l a y ( s ) 14 . 6 47 . 8 7 . 2 4 4 . 1 2 7 . 7 Le v e l o f S e r v i c e B D A D C Ap p r o a c h D e l a y ( s ) 1 4 . 6 9. 8 4 0 . 0 Ap p r o a c h L O S B A D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 22 . 6 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 7 8 Ac t u a t e d C y c l e L e n g t h ( s ) 10 0 . 0 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 53 . 2 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 4: S t a t e S t r e e t & W a s h i n g t o n A v e n u e / H a s t i n g s A v e n u e 6/ 2 2 / 2 0 1 2 Fu t u r e A M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 18 1 2 0 5 5 0 4 7 5 3 6 6 3 4 6 1 5 1 2 6 1 0 3 5 3 2 1 6 0 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 Fr t 0. 9 8 1. 0 0 0 . 9 2 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 Fl t P r o t e c t e d 0. 9 8 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 5 5 1 6 3 0 1 5 7 4 1 6 3 0 1 6 7 2 1 6 3 0 3 1 4 7 Fl t P e r m i t t e d 0. 7 9 0. 4 6 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 13 4 2 78 2 1 5 7 4 1 6 3 0 1 6 7 2 1 6 3 0 3 1 4 7 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 19 1 2 1 6 5 3 4 9 5 6 6 9 3 6 6 4 7 1 3 3 1 0 8 5 6 0 1 6 8 RT O R R e d u c t i o n ( v p h ) 05 0 0 4 6 0 0 8 0 0 2 9 0 La n e G r o u p F l o w ( v p h ) 0 4 5 5 0 4 9 7 9 0 3 6 7 7 2 0 1 0 8 6 9 9 0 Tu r n T y p e Pe r m N A P e r m N A Pr o t N A Pr o t N A Pr o t e c t e d P h a s e s 4 8 5 2 1 6 Pe r m i t t e d P h a s e s 4 8 Ac t u a t e d G r e e n , G ( s ) 31 . 0 31 . 0 3 1 . 0 3. 6 4 3 . 6 5. 0 4 5 . 0 Ef f e c t i v e G r e e n , g ( s ) 31 . 0 31 . 0 3 1 . 0 3. 6 4 3 . 6 5. 0 4 5 . 0 Ac t u a t e d g / C R a t i o 0. 3 4 0. 3 4 0 . 3 4 0. 0 4 0 . 4 8 0. 0 5 0 . 4 9 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 45 4 26 5 5 3 3 64 7 9 6 89 1 5 4 6 v/ s R a t i o P r o t 0. 0 5 0. 0 2 c 0 . 4 6 c 0 . 0 7 0 . 2 2 v/ s R a t i o P e r m c0 . 3 4 0. 0 6 v/ c R a t i o 1. 0 0 0. 1 8 0 . 1 5 0. 5 6 0 . 9 7 1. 2 1 0 . 4 5 Un i f o r m D e l a y , d 1 30 . 3 21 . 4 2 1 . 1 43 . 2 2 3 . 4 43 . 3 1 5 . 2 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 42 . 6 0. 3 0 . 1 10 . 8 2 5 . 4 1 6 3 . 6 1 . 0 De l a y ( s ) 72 . 9 21 . 7 2 1 . 2 54 . 1 4 8 . 8 2 0 6 . 9 1 6 . 2 Le v e l o f S e r v i c e E C C D D F B Ap p r o a c h D e l a y ( s ) 72 . 9 21 . 4 49 . 0 40 . 8 Ap p r o a c h L O S E C D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 48 . 7 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 1. 0 0 Ac t u a t e d C y c l e L e n g t h ( s ) 91 . 6 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 92 . 2 % I C U L e v e l o f S e r v i c e F An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: A i r p o r t P a r k B o u l e v a r d & T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Fu t u r e A M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 8 2 5 9 1 1 2 3 5 5 4 9 4 1 5 1 0 6 0 2 0 6 9 3 0 1 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 0. 9 7 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 5 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 1 1 2 3 1 6 2 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 3 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 1 1 2 3 1 6 2 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 3 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 8 2 7 3 1 1 8 3 7 4 5 2 0 1 6 1 1 2 0 2 1 7 9 3 2 1 8 RT O R R e d u c t i o n ( v p h ) 0 3 5 00 2 0 0 0 1 9 3 0 1 6 0 La n e G r o u p F l o w ( v p h ) 8 3 5 6 0 3 7 4 5 3 5 0 1 1 2 0 2 4 9 3 4 0 Tu r n T y p e Pr o t N A Pr o t N A c u s t o m c u s t o m S p l i t N A Pr o t e c t e d P h a s e s 5 2 1 6 8 7 7 Pe r m i t t e d P h a s e s 8 8 Ac t u a t e d G r e e n , G ( s ) 0 . 8 4 7 . 2 16 . 1 6 2 . 5 11 . 2 11 . 2 9 . 5 9 . 5 Ef f e c t i v e G r e e n , g ( s ) 0 . 8 4 7 . 2 16 . 1 6 2 . 5 11 . 2 11 . 2 9 . 5 9 . 5 Ac t u a t e d g / C R a t i o 0 . 0 1 0 . 4 7 0. 1 6 0 . 6 2 0. 1 1 0. 1 1 0 . 1 0 0 . 1 0 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 2 . 0 La n e G r p C a p ( v p h ) 13 1 4 6 9 50 9 2 0 2 8 35 4 16 3 1 5 5 1 5 4 v/ s R a t i o P r o t 0. 0 0 0 . 1 1 c 0 . 1 2 c 0 . 1 6 c 0 . 0 4 0. 0 1 c 0 . 0 2 v/ s R a t i o P e r m 0. 0 2 v/ c R a t i o 0. 6 2 0 . 2 4 0. 7 3 0 . 2 6 0. 3 2 0. 1 5 0 . 0 6 0 . 2 2 Un i f o r m D e l a y , d 1 49 . 4 1 5 . 7 39 . 9 8 . 4 40 . 9 40 . 1 4 1 . 2 4 1 . 8 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 0. 9 9 0 . 8 8 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 4 8 . 2 0 . 4 4. 1 0 . 3 0. 2 0. 2 0 . 1 0 . 3 De l a y ( s ) 97 . 6 1 6 . 1 43 . 7 7 . 7 41 . 1 40 . 3 4 1 . 2 4 2 . 1 Le v e l o f S e r v i c e F B D A D D D D Ap p r o a c h D e l a y ( s ) 17 . 8 22 . 5 40 . 5 42 . 0 Ap p r o a c h L O S B C D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 25 . 5 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 3 5 Ac t u a t e d C y c l e L e n g t h ( s ) 10 0 . 0 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 42 . 6 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 77 : U S 1 0 1 S B R a m p s ( r e a l i g n e d ) & T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Fu t u r e A M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 46 9 6 2 4 5 4 5 9 4 9 6 1 3 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4 . 0 4 . 0 La n e U t i l . F a c t o r * 0 . 6 5 1 . 0 0 1 . 0 0 0 . 9 7 1 . 0 0 Fr t 0. 9 8 1. 0 0 1 . 0 0 1 . 0 0 0 . 8 5 Fl t P r o t e c t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 21 9 1 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Fl t P e r m i t t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 21 9 1 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 49 4 6 5 4 7 4 8 3 5 2 2 1 4 4 RT O R R e d u c t i o n ( v p h ) 1 2 00 0 0 9 4 La n e G r o u p F l o w ( v p h ) 5 4 7 0 4 7 4 8 3 5 2 2 5 0 Tu r n T y p e NA Pr o t N A N A p m + o v Pr o t e c t e d P h a s e s 2 16 8 1 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 2 0 . 6 4. 0 2 8 . 6 1 3 . 4 1 7 . 4 Ef f e c t i v e G r e e n , g ( s ) 2 0 . 6 4. 0 2 8 . 6 1 3 . 4 1 7 . 4 Ac t u a t e d g / C R a t i o 0 . 4 1 0. 0 8 0 . 5 7 0 . 2 7 0 . 3 5 Cl e a r a n c e T i m e ( s ) 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3. 0 3 . 0 3 . 0 3 . 0 La n e G r p C a p ( v p h ) 9 0 3 13 0 9 8 2 8 4 7 6 2 4 v/ s R a t i o P r o t c0 . 2 5 0. 0 3 c 0 . 2 8 c 0 . 1 7 0 . 0 1 v/ s R a t i o P e r m 0. 0 3 v/ c R a t i o 0. 6 1 0. 3 6 0 . 4 9 0 . 6 2 0 . 0 8 Un i f o r m D e l a y , d 1 11 . 5 21 . 8 6 . 4 1 6 . 0 1 0 . 9 Pr o g r e s s i o n F a c t o r 1 . 4 3 1. 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 2 . 9 1 . 7 1 . 8 1 . 3 0 . 1 De l a y ( s ) 19 . 3 23 . 5 8 . 1 1 7 . 4 1 1 . 0 Le v e l o f S e r v i c e B C A B B Ap p r o a c h D e l a y ( s ) 1 9 . 3 9. 5 1 6 . 0 Ap p r o a c h L O S B A B In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 15 . 1 H C M L e v e l o f S e r v i c e B HC M V o l u m e t o C a p a c i t y r a t i o 0. 6 2 Ac t u a t e d C y c l e L e n g t h ( s ) 50 . 0 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 48 . 3 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 4: S t a t e S t r e e t & W a s h i n g t o n A v e n u e / H a s t i n g s A v e n u e 6/ 2 2 / 2 0 1 2 Fu t u r e P M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 15 9 7 9 3 1 1 3 0 5 8 1 4 3 7 6 1 2 1 2 3 4 3 5 8 9 1 4 0 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 Fr t 0. 9 8 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 Fl t P r o t e c t e d 0. 9 7 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 4 0 1 6 3 0 1 6 6 5 1 6 3 0 1 6 7 3 1 6 3 0 3 1 6 6 Fl t P e r m i t t e d 0. 7 8 0. 5 9 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 13 0 9 1 0 1 1 1 6 6 5 1 6 3 0 1 6 7 3 1 6 3 0 3 1 6 6 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 16 7 8 3 3 3 1 3 7 6 1 1 5 3 9 6 4 4 1 2 9 4 5 6 2 0 1 4 7 RT O R R e d u c t i o n ( v p h ) 05 0 0 9 0 0 7 0 0 1 8 0 La n e G r o u p F l o w ( v p h ) 0 2 7 8 0 1 3 7 6 7 0 3 9 7 6 6 0 4 5 7 4 9 0 Tu r n T y p e Pe r m N A P e r m N A Pr o t N A Pr o t N A Pr o t e c t e d P h a s e s 4 8 5 2 1 6 Pe r m i t t e d P h a s e s 4 8 Ac t u a t e d G r e e n , G ( s ) 23 . 5 23 . 5 2 3 . 5 4. 0 5 7 . 5 3. 9 5 7 . 4 Ef f e c t i v e G r e e n , g ( s ) 23 . 5 23 . 5 2 3 . 5 4. 0 5 7 . 5 3. 9 5 7 . 4 Ac t u a t e d g / C R a t i o 0. 2 4 0. 2 4 0 . 2 4 0. 0 4 0 . 5 9 0. 0 4 0 . 5 9 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 31 7 24 5 4 0 4 67 9 9 3 66 1 8 7 5 v/ s R a t i o P r o t 0. 0 4 0. 0 2 c 0 . 4 6 c 0 . 0 3 0 . 2 4 v/ s R a t i o P e r m c0 . 2 1 0. 1 4 v/ c R a t i o 0. 8 8 0. 5 6 0 . 1 7 0. 5 8 0 . 7 7 0. 6 8 0 . 4 0 Un i f o r m D e l a y , d 1 35 . 3 32 . 2 2 9 . 0 45 . 6 1 4 . 8 45 . 9 1 0 . 5 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 22 . 6 2. 8 0 . 2 12 . 2 5 . 8 25 . 2 0 . 6 De l a y ( s ) 57 . 9 34 . 9 2 9 . 2 57 . 9 2 0 . 6 71 . 1 1 1 . 2 Le v e l o f S e r v i c e E C C E C E B Ap p r o a c h D e l a y ( s ) 57 . 9 32 . 9 22 . 4 14 . 5 Ap p r o a c h L O S E C C B In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 25 . 2 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 7 6 Ac t u a t e d C y c l e L e n g t h ( s ) 96 . 9 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 72 . 5 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: A i r p o r t P a r k B o u l e v a r d & T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Fu t u r e P M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 14 4 1 7 3 0 9 3 9 7 4 9 1 1 4 2 8 3 0 5 9 7 1 3 4 7 2 4 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 0. 9 7 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 4 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 0 5 2 3 1 6 2 3 2 4 6 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 0 5 2 3 1 6 2 3 2 4 6 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 15 4 3 9 3 2 5 4 1 8 5 1 7 1 5 2 9 8 0 6 2 8 1 4 4 9 2 5 RT O R R e d u c t i o n ( v p h ) 0 1 0 9 00 2 0 0 0 5 3 6 0 2 1 0 La n e G r o u p F l o w ( v p h ) 1 5 6 5 5 0 4 1 8 5 3 0 0 2 9 8 0 9 2 1 4 5 3 0 Tu r n T y p e Pr o t N A Pr o t N A c u s t o m c u s t o m S p l i t N A Pr o t e c t e d P h a s e s 5 2 1 6 8 7 7 Pe r m i t t e d P h a s e s 8 8 Ac t u a t e d G r e e n , G ( s ) 1 . 6 4 0 . 9 16 . 8 5 6 . 1 14 . 4 14 . 4 9 . 9 9 . 9 Ef f e c t i v e G r e e n , g ( s ) 1 . 6 4 0 . 9 16 . 8 5 6 . 1 14 . 4 14 . 4 9 . 9 9 . 9 Ac t u a t e d g / C R a t i o 0 . 0 2 0 . 4 2 0. 1 7 0 . 5 7 0. 1 5 0. 1 5 0 . 1 0 0 . 1 0 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 2 . 0 La n e G r p C a p ( v p h ) 27 1 2 7 4 54 2 1 8 5 8 46 5 21 4 1 6 5 1 6 5 v/ s R a t i o P r o t 0. 0 1 c 0 . 2 1 c 0 . 1 3 0 . 1 6 c 0 . 0 9 0. 0 1 c 0 . 0 3 v/ s R a t i o P e r m 0. 0 6 v/ c R a t i o 0. 5 6 0 . 5 1 0. 7 7 0 . 2 9 0. 6 4 0. 4 3 0 . 0 8 0 . 3 2 Un i f o r m D e l a y , d 1 47 . 8 2 1 . 2 38 . 8 1 0 . 7 39 . 4 38 . 1 3 9 . 9 4 0 . 9 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 0. 7 3 1 . 2 8 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 1 3 . 3 1 . 5 4. 9 0 . 3 2. 3 0. 5 0 . 1 0 . 4 De l a y ( s ) 61 . 1 2 2 . 7 33 . 1 1 4 . 0 41 . 6 38 . 6 4 0 . 0 4 1 . 4 Le v e l o f S e r v i c e E C C B D D D D Ap p r o a c h D e l a y ( s ) 23 . 4 22 . 4 39 . 6 41 . 1 Ap p r o a c h L O S CC D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 29 . 1 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 5 7 Ac t u a t e d C y c l e L e n g t h ( s ) 98 . 0 S u m o f l o s t t i m e ( s ) 16 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 76 . 7 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 77 : U S 1 0 1 S B R a m p s ( r e a l i g n e d ) & T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Fu t u r e P M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t E B T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 96 6 1 3 8 2 3 4 1 5 5 6 9 1 9 6 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4 . 0 4 . 0 La n e U t i l . F a c t o r * 0 . 6 5 1 . 0 0 1 . 0 0 0 . 9 7 1 . 0 0 Fr t 0. 9 8 1. 0 0 1 . 0 0 1 . 0 0 0 . 8 5 Fl t P r o t e c t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 21 8 9 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Fl t P e r m i t t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 21 8 9 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 10 1 7 1 4 5 2 4 4 3 7 5 9 9 2 0 6 RT O R R e d u c t i o n ( v p h ) 70 0 0 0 8 1 La n e G r o u p F l o w ( v p h ) 1 1 5 5 0 2 4 4 3 7 5 9 9 1 2 5 Tu r n T y p e NA Pr o t N A N A p m + o v Pr o t e c t e d P h a s e s 2 16 8 1 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 5 8 . 9 5. 2 6 8 . 1 2 1 . 9 2 7 . 1 Ef f e c t i v e G r e e n , g ( s ) 5 8 . 9 5. 2 6 8 . 1 2 1 . 9 2 7 . 1 Ac t u a t e d g / C R a t i o 0 . 6 0 0. 0 5 0 . 6 9 0 . 2 2 0 . 2 8 Cl e a r a n c e T i m e ( s ) 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3. 0 3 . 0 3 . 0 3 . 0 La n e G r p C a p ( v p h ) 1 3 1 6 86 1 1 9 2 7 0 7 4 6 3 v/ s R a t i o P r o t c0 . 5 3 0. 0 1 c 0 . 2 5 c 0 . 1 9 0 . 0 1 v/ s R a t i o P e r m 0. 0 7 v/ c R a t i o 0. 8 8 0. 2 8 0 . 3 7 0 . 8 5 0 . 2 7 Un i f o r m D e l a y , d 1 16 . 5 44 . 6 6 . 1 3 6 . 4 2 7 . 7 Pr o g r e s s i o n F a c t o r 0 . 6 7 1. 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 6 . 7 1 . 8 0 . 9 9 . 3 0 . 3 De l a y ( s ) 17 . 8 46 . 4 7 . 0 4 5 . 7 2 8 . 0 Le v e l o f S e r v i c e B D A D C Ap p r o a c h D e l a y ( s ) 1 7 . 8 9. 0 4 1 . 2 Ap p r o a c h L O S B A D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 23 . 9 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 8 5 Ac t u a t e d C y c l e L e n g t h ( s ) 98 . 0 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 58 . 1 % I C U L e v e l o f S e r v i c e B An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: A i r p o r t P a r k B o u l e v a r d & T a l m a g e R o a d / T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t A M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 8 2 3 6 1 2 0 3 0 6 4 5 4 1 5 1 3 2 0 2 3 1 9 3 0 1 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 0. 9 7 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 5 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 0 9 6 3 1 6 2 3 2 4 4 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 5 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 7 2 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 0 9 6 3 1 6 2 3 2 4 4 2 4 0 9 1 4 5 8 1 6 3 0 1 6 2 5 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 9 2 5 7 1 3 0 3 3 3 4 9 3 1 6 1 4 3 0 2 5 1 1 0 3 3 1 8 RT O R R e d u c t i o n ( v p h ) 0 4 2 00 1 0 0 0 2 2 5 0 1 7 0 La n e G r o u p F l o w ( v p h ) 9 3 4 5 0 3 3 3 5 0 8 0 1 4 3 0 2 6 1 0 3 4 0 Tu r n T y p e Pr o t N A Pr o t N A c u s t o m c u s t o m S p l i t N A Pr o t e c t e d P h a s e s 5 2 1 6 7 7 Pe r m i t t e d P h a s e s 8 8 Ac t u a t e d G r e e n , G ( s ) 1 . 3 5 3 . 0 14 . 8 6 6 . 5 10 . 4 10 . 4 5 . 8 5 . 8 Ef f e c t i v e G r e e n , g ( s ) 1 . 3 5 3 . 0 14 . 8 6 6 . 5 10 . 4 10 . 4 5 . 8 5 . 8 Ac t u a t e d g / C R a t i o 0 . 0 1 0 . 5 3 0. 1 5 0 . 6 6 0. 1 0 0. 1 0 0 . 0 6 0 . 0 6 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 2 . 0 La n e G r p C a p ( v p h ) 21 1 6 4 1 46 8 2 1 5 7 25 1 15 2 9 5 9 4 v/ s R a t i o P r o t 0. 0 1 0 . 1 1 c 0 . 1 1 c 0 . 1 6 0. 0 1 c 0 . 0 2 v/ s R a t i o P e r m c 0 . 0 6 0 . 0 2 v/ c R a t i o 0. 4 3 0 . 2 1 0. 7 1 0 . 2 4 0. 5 7 0. 1 7 0 . 1 1 0 . 3 6 Un i f o r m D e l a y , d 1 49 . 0 1 2 . 4 40 . 6 6 . 7 42 . 7 40 . 9 4 4 . 6 4 5 . 3 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 0. 8 0 0 . 7 2 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 5 . 0 0 . 3 3. 9 0 . 2 1. 8 0. 2 0 . 2 0 . 9 De l a y ( s ) 54 . 0 1 2 . 7 36 . 5 5 . 0 44 . 4 41 . 1 4 4 . 8 4 6 . 2 Le v e l o f S e r v i c e D B D A D D D D Ap p r o a c h D e l a y ( s ) 13 . 7 17 . 5 42 . 3 46 . 0 Ap p r o a c h L O S B B D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 23 . 4 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 3 6 Ac t u a t e d C y c l e L e n g t h ( s ) 10 0 . 0 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 41 . 5 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 77 : U S 1 0 1 S B R a m p s ( r e a l i g n e d ) & T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t A M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 43 7 6 7 3 8 3 3 3 4 4 4 1 3 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4 . 0 4 . 0 La n e U t i l . F a c t o r * 0 . 6 5 1 . 0 0 1 . 0 0 0 . 9 7 1 . 0 0 Fr t 0. 9 8 1. 0 0 1 . 0 0 1 . 0 0 0 . 8 5 Fl t P r o t e c t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 21 8 6 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Fl t P e r m i t t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 21 8 6 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 47 5 7 3 4 1 3 6 2 4 8 3 1 4 9 RT O R R e d u c t i o n ( v p h ) 60 0 0 0 1 0 5 La n e G r o u p F l o w ( v p h ) 5 4 2 0 4 1 3 6 2 4 8 3 4 4 Tu r n T y p e NA Pr o t N A N A p m + o v Pr o t e c t e d P h a s e s 2 16 8 1 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 5 8 . 8 8. 0 7 0 . 8 2 1 . 2 2 9 . 2 Ef f e c t i v e G r e e n , g ( s ) 5 8 . 8 8. 0 7 0 . 8 2 1 . 2 2 9 . 2 Ac t u a t e d g / C R a t i o 0 . 5 9 0. 0 8 0 . 7 1 0 . 2 1 0 . 2 9 Cl e a r a n c e T i m e ( s ) 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3. 0 3 . 0 3 . 0 3 . 0 La n e G r p C a p ( v p h ) 1 2 8 5 13 0 1 2 1 5 6 7 0 4 8 4 v/ s R a t i o P r o t c0 . 2 5 0. 0 3 c 0 . 2 1 c 0 . 1 5 0 . 0 1 v/ s R a t i o P e r m 0. 0 2 v/ c R a t i o 0. 4 2 0. 3 2 0 . 3 0 0 . 7 2 0 . 0 9 Un i f o r m D e l a y , d 1 11 . 3 43 . 4 5 . 4 3 6 . 6 2 5 . 7 Pr o g r e s s i o n F a c t o r 0 . 9 1 1. 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 1 . 0 1 . 4 0 . 6 3 . 8 0 . 1 De l a y ( s ) 11 . 2 44 . 8 6 . 0 4 0 . 5 2 5 . 8 Le v e l o f S e r v i c e B D A D C Ap p r o a c h D e l a y ( s ) 1 1 . 2 10 . 0 3 7 . 0 Ap p r o a c h L O S B A D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 21 . 2 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 4 9 Ac t u a t e d C y c l e L e n g t h ( s ) 10 0 . 0 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 42 . 5 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: A i r p o r t P a r k B o u l e v a r d & T a l m a g e R o a d / T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t P M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 14 3 6 6 3 2 9 5 7 4 4 3 4 1 4 3 1 2 0 6 8 1 1 3 4 7 2 4 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 0. 9 7 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 3 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 0 2 8 3 1 6 2 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 0 2 8 3 1 6 2 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 15 3 9 8 3 5 8 6 2 4 4 7 2 1 5 3 3 9 0 7 4 0 1 4 5 1 2 6 RT O R R e d u c t i o n ( v p h ) 0 1 4 0 00 2 0 0 0 5 4 7 0 2 0 0 La n e G r o u p F l o w ( v p h ) 1 5 6 1 6 0 6 2 4 4 8 5 0 3 3 9 0 1 9 3 1 4 5 7 0 Tu r n T y p e Pr o t N A Pr o t N A c u s t o m c u s t o m S p l i t N A Pr o t e c t e d P h a s e s 5 2 1 6 8 7 7 Pe r m i t t e d P h a s e s 8 8 Ac t u a t e d G r e e n , G ( s ) 1 . 6 3 5 . 7 22 . 2 5 6 . 3 19 . 0 19 . 0 7 . 1 7 . 1 Ef f e c t i v e G r e e n , g ( s ) 1 . 6 3 5 . 7 22 . 2 5 6 . 3 19 . 0 19 . 0 7 . 1 7 . 1 Ac t u a t e d g / C R a t i o 0 . 0 2 0 . 3 6 0. 2 2 0 . 5 6 0. 1 9 0. 1 9 0 . 0 7 0 . 0 7 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 2 . 0 La n e G r p C a p ( v p h ) 26 1 0 8 1 70 2 1 8 2 7 60 1 27 7 1 1 6 1 1 6 v/ s R a t i o P r o t 0. 0 1 c 0 . 2 0 c 0 . 2 0 0 . 1 5 0. 1 1 0. 0 1 c 0 . 0 3 v/ s R a t i o P e r m c0 . 1 3 v/ c R a t i o 0. 5 8 0 . 5 7 0. 8 9 0 . 2 7 0. 5 6 0. 7 0 0 . 1 2 0 . 4 9 Un i f o r m D e l a y , d 1 48 . 9 2 6 . 0 37 . 7 1 1 . 2 36 . 7 37 . 8 4 3 . 5 4 4 . 7 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 0. 6 9 1 . 2 8 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 1 7 . 8 2 . 2 9. 6 0 . 3 0. 7 6. 1 0 . 2 1 . 2 De l a y ( s ) 66 . 6 2 8 . 1 35 . 8 1 4 . 6 37 . 5 43 . 9 4 3 . 7 4 5 . 9 Le v e l o f S e r v i c e E C D B D D D D Ap p r o a c h D e l a y ( s ) 28 . 9 26 . 5 41 . 9 45 . 5 Ap p r o a c h L O S CC D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 33 . 1 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 6 8 Ac t u a t e d C y c l e L e n g t h ( s ) 10 0 . 0 S u m o f l o s t t i m e ( s ) 16 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 81 . 6 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 77 : U S 1 0 1 S B R a m p s ( r e a l i g n e d ) & T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Ex i s t i n g p l u s P r o j e c t P M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 98 3 1 1 8 1 8 4 0 7 6 4 4 1 7 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4 . 0 4 . 0 La n e U t i l . F a c t o r * 0 . 6 5 1 . 0 0 1 . 0 0 0 . 9 7 1 . 0 0 Fr t 0. 9 8 1. 0 0 1 . 0 0 1 . 0 0 0 . 8 5 Fl t P r o t e c t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 21 9 5 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Fl t P e r m i t t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 21 9 5 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 10 6 8 1 2 8 2 0 4 4 2 7 0 0 1 9 2 RT O R R e d u c t i o n ( v p h ) 60 0 0 0 7 0 La n e G r o u p F l o w ( v p h ) 1 1 9 0 0 2 0 4 4 2 7 0 0 1 2 2 Tu r n T y p e NA Pr o t N A N A p m + o v Pr o t e c t e d P h a s e s 2 16 8 1 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 5 9 . 2 4. 3 6 7 . 5 2 4 . 5 2 8 . 8 Ef f e c t i v e G r e e n , g ( s ) 5 9 . 2 4. 3 6 7 . 5 2 4 . 5 2 8 . 8 Ac t u a t e d g / C R a t i o 0 . 5 9 0. 0 4 0 . 6 8 0 . 2 4 0 . 2 9 Cl e a r a n c e T i m e ( s ) 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3. 0 3 . 0 3 . 0 3 . 0 La n e G r p C a p ( v p h ) 1 2 9 9 70 1 1 5 8 7 7 5 4 7 8 v/ s R a t i o P r o t c0 . 5 4 0. 0 1 c 0 . 2 6 c 0 . 2 2 0 . 0 1 v/ s R a t i o P e r m 0. 0 7 v/ c R a t i o 0. 9 2 0. 2 9 0 . 3 8 0 . 9 0 0 . 2 5 Un i f o r m D e l a y , d 1 18 . 2 46 . 4 7 . 1 3 6 . 6 2 7 . 3 Pr o g r e s s i o n F a c t o r 0 . 7 3 1. 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 8 . 1 2 . 2 1 . 0 1 3 . 8 0 . 3 De l a y ( s ) 21 . 4 48 . 6 8 . 1 5 0 . 4 2 7 . 6 Le v e l o f S e r v i c e C D A D C Ap p r o a c h D e l a y ( s ) 2 1 . 4 9. 8 4 5 . 5 Ap p r o a c h L O S C A D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 27 . 7 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 8 9 Ac t u a t e d C y c l e L e n g t h ( s ) 10 0 . 0 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 60 . 2 % I C U L e v e l o f S e r v i c e B An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: A i r p o r t P a r k B o u l e v a r d & T a l m a g e R o a d / T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t A M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 8 2 3 9 1 2 1 3 2 5 4 5 7 1 5 1 3 3 0 2 4 3 9 3 0 1 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 0. 9 7 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 5 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 0 9 5 3 1 6 2 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 5 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 0 9 5 3 1 6 2 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 5 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 9 2 6 0 1 3 2 3 5 3 4 9 7 1 6 1 4 5 0 2 6 4 1 0 3 3 1 8 RT O R R e d u c t i o n ( v p h ) 0 4 4 00 1 0 0 0 2 3 9 0 1 7 0 La n e G r o u p F l o w ( v p h ) 9 3 4 8 0 3 5 3 5 1 2 0 1 4 5 0 2 5 1 0 3 4 0 Tu r n T y p e Pr o t N A Pr o t N A c u s t o m c u s t o m S p l i t N A Pr o t e c t e d P h a s e s 5 2 1 6 8 7 7 Pe r m i t t e d P h a s e s 8 8 Ac t u a t e d G r e e n , G ( s ) 1 . 3 5 3 . 2 15 . 4 6 7 . 3 9. 6 9. 6 5 . 8 5 . 8 Ef f e c t i v e G r e e n , g ( s ) 1 . 3 5 3 . 2 15 . 4 6 7 . 3 9. 6 9. 6 5 . 8 5 . 8 Ac t u a t e d g / C R a t i o 0 . 0 1 0 . 5 3 0. 1 5 0 . 6 7 0. 1 0 0. 1 0 0 . 0 6 0 . 0 6 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 2 . 0 La n e G r p C a p ( v p h ) 21 1 6 4 7 48 7 2 1 8 4 30 4 14 0 9 5 9 4 v/ s R a t i o P r o t 0. 0 1 0 . 1 1 c 0 . 1 1 c 0 . 1 6 c 0 . 0 5 0. 0 1 c 0 . 0 2 v/ s R a t i o P e r m 0. 0 2 v/ c R a t i o 0. 4 3 0 . 2 1 0. 7 2 0 . 2 3 0. 4 8 0. 1 8 0 . 1 1 0 . 3 6 Un i f o r m D e l a y , d 1 49 . 0 1 2 . 3 40 . 3 6 . 3 42 . 8 41 . 6 4 4 . 6 4 5 . 3 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 0. 8 2 0 . 7 7 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 5 . 0 0 . 3 4. 2 0 . 2 0. 4 0. 2 0 . 2 0 . 9 De l a y ( s ) 54 . 0 1 2 . 6 37 . 1 5 . 1 43 . 3 41 . 8 4 4 . 8 4 6 . 2 Le v e l o f S e r v i c e D B D A D D D D Ap p r o a c h D e l a y ( s ) 13 . 6 18 . 1 42 . 3 46 . 0 Ap p r o a c h L O S B B D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 23 . 8 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 3 5 Ac t u a t e d C y c l e L e n g t h ( s ) 10 0 . 0 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 42 . 2 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 77 : U S 1 0 1 S B R a m p s ( r e a l i g n e d ) & T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t A M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 45 1 6 9 4 1 3 4 2 4 5 7 1 4 1 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4 . 0 4 . 0 La n e U t i l . F a c t o r * 0 . 6 5 1 . 0 0 1 . 0 0 0 . 9 7 1 . 0 0 Fr t 0. 9 8 1. 0 0 1 . 0 0 1 . 0 0 0 . 8 5 Fl t P r o t e c t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 21 8 6 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Fl t P e r m i t t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 21 8 6 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 49 0 7 5 4 5 3 7 2 4 9 7 1 5 3 RT O R R e d u c t i o n ( v p h ) 60 0 0 0 1 0 7 La n e G r o u p F l o w ( v p h ) 5 5 9 0 4 5 3 7 2 4 9 7 4 6 Tu r n T y p e NA Pr o t N A N A p m + o v Pr o t e c t e d P h a s e s 2 16 8 1 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 5 8 . 2 8. 2 7 0 . 4 2 1 . 6 2 9 . 8 Ef f e c t i v e G r e e n , g ( s ) 5 8 . 2 8. 2 7 0 . 4 2 1 . 6 2 9 . 8 Ac t u a t e d g / C R a t i o 0 . 5 8 0. 0 8 0 . 7 0 0 . 2 2 0 . 3 0 Cl e a r a n c e T i m e ( s ) 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3. 0 3 . 0 3 . 0 3 . 0 La n e G r p C a p ( v p h ) 1 2 7 2 13 4 1 2 0 8 6 8 3 4 9 3 v/ s R a t i o P r o t c0 . 2 6 0. 0 3 c 0 . 2 2 c 0 . 1 6 0 . 0 1 v/ s R a t i o P e r m 0. 0 2 v/ c R a t i o 0. 4 4 0. 3 4 0 . 3 1 0 . 7 3 0 . 0 9 Un i f o r m D e l a y , d 1 11 . 7 43 . 3 5 . 6 3 6 . 5 2 5 . 3 Pr o g r e s s i o n F a c t o r 0 . 8 8 1. 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 1 . 0 1 . 5 0 . 7 3 . 9 0 . 1 De l a y ( s ) 11 . 4 44 . 8 6 . 3 4 0 . 3 2 5 . 4 Le v e l o f S e r v i c e B D A D C Ap p r o a c h D e l a y ( s ) 1 1 . 4 10 . 4 3 6 . 8 Ap p r o a c h L O S B B D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 21 . 3 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 5 0 Ac t u a t e d C y c l e L e n g t h ( s ) 10 0 . 0 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 43 . 4 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: A i r p o r t P a r k B o u l e v a r d & T a l m a g e R o a d / T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t P M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 14 3 7 4 3 3 6 6 1 3 4 4 2 1 4 3 1 2 0 7 0 8 1 3 4 7 2 4 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 0. 9 7 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 3 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 0 2 9 3 1 6 2 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 0 2 9 3 1 6 2 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 15 4 0 7 3 6 5 6 6 6 4 8 0 1 5 3 3 9 0 7 7 0 1 4 5 1 2 6 RT O R R e d u c t i o n ( v p h ) 0 1 6 3 00 2 0 0 0 4 6 8 0 2 0 0 La n e G r o u p F l o w ( v p h ) 1 5 6 0 9 0 6 6 6 4 9 3 0 3 3 9 0 3 0 2 1 4 5 7 0 Tu r n T y p e Pr o t N A Pr o t N A c u s t o m c u s t o m S p l i t N A Pr o t e c t e d P h a s e s 5 2 1 6 8 7 7 Pe r m i t t e d P h a s e s 8 8 Ac t u a t e d G r e e n , G ( s ) 1 . 6 2 8 . 7 22 . 3 4 9 . 4 25 . 9 25 . 9 7 . 1 7 . 1 Ef f e c t i v e G r e e n , g ( s ) 1 . 6 2 8 . 7 22 . 3 4 9 . 4 25 . 9 25 . 9 7 . 1 7 . 1 Ac t u a t e d g / C R a t i o 0 . 0 2 0 . 2 9 0. 2 2 0 . 4 9 0. 2 6 0. 2 6 0 . 0 7 0 . 0 7 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 2 . 0 La n e G r p C a p ( v p h ) 26 8 6 9 70 5 1 6 0 3 81 9 37 8 1 1 6 1 1 6 v/ s R a t i o P r o t 0. 0 1 c 0 . 2 0 c 0 . 2 1 0 . 1 5 0. 1 1 0. 0 1 c 0 . 0 3 v/ s R a t i o P e r m c0 . 2 1 v/ c R a t i o 0. 5 8 0 . 7 0 0. 9 4 0 . 3 1 0. 4 1 0. 8 0 0 . 1 2 0 . 4 9 Un i f o r m D e l a y , d 1 48 . 9 3 1 . 8 38 . 2 1 5 . 1 30 . 8 34 . 6 4 3 . 5 4 4 . 7 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 0. 7 1 1 . 3 1 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 1 7 . 8 4 . 7 16 . 0 0 . 3 0. 1 10 . 5 0 . 2 1 . 2 De l a y ( s ) 66 . 6 3 6 . 5 43 . 3 2 0 . 1 30 . 9 45 . 1 4 3 . 7 4 5 . 9 Le v e l o f S e r v i c e E D D C C D D D Ap p r o a c h D e l a y ( s ) 37 . 1 33 . 4 40 . 7 45 . 5 Ap p r o a c h L O S DC D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 37 . 3 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 0. 7 8 Ac t u a t e d C y c l e L e n g t h ( s ) 10 0 . 0 S u m o f l o s t t i m e ( s ) 16 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 83 . 9 % I C U L e v e l o f S e r v i c e E An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 77 : U S 1 0 1 S B R a m p s ( r e a l i g n e d ) & T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Ba s e l i n e p l u s P r o j e c t P M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 10 2 2 1 2 2 2 7 4 3 7 6 7 1 1 8 6 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4 . 0 4 . 0 La n e U t i l . F a c t o r * 0 . 6 5 1 . 0 0 1 . 0 0 0 . 9 7 1 . 0 0 Fr t 0. 9 8 1. 0 0 1 . 0 0 1 . 0 0 0 . 8 5 Fl t P r o t e c t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 21 9 5 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Fl t P e r m i t t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 21 9 5 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Pe a k - h o u r f a c t o r , P H F 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 0 . 9 2 Ad j . F l o w ( v p h ) 11 1 1 1 3 3 2 9 4 7 5 7 2 9 2 0 2 RT O R R e d u c t i o n ( v p h ) 60 0 0 0 6 0 La n e G r o u p F l o w ( v p h ) 1 2 3 8 0 2 9 4 7 5 7 2 9 1 4 2 Tu r n T y p e NA Pr o t N A N A p m + o v Pr o t e c t e d P h a s e s 2 16 8 1 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 5 8 . 1 5. 1 6 7 . 2 2 4 . 8 2 9 . 9 Ef f e c t i v e G r e e n , g ( s ) 5 8 . 1 5. 1 6 7 . 2 2 4 . 8 2 9 . 9 Ac t u a t e d g / C R a t i o 0 . 5 8 0. 0 5 0 . 6 7 0 . 2 5 0 . 3 0 Cl e a r a n c e T i m e ( s ) 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3. 0 3 . 0 3 . 0 3 . 0 La n e G r p C a p ( v p h ) 1 2 7 5 83 1 1 5 3 7 8 4 4 9 4 v/ s R a t i o P r o t c0 . 5 6 0. 0 2 c 0 . 2 8 c 0 . 2 3 0 . 0 1 v/ s R a t i o P e r m 0. 0 8 v/ c R a t i o 0. 9 7 0. 3 5 0 . 4 1 0 . 9 3 0 . 2 9 Un i f o r m D e l a y , d 1 20 . 1 45 . 8 7 . 4 3 6 . 7 2 6 . 9 Pr o g r e s s i o n F a c t o r 0 . 7 6 1. 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 1 3 . 3 2 . 5 1 . 1 1 7 . 2 0 . 3 De l a y ( s ) 28 . 6 48 . 4 8 . 5 5 3 . 9 2 7 . 2 Le v e l o f S e r v i c e C D A D C Ap p r o a c h D e l a y ( s ) 2 8 . 6 10 . 8 4 8 . 1 Ap p r o a c h L O S C B D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 32 . 1 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 9 3 Ac t u a t e d C y c l e L e n g t h ( s ) 10 0 . 0 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 62 . 3 % I C U L e v e l o f S e r v i c e B An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 4: S t a t e S t r e e t & W a s h i n g t o n A v e n u e / H a s t i n g s A v e n u e 6/ 2 2 / 2 0 1 2 Fu t u r e p l u s P r o j e c t A M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 18 1 2 0 7 5 0 5 0 5 4 8 3 3 4 6 1 5 1 3 1 1 3 1 5 3 2 1 6 0 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 Fr t 1. 0 0 0 . 9 7 1. 0 0 0 . 9 1 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 1 6 6 5 1 6 3 0 1 5 6 0 1 6 3 0 1 6 7 0 1 6 3 0 3 1 4 7 Fl t P e r m i t t e d 0. 5 9 1 . 0 0 0. 3 3 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 10 1 2 1 6 6 5 56 0 1 5 6 0 1 6 3 0 1 6 7 0 1 6 3 0 3 1 4 7 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 19 1 2 1 8 5 3 5 3 5 7 8 7 3 6 6 4 7 1 3 8 1 3 8 5 6 0 1 6 8 RT O R R e d u c t i o n ( v p h ) 0 1 0 0 0 6 3 00 8 0 0 2 8 0 La n e G r o u p F l o w ( v p h ) 1 9 1 2 6 1 0 5 3 8 1 0 3 6 7 7 7 0 1 3 8 7 0 0 0 Tu r n T y p e Pe r m N A P e r m N A Pr o t N A Pr o t N A Pr o t e c t e d P h a s e s 4 8 5 2 1 6 Pe r m i t t e d P h a s e s 4 8 Ac t u a t e d G r e e n , G ( s ) 1 9 . 0 1 9 . 0 19 . 0 1 9 . 0 3. 5 4 9 . 7 9. 0 5 5 . 2 Ef f e c t i v e G r e e n , g ( s ) 1 9 . 0 1 9 . 0 19 . 0 1 9 . 0 3. 5 4 9 . 7 9. 0 5 5 . 2 Ac t u a t e d g / C R a t i o 0 . 2 1 0 . 2 1 0. 2 1 0 . 2 1 0. 0 4 0 . 5 5 0. 1 0 0 . 6 2 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 2 1 4 3 5 3 11 9 3 3 0 64 9 2 5 16 4 1 9 3 7 v/ s R a t i o P r o t 0. 1 6 0. 0 5 0. 0 2 c 0 . 4 7 c 0 . 0 8 0 . 2 2 v/ s R a t i o P e r m c0 . 1 9 0. 0 9 v/ c R a t i o 0. 8 9 0 . 7 4 0. 4 5 0 . 2 5 0. 5 6 0 . 8 4 0. 8 4 0 . 3 6 Un i f o r m D e l a y , d 1 34 . 4 3 3 . 0 30 . 8 2 9 . 4 42 . 3 1 6 . 7 39 . 6 8 . 5 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 3 3 . 9 7 . 9 2. 6 0 . 4 10 . 8 9 . 1 30 . 4 0 . 5 De l a y ( s ) 68 . 2 4 0 . 9 33 . 4 2 9 . 8 53 . 2 2 5 . 8 70 . 0 9 . 1 Le v e l o f S e r v i c e E D C C D C E A Ap p r o a c h D e l a y ( s ) 52 . 2 30 . 8 27 . 0 18 . 8 Ap p r o a c h L O S D C C B In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 29 . 2 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 8 5 Ac t u a t e d C y c l e L e n g t h ( s ) 89 . 7 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 84 . 5 % I C U L e v e l o f S e r v i c e E An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: A i r p o r t P a r k B o u l e v a r d & T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Fu t u r e p l u s P r o j e c t A M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 8 2 5 0 1 3 2 4 1 8 4 7 6 1 5 1 2 4 0 2 3 7 9 3 0 1 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 0. 9 7 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 5 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 0 9 1 3 1 6 2 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 3 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 0 9 1 3 1 6 2 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 3 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 8 2 6 3 1 3 9 4 4 0 5 0 1 1 6 1 3 1 0 2 4 9 9 3 2 1 8 RT O R R e d u c t i o n ( v p h ) 0 5 1 00 2 0 0 0 2 2 0 0 1 6 0 La n e G r o u p F l o w ( v p h ) 8 3 5 1 0 4 4 0 5 1 5 0 1 3 1 0 2 9 9 3 4 0 Tu r n T y p e Pr o t N A Pr o t N A c u s t o m c u s t o m S p l i t N A Pr o t e c t e d P h a s e s 5 2 1 6 8 7 7 Pe r m i t t e d P h a s e s 8 8 Ac t u a t e d G r e e n , G ( s ) 0 . 8 4 5 . 0 18 . 0 6 2 . 2 11 . 5 11 . 5 9 . 5 9 . 5 Ef f e c t i v e G r e e n , g ( s ) 0 . 8 4 5 . 0 18 . 0 6 2 . 2 11 . 5 11 . 5 9 . 5 9 . 5 Ac t u a t e d g / C R a t i o 0 . 0 1 0 . 4 5 0. 1 8 0 . 6 2 0. 1 2 0. 1 2 0 . 1 0 0 . 1 0 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 2 . 0 La n e G r p C a p ( v p h ) 13 1 3 9 1 56 9 2 0 1 8 36 4 16 8 1 5 5 1 5 4 v/ s R a t i o P r o t 0. 0 0 0 . 1 1 c 0 . 1 4 c 0 . 1 6 c 0 . 0 4 0. 0 1 c 0 . 0 2 v/ s R a t i o P e r m 0. 0 2 v/ c R a t i o 0. 6 2 0 . 2 5 0. 7 7 0 . 2 6 0. 3 6 0. 1 7 0 . 0 6 0 . 2 2 Un i f o r m D e l a y , d 1 49 . 4 1 7 . 1 39 . 1 8 . 5 40 . 9 39 . 9 4 1 . 2 4 1 . 8 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 0. 9 7 1 . 3 2 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 4 8 . 2 0 . 4 5. 3 0 . 3 0. 2 0. 2 0 . 1 0 . 3 De l a y ( s ) 97 . 6 1 7 . 5 43 . 3 1 1 . 5 41 . 1 40 . 1 4 1 . 2 4 2 . 1 Le v e l o f S e r v i c e F B D B D D D D Ap p r o a c h D e l a y ( s ) 19 . 1 26 . 1 40 . 4 42 . 0 Ap p r o a c h L O S B C D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 28 . 0 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 3 7 Ac t u a t e d C y c l e L e n g t h ( s ) 10 0 . 0 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 45 . 5 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 77 : U S 1 0 1 S B R a m p s ( r e a l i g n e d ) & T a l m a g e R o a d 6/ 2 2 / 2 0 1 2 Fu t u r e p l u s P r o j e c t A M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 45 8 6 6 4 5 3 7 4 5 2 7 1 3 7 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4 . 0 4 . 0 4 . 0 La n e U t i l . F a c t o r * 0 . 6 5 1 . 0 0 1 . 0 0 0 . 9 7 1 . 0 0 Fr t 0. 9 8 1. 0 0 1 . 0 0 1 . 0 0 0 . 8 5 Fl t P r o t e c t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 21 8 8 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Fl t P e r m i t t e d 1. 0 0 0. 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 21 8 8 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 48 2 6 9 4 7 3 9 4 5 5 5 1 4 4 RT O R R e d u c t i o n ( v p h ) 1 3 00 0 0 9 3 La n e G r o u p F l o w ( v p h ) 5 3 8 0 4 7 3 9 4 5 5 5 5 1 Tu r n T y p e NA Pr o t N A N A p m + o v Pr o t e c t e d P h a s e s 2 16 8 1 Pe r m i t t e d P h a s e s 8 Ac t u a t e d G r e e n , G ( s ) 2 0 . 3 3. 9 2 8 . 2 1 3 . 8 1 7 . 7 Ef f e c t i v e G r e e n , g ( s ) 2 0 . 3 3. 9 2 8 . 2 1 3 . 8 1 7 . 7 Ac t u a t e d g / C R a t i o 0 . 4 1 0. 0 8 0 . 5 6 0 . 2 8 0 . 3 5 Cl e a r a n c e T i m e ( s ) 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3. 0 3 . 0 3 . 0 3 . 0 La n e G r p C a p ( v p h ) 8 8 8 12 7 9 6 8 8 7 3 6 3 3 v/ s R a t i o P r o t c0 . 2 5 0. 0 3 c 0 . 2 3 c 0 . 1 8 0 . 0 1 v/ s R a t i o P e r m 0. 0 3 v/ c R a t i o 0. 6 1 0. 3 7 0 . 4 1 0 . 6 4 0 . 0 8 Un i f o r m D e l a y , d 1 11 . 7 21 . 9 6 . 2 1 5 . 9 1 0 . 7 Pr o g r e s s i o n F a c t o r 0 . 8 5 1. 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 2 . 9 1 . 8 1 . 3 1 . 5 0 . 1 De l a y ( s ) 12 . 9 23 . 7 7 . 4 1 7 . 4 1 0 . 8 Le v e l o f S e r v i c e B C A B B Ap p r o a c h D e l a y ( s ) 1 2 . 9 9. 2 1 6 . 1 Ap p r o a c h L O S B A B In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 13 . 2 H C M L e v e l o f S e r v i c e B HC M V o l u m e t o C a p a c i t y r a t i o 0. 6 1 Ac t u a t e d C y c l e L e n g t h ( s ) 50 . 0 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 45 . 7 % I C U L e v e l o f S e r v i c e A An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 4: W a s h i n g t o n A v e n u e & S t a t e S t r e e t 6/ 2 2 / 2 0 1 2 Fu t u r e p l u s P r o j e c t P M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 15 9 8 6 3 1 1 4 8 6 5 1 2 5 3 7 6 1 2 1 4 0 1 5 0 5 8 9 1 4 0 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 0 . 9 5 Fr t 1. 0 0 0 . 9 6 1. 0 0 0 . 9 0 1. 0 0 0 . 9 7 1. 0 0 0 . 9 7 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 1 6 4 7 1 6 3 0 1 5 4 6 1 6 3 0 1 6 6 8 1 6 3 0 3 1 6 6 Fl t P e r m i t t e d 0. 4 7 1 . 0 0 0. 6 3 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 80 7 1 6 4 7 1 0 8 4 1 5 4 6 1 6 3 0 1 6 6 8 1 6 3 0 3 1 6 6 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 16 7 9 1 3 3 1 5 6 6 8 1 3 2 3 9 6 4 4 1 4 7 1 5 8 6 2 0 1 4 7 RT O R R e d u c t i o n ( v p h ) 0 1 5 0 0 7 9 00 9 0 0 2 1 0 La n e G r o u p F l o w ( v p h ) 1 6 7 1 0 9 0 1 5 6 1 2 1 0 3 9 7 8 2 0 1 5 8 7 4 6 0 Tu r n T y p e Pe r m Pe r m Pr o t Pr o t Pr o t e c t e d P h a s e s 4 8 5 2 1 6 Pe r m i t t e d P h a s e s 4 8 Ac t u a t e d G r e e n , G ( s ) 1 9 . 4 1 9 . 4 19 . 4 1 9 . 4 3. 6 4 9 . 7 10 . 0 5 6 . 1 Ef f e c t i v e G r e e n , g ( s ) 1 9 . 4 1 9 . 4 19 . 4 1 9 . 4 3. 6 4 9 . 7 10 . 0 5 6 . 1 Ac t u a t e d g / C R a t i o 0 . 2 1 0 . 2 1 0. 2 1 0 . 2 1 0. 0 4 0 . 5 5 0. 1 1 0 . 6 2 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 1 7 2 3 5 1 23 1 3 2 9 64 9 1 0 17 9 1 9 5 0 v/ s R a t i o P r o t 0. 0 7 0. 0 8 0. 0 2 c 0 . 4 7 c 0 . 1 0 0 . 2 4 v/ s R a t i o P e r m c0 . 2 1 0. 1 4 v/ c R a t i o 0. 9 7 0 . 3 1 0. 6 8 0 . 3 7 0. 6 1 0 . 8 6 0. 8 8 0 . 3 8 Un i f o r m D e l a y , d 1 35 . 6 3 0 . 2 33 . 0 3 0 . 6 43 . 1 1 7 . 7 40 . 0 8 . 8 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 5 9 . 8 0 . 5 7. 6 0 . 7 15 . 3 1 0 . 4 36 . 2 0 . 6 De l a y ( s ) 95 . 3 3 0 . 7 40 . 5 3 1 . 3 58 . 4 2 8 . 1 76 . 2 9 . 4 Le v e l o f S e r v i c e F C D C E C E A Ap p r o a c h D e l a y ( s ) 67 . 8 35 . 4 29 . 5 20 . 8 Ap p r o a c h L O S E D C C In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 31 . 7 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 8 9 Ac t u a t e d C y c l e L e n g t h ( s ) 91 . 1 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 88 . 2 % I C U L e v e l o f S e r v i c e E An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 6: T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d 6/ 2 2 / 2 0 1 2 Fu t u r e p l u s P r o j e c t P M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 14 3 8 1 3 8 6 6 1 4 4 4 7 1 4 3 7 2 0 8 1 4 1 3 4 7 2 4 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 0 . 9 5 0. 9 7 0 . 9 5 0. 9 7 1. 0 0 1 . 0 0 1 . 0 0 Fr t 1. 0 0 0 . 9 2 1. 0 0 1 . 0 0 1. 0 0 0. 8 5 1 . 0 0 0 . 9 5 Fl t P r o t e c t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 16 3 0 3 0 1 4 3 1 6 2 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Fl t P e r m i t t e d 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 0. 9 5 1. 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 16 3 0 3 0 1 4 3 1 6 2 3 2 4 5 3 1 6 2 1 4 5 8 1 6 3 0 1 6 2 9 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 15 4 0 1 4 0 6 6 4 6 4 7 1 1 5 3 9 2 0 8 5 7 1 4 4 9 2 5 RT O R R e d u c t i o n ( v p h ) 0 1 7 7 00 2 0 0 0 4 4 4 0 1 9 0 La n e G r o u p F l o w ( v p h ) 1 5 6 3 0 0 6 4 6 4 8 4 0 3 9 2 0 4 1 3 1 4 5 5 0 Tu r n T y p e Pr o t Pr o t cu s t o m c u s t o m S p l i t Pr o t e c t e d P h a s e s 5 2 1 6 8 7 7 Pe r m i t t e d P h a s e s 8 8 Ac t u a t e d G r e e n , G ( s ) 1 . 6 2 3 . 2 21 . 0 4 2 . 6 33 . 9 33 . 9 9 . 9 9 . 9 Ef f e c t i v e G r e e n , g ( s ) 1 . 6 2 3 . 2 21 . 0 4 2 . 6 33 . 9 33 . 9 9 . 9 9 . 9 Ac t u a t e d g / C R a t i o 0 . 0 2 0 . 2 2 0. 2 0 0 . 4 1 0. 3 3 0. 3 3 0 . 1 0 0 . 1 0 Cl e a r a n c e T i m e ( s ) 4. 0 4 . 0 4. 0 4 . 0 4. 0 4. 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 2 . 0 3 . 0 2. 0 3 . 0 2. 0 2. 0 2 . 0 2 . 0 La n e G r p C a p ( v p h ) 25 6 7 2 63 8 1 3 2 9 1 0 3 1 47 5 1 5 5 1 5 5 v/ s R a t i o P r o t 0. 0 1 c 0 . 2 1 c 0 . 2 0 0 . 1 5 0. 1 2 0. 0 1 c 0 . 0 3 v/ s R a t i o P e r m c0 . 2 8 v/ c R a t i o 0. 6 0 0 . 9 4 1. 0 1 0 . 3 6 0. 3 8 0. 8 7 0 . 0 9 0 . 3 5 Un i f o r m D e l a y , d 1 50 . 9 3 9 . 7 41 . 5 2 1 . 3 27 . 0 33 . 0 4 2 . 9 4 4 . 1 Pr o g r e s s i o n F a c t o r 1 . 0 0 1 . 0 0 0. 8 2 1 . 3 3 1. 0 0 1. 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 2 3 . 2 2 2 . 3 33 . 2 0 . 5 0. 1 15 . 0 0 . 1 0 . 5 De l a y ( s ) 74 . 0 6 2 . 0 67 . 2 2 8 . 8 27 . 1 48 . 0 4 3 . 0 4 4 . 6 Le v e l o f S e r v i c e E E E C C D D D Ap p r o a c h D e l a y ( s ) 62 . 2 50 . 7 41 . 4 44 . 3 Ap p r o a c h L O S E D D D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 49 . 9 H C M L e v e l o f S e r v i c e D HC M V o l u m e t o C a p a c i t y r a t i o 0. 8 6 Ac t u a t e d C y c l e L e n g t h ( s ) 10 4 . 0 S u m o f l o s t t i m e ( s ) 16 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 93 . 0 % I C U L e v e l o f S e r v i c e F An a l y s i s P e r i o d ( m i n ) 15 c C r i t i c a l L a n e G r o u p HC M U n s i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 9: T a l m a g e R o a d & H a s t i n g s F r o n t a g e R o a d 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v e h / h ) 50 4 8 8 2 1 2 4 6 4 1 8 2 4 3 2 3 8 2 3 3 Si g n C o n t r o l Fr e e Fr e e St o p St o p Gr a d e 0% 0% 0% 0% Pe a k H o u r F a c t o r 0. 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ho u r l y f l o w r a t e ( v p h ) 5 3 5 1 4 2 2 2 4 8 8 1 9 2 5 3 2 4 0 2 3 5 Pe d e s t r i a n s La n e W i d t h ( f t ) Wa l k i n g S p e e d ( f t / s ) Pe r c e n t B l o c k a g e Ri g h t t u r n f l a r e ( v e h ) Me d i a n t y p e No n e No n e Me d i a n s t o r a g e v e h ) Up s t r e a m s i g n a l ( f t ) pX , p l a t o o n u n b l o c k e d vC , c o n f l i c t i n g v o l u m e 5 0 7 53 6 11 6 8 1 1 4 2 5 2 5 1 1 3 6 1 1 4 3 4 9 8 vC 1 , s t a g e 1 c o n f v o l vC 2 , s t a g e 2 c o n f v o l vC u , u n b l o c k e d v o l 5 0 7 5 3 6 1 1 6 8 1 1 4 2 5 2 5 1 1 3 6 1 1 4 3 4 9 8 tC , s i n g l e ( s ) 4. 1 4. 1 7. 1 6 . 5 6 . 2 7 . 1 6 . 5 6 . 2 tC , 2 s t a g e ( s ) tF ( s ) 2. 2 2. 2 3. 5 4 . 0 3 . 3 3 . 5 4 . 0 3 . 3 p0 q u e u e f r e e % 95 10 0 83 9 8 1 0 0 7 6 9 9 9 4 cM c a p a c i t y ( v e h / h ) 1 0 5 7 10 3 2 15 2 1 9 0 5 5 3 1 6 9 1 9 0 5 7 2 Di r e c t i o n , L a n e # EB 1 W B 1 N B 1 S B 1 Vo l u m e T o t a l 58 8 5 0 9 3 1 7 7 Vo l u m e L e f t 53 2 2 5 4 0 Vo l u m e R i g h t 22 1 9 2 3 5 cS H 10 5 7 1 0 3 2 1 6 4 2 4 9 Vo l u m e t o C a p a c i t y 0 . 0 5 0 . 0 0 0 . 1 9 0 . 3 1 Qu e u e L e n g t h 9 5 t h ( f t ) 4 0 1 7 3 2 Co n t r o l D e l a y ( s ) 1. 3 0 . 1 3 1 . 9 2 5 . 7 La n e L O S A A D D Ap p r o a c h D e l a y ( s ) 1. 3 0 . 1 3 1 . 9 2 5 . 7 Ap p r o a c h L O S D D In t e r s e c t i o n S u m m a r y Av e r a g e D e l a y 3. 1 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 74 . 6 % I C U L e v e l o f S e r v i c e D An a l y s i s P e r i o d ( m i n ) 15 HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 10 : C o m m e r c e D r i v e & A i r p o r t P a r k B o u l e v a r d 6/ 2 1 / 2 0 1 2 Fu t u r e p l u s P r o j e c t P M P e a k H o u r Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB L E B T E B R W B L W B T W B R N B L N B T N B R S B L S B T S B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 80 7 9 1 8 5 1 0 5 0 6 9 1 7 9 7 8 9 1 4 6 0 6 4 1 7 2 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 La n e U t i l . F a c t o r 1. 0 0 1. 0 0 1. 0 0 0 . 9 5 1. 0 0 0 . 9 5 Fr t 0. 9 3 0. 9 3 1. 0 0 1 . 0 0 1. 0 0 0 . 9 8 Fl t P r o t e c t e d 0. 9 9 1. 0 0 0. 9 5 1 . 0 0 0. 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 15 7 3 15 8 6 1 6 3 0 3 2 5 1 1 6 3 0 3 2 1 0 Fl t P e r m i t t e d 0. 8 9 0. 9 7 0. 3 4 1 . 0 0 0. 2 9 1 . 0 0 Sa t d . F l o w ( p e r m ) 14 2 0 15 4 0 57 7 3 2 5 1 50 2 3 2 1 0 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 84 8 3 1 9 5 1 1 5 3 7 3 1 8 8 8 3 1 1 5 6 3 6 7 5 7 6 RT O R R e d u c t i o n ( v p h ) 0 8 3 0 0 4 8 00 1 0 0 1 1 0 La n e G r o u p F l o w ( v p h ) 0 2 7 9 0 0 8 9 0 1 8 8 8 4 5 0 6 3 7 4 0 0 Tu r n T y p e Pe r m Pe r m Pe r m Pe r m Pr o t e c t e d P h a s e s 48 2 6 Pe r m i t t e d P h a s e s 48 2 6 Ac t u a t e d G r e e n , G ( s ) 13 . 6 13 . 6 25 . 0 2 5 . 0 25 . 0 2 5 . 0 Ef f e c t i v e G r e e n , g ( s ) 13 . 6 13 . 6 25 . 0 2 5 . 0 25 . 0 2 5 . 0 Ac t u a t e d g / C R a t i o 0. 2 9 0. 2 9 0. 5 4 0 . 5 4 0. 5 4 0 . 5 4 Cl e a r a n c e T i m e ( s ) 4. 0 4. 0 4. 0 4 . 0 4. 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3. 0 3. 0 3. 0 3 . 0 3. 0 3 . 0 La n e G r p C a p ( v p h ) 41 4 44 9 31 0 1 7 4 4 26 9 1 7 2 2 v/ s R a t i o P r o t 0. 2 6 0. 2 3 v/ s R a t i o P e r m c0 . 2 0 0. 0 6 c 0 . 3 3 0. 1 3 v/ c R a t i o 0. 6 7 0. 2 0 0. 6 1 0 . 4 8 0. 2 3 0 . 4 3 Un i f o r m D e l a y , d 1 14 . 5 12 . 4 7. 4 6 . 8 5. 7 6 . 5 Pr o g r e s s i o n F a c t o r 1. 0 0 1. 0 0 1. 0 0 1 . 0 0 1. 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 4. 3 0. 2 3. 3 0 . 2 0. 4 0 . 2 De l a y ( s ) 18 . 8 12 . 6 10 . 8 7 . 0 6. 2 6 . 7 Le v e l o f S e r v i c e B B B A A A Ap p r o a c h D e l a y ( s ) 18 . 8 12 . 6 7. 7 6. 6 Ap p r o a c h L O S BB A A In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 9. 3 H C M L e v e l o f S e r v i c e A HC M V o l u m e t o C a p a c i t y r a t i o 0. 6 3 Ac t u a t e d C y c l e L e n g t h ( s ) 46 . 6 S u m o f l o s t t i m e ( s ) 8. 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 70 . 8 % I C U L e v e l o f S e r v i c e C An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p HC M S i g n a l i z e d I n t e r s e c t i o n C a p a c i t y A n a l y s i s 77 : T a l m a g e R o a d & U S 1 0 1 S B R a m p s ( r e a l i g n e d ) 6/ 2 2 / 2 0 1 2 Fu t u r e p l u s P r o j e c t P M P e a k H o u r ( M i t i g a t e d O p t i o n A ) Sy n c h r o 7 - R e p o r t Co s t c o E I R W- T R A N S Mo v e m e n t EB T E B R W B L W B T N B L N B R La n e C o n f i g u r a t i o n s Vo l u m e ( v p h ) 10 8 5 1 6 7 2 3 4 3 5 6 8 6 1 9 6 Id e a l F l o w ( v p h p l ) 17 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 1 7 5 0 To t a l L o s t t i m e ( s ) 4. 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 La n e U t i l . F a c t o r * 0 . 6 5 1 . 0 0 1 . 0 0 1 . 0 0 0 . 9 7 1 . 0 0 Fr t 1. 0 0 0 . 8 5 1 . 0 0 1 . 0 0 1 . 0 0 0 . 8 5 Fl t P r o t e c t e d 1. 0 0 1 . 0 0 0 . 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p r o t ) 22 3 0 1 4 5 8 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Fl t P e r m i t t e d 1. 0 0 1 . 0 0 0 . 9 5 1 . 0 0 0 . 9 5 1 . 0 0 Sa t d . F l o w ( p e r m ) 22 3 0 1 4 5 8 1 6 3 0 1 7 1 6 3 1 6 2 1 4 5 8 Pe a k - h o u r f a c t o r , P H F 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 0 . 9 5 Ad j . F l o w ( v p h ) 11 4 2 1 7 6 2 4 4 5 8 7 2 2 2 0 6 RT O R R e d u c t i o n ( v p h ) 0 2 8 0 0 0 5 8 La n e G r o u p F l o w ( v p h ) 1 1 4 2 1 4 8 2 4 4 5 8 7 2 2 1 4 8 Tu r n T y p e pm + o v P r o t pm + o v Pr o t e c t e d P h a s e s 28 1 6 8 1 Pe r m i t t e d P h a s e s 2 8 Ac t u a t e d G r e e n , G ( s ) 6 1 . 3 8 7 . 7 4 . 3 6 9 . 6 2 6 . 4 3 0 . 7 Ef f e c t i v e G r e e n , g ( s ) 6 1 . 3 8 7 . 7 4 . 3 6 9 . 6 2 6 . 4 3 0 . 7 Ac t u a t e d g / C R a t i o 0 . 5 9 0 . 8 4 0 . 0 4 0 . 6 7 0 . 2 5 0 . 3 0 Cl e a r a n c e T i m e ( s ) 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 4 . 0 Ve h i c l e E x t e n s i o n ( s ) 3 . 0 3 . 0 3 . 0 3 . 0 3 . 0 3 . 0 La n e G r p C a p ( v p h ) 1 3 1 4 1 2 8 6 6 7 1 1 4 8 8 0 3 4 8 6 v/ s R a t i o P r o t c0 . 5 1 0 . 0 3 0 . 0 1 c 0 . 2 7 c 0 . 2 3 0 . 0 1 v/ s R a t i o P e r m 0. 0 7 0. 0 9 v/ c R a t i o 0. 8 7 0 . 1 2 0 . 3 6 0 . 4 0 0 . 9 0 0 . 3 0 Un i f o r m D e l a y , d 1 18 . 0 1 . 4 4 8 . 5 7 . 8 3 7 . 5 2 8 . 4 Pr o g r e s s i o n F a c t o r 0 . 7 5 2 . 0 5 1 . 0 0 1 . 0 0 1 . 0 0 1 . 0 0 In c r e m e n t a l D e l a y , d 2 3 . 7 0 . 0 3 . 3 1 . 0 1 2 . 8 0 . 4 De l a y ( s ) 17 . 2 2 . 9 5 1 . 8 8 . 8 5 0 . 3 2 8 . 7 Le v e l o f S e r v i c e B A D A D C Ap p r o a c h D e l a y ( s ) 1 5 . 3 10 . 9 4 5 . 6 Ap p r o a c h L O S B B D In t e r s e c t i o n S u m m a r y HC M A v e r a g e C o n t r o l D e l a y 24 . 8 H C M L e v e l o f S e r v i c e C HC M V o l u m e t o C a p a c i t y r a t i o 0. 8 6 Ac t u a t e d C y c l e L e n g t h ( s ) 10 4 . 0 S u m o f l o s t t i m e ( s ) 12 . 0 In t e r s e c t i o n C a p a c i t y U t i l i z a t i o n 60 . 5 % I C U L e v e l o f S e r v i c e B An a l y s i s P e r i o d ( m i n ) 1 5 c C r i t i c a l L a n e G r o u p In t e r s e c t i o n Qu e u i n g C a l c u l a t i o n s Qu e u i n g a n d B l o c k i n g R e p o r t Ex i s t i n g P M P e a k H o u r 2/ 1 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 1 In t e r s e c t i o n : 6 : T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d Mo v e m e n t EB E B E B W B W B W B N B N B N B S B S B B 1 6 0 Di r e c t i o n s S e r v e d L T T R L T T R L L R L T R T Ma x i m u m Q u e u e ( f t ) 31 2 1 2 1 6 7 1 7 1 9 4 5 4 1 0 8 8 2 1 3 8 3 3 8 0 4 Av e r a g e Q u e u e ( f t ) 14 1 4 7 8 5 1 3 7 6 0 2 9 7 3 5 1 8 8 1 0 4 7 1 95 t h Q u e u e ( f t ) 37 2 3 0 1 7 3 1 9 3 1 0 1 6 2 1 1 7 9 2 1 6 6 3 7 8 8 7 Li n k D i s t a n c e ( f t ) 43 3 4 3 3 27 2 68 3 6 8 3 4 1 4 1 2 7 1 Up s t r e a m B l k T i m e ( % ) 11 5 Qu e u i n g P e n a l t y ( v e h ) 00 St o r a g e B a y D i s t ( f t ) 1 0 0 16 0 18 0 8 0 St o r a g e B l k T i m e ( % ) 21 6 8 1 Qu e u i n g P e n a l t y ( v e h ) 3 30 9 1 In t e r s e c t i o n : 7 : T a l m a g e R o a d & U . S . 1 0 1 S B R a m p s Mo v e m e n t NB S B Di r e c t i o n s S e r v e d R R Ma x i m u m Q u e u e ( f t ) 1 0 9 7 2 8 Av e r a g e Q u e u e ( f t ) 7 7 5 1 0 95 t h Q u e u e ( f t ) 13 4 9 6 4 Li n k D i s t a n c e ( f t ) 10 1 9 1 0 1 9 Up s t r e a m B l k T i m e ( % ) 8 Qu e u i n g P e n a l t y ( v e h ) 0 St o r a g e B a y D i s t ( f t ) St o r a g e B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) In t e r s e c t i o n : 8 : T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s Mo v e m e n t NB N B Di r e c t i o n s S e r v e d L R Ma x i m u m Q u e u e ( f t ) 74 3 9 Av e r a g e Q u e u e ( f t ) 41 2 3 95 t h Q u e u e ( f t ) 84 4 9 Li n k D i s t a n c e ( f t ) 96 6 Up s t r e a m B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) St o r a g e B a y D i s t ( f t ) 20 St o r a g e B l k T i m e ( % ) 1 6 5 Qu e u i n g P e n a l t y ( v e h ) 7 6 Qu e u i n g a n d B l o c k i n g R e p o r t Ex i s t i n g P M P e a k H o u r 2/ 1 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 2 In t e r s e c t i o n : 7 7 : T a l m a g e R o a d & U . S . 1 0 1 S B O n - R a m p Mo v e m e n t EB W B Di r e c t i o n s S e r v e d T L Ma x i m u m Q u e u e ( f t ) 1 2 5 1 6 Av e r a g e Q u e u e ( f t ) 4 8 6 95 t h Q u e u e ( f t ) 25 2 2 6 Li n k D i s t a n c e ( f t ) 27 2 Up s t r e a m B l k T i m e ( % ) 1 Qu e u i n g P e n a l t y ( v e h ) 3 St o r a g e B a y D i s t ( f t ) 50 St o r a g e B l k T i m e ( % ) 0 Qu e u i n g P e n a l t y ( v e h ) 0 Zo n e S u m m a r y Zo n e w i d e Q u e u i n g P e n a l t y : 6 0 Qu e u i n g a n d B l o c k i n g R e p o r t Ba s e l i n e P M P e a k H o u r 2/ 1 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 1 In t e r s e c t i o n : 6 : T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d Mo v e m e n t EB E B E B W B W B W B N B N B N B S B S B Di r e c t i o n s S e r v e d L T T R L T T R L L R L T R Ma x i m u m Q u e u e ( f t ) 50 2 3 3 2 1 5 2 0 9 8 2 6 2 9 7 7 0 1 4 9 1 9 7 8 Av e r a g e Q u e u e ( f t ) 17 1 7 1 1 1 6 1 6 3 5 0 3 0 7 1 4 2 9 1 4 4 3 95 t h Q u e u e ( f t ) 66 2 6 3 2 2 8 2 4 1 1 1 0 6 5 1 0 8 7 9 1 6 7 2 3 8 5 Li n k D i s t a n c e ( f t ) 43 3 4 3 3 27 2 68 3 6 8 3 4 1 4 1 Up s t r e a m B l k T i m e ( % ) 0 1 1 2 Qu e u i n g P e n a l t y ( v e h ) 0 0 0 St o r a g e B a y D i s t ( f t ) 1 0 0 16 0 18 0 8 0 St o r a g e B l k T i m e ( % ) 27 8 0 7 1 Qu e u i n g P e n a l t y ( v e h ) 4 40 1 8 1 In t e r s e c t i o n : 7 : T a l m a g e R o a d & U . S . 1 0 1 S B R a m p s Mo v e m e n t NB S B Di r e c t i o n s S e r v e d R R Ma x i m u m Q u e u e ( f t ) 1 0 4 1 0 7 8 Av e r a g e Q u e u e ( f t ) 7 0 6 8 3 95 t h Q u e u e ( f t ) 12 5 1 1 8 1 Li n k D i s t a n c e ( f t ) 10 1 9 1 1 7 4 Up s t r e a m B l k T i m e ( % ) 4 Qu e u i n g P e n a l t y ( v e h ) 0 St o r a g e B a y D i s t ( f t ) St o r a g e B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) In t e r s e c t i o n : 8 : T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s Mo v e m e n t NB N B Di r e c t i o n s S e r v e d L R Ma x i m u m Q u e u e ( f t ) 69 4 7 Av e r a g e Q u e u e ( f t ) 45 2 9 95 t h Q u e u e ( f t ) 81 5 5 Li n k D i s t a n c e ( f t ) 96 6 Up s t r e a m B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) St o r a g e B a y D i s t ( f t ) 20 St o r a g e B l k T i m e ( % ) 2 3 6 Qu e u i n g P e n a l t y ( v e h ) 1 3 7 Qu e u i n g a n d B l o c k i n g R e p o r t Ba s e l i n e P M P e a k H o u r 2/ 1 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 2 In t e r s e c t i o n : 7 7 : T a l m a g e R o a d & U . S 1 0 1 S B O n - R a m p Mo v e m e n t WB Di r e c t i o n s S e r v e d L Ma x i m u m Q u e u e ( f t ) 31 Av e r a g e Q u e u e ( f t ) 10 95 t h Q u e u e ( f t ) 34 Li n k D i s t a n c e ( f t ) Up s t r e a m B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) St o r a g e B a y D i s t ( f t ) 50 St o r a g e B l k T i m e ( % ) 0 Qu e u i n g P e n a l t y ( v e h ) 0 Zo n e S u m m a r y Zo n e w i d e Q u e u i n g P e n a l t y : 7 3 Qu e u i n g a n d B l o c k i n g R e p o r t Fu t u r e P M P e a k H o u r 6/ 2 1 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 1 In t e r s e c t i o n : 6 : T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d Mo v e m e n t EB E B E B W B W B W B N B N B N B S B S B B 1 6 0 Di r e c t i o n s S e r v e d L T T R L T T R L L R L T R T Ma x i m u m Q u e u e ( f t ) 22 2 9 1 2 6 6 1 8 4 9 8 6 3 1 1 3 1 0 7 2 3 5 4 3 7 2 4 Av e r a g e Q u e u e ( f t ) 9 1 9 4 1 4 1 1 3 6 5 9 3 0 8 5 6 2 1 3 7 1 6 4 2 1 95 t h Q u e u e ( f t ) 28 3 1 0 2 9 3 2 0 9 1 0 9 6 9 1 2 4 1 1 4 2 5 3 4 9 7 9 8 Li n k D i s t a n c e ( f t ) 43 3 4 3 3 27 2 2 7 2 68 3 6 8 3 4 1 4 1 2 7 1 Up s t r e a m B l k T i m e ( % ) 71 0 Qu e u i n g P e n a l t y ( v e h ) 00 St o r a g e B a y D i s t ( f t ) 1 0 0 16 0 80 St o r a g e B l k T i m e ( % ) 30 6 12 6 Qu e u i n g P e n a l t y ( v e h ) 4 14 17 8 In t e r s e c t i o n : 7 : T a l m a g e R o a d & U . S . 1 0 1 S B R a m p s Mo v e m e n t NB S B Di r e c t i o n s S e r v e d R R Ma x i m u m Q u e u e ( f t ) 2 2 8 1 1 6 1 Av e r a g e Q u e u e ( f t ) 1 5 5 8 4 2 95 t h Q u e u e ( f t ) 33 5 1 3 8 5 Li n k D i s t a n c e ( f t ) 10 1 9 1 1 8 2 Up s t r e a m B l k T i m e ( % ) 19 Qu e u i n g P e n a l t y ( v e h ) 0 St o r a g e B a y D i s t ( f t ) St o r a g e B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) In t e r s e c t i o n : 8 : T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s Mo v e m e n t NB N B Di r e c t i o n s S e r v e d L R Ma x i m u m Q u e u e ( f t ) 59 4 8 Av e r a g e Q u e u e ( f t ) 38 2 6 95 t h Q u e u e ( f t ) 64 5 5 Li n k D i s t a n c e ( f t ) 96 6 Up s t r e a m B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) St o r a g e B a y D i s t ( f t ) 20 St o r a g e B l k T i m e ( % ) 1 6 5 Qu e u i n g P e n a l t y ( v e h ) 7 5 Qu e u i n g a n d B l o c k i n g R e p o r t Fu t u r e P M P e a k H o u r 6/ 2 1 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 2 In t e r s e c t i o n : 7 7 : T a l m a g e R o a d & U . S 1 0 1 S B O n - R a m p Mo v e m e n t EB E B W B Di r e c t i o n s S e r v e d T R L Ma x i m u m Q u e u e ( f t ) 63 4 2 6 Av e r a g e Q u e u e ( f t ) 13 1 8 95 t h Q u e u e ( f t ) 12 4 7 3 1 Li n k D i s t a n c e ( f t ) 27 2 2 7 2 Up s t r e a m B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) St o r a g e B a y D i s t ( f t ) 50 St o r a g e B l k T i m e ( % ) 0 Qu e u i n g P e n a l t y ( v e h ) 0 Zo n e S u m m a r y Zo n e w i d e Q u e u i n g P e n a l t y : 5 7 Qu e u i n g a n d B l o c k i n g R e p o r t Ex i s t i n g p l u s P r o j e c t P M P e a k H o u r 6/ 2 1 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 1 In t e r s e c t i o n : 6 : T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d Mo v e m e n t EB E B E B W B W B W B N B N B N B S B S B B 1 6 0 Di r e c t i o n s S e r v e d L T T R L T T R L L R L T R T Ma x i m u m Q u e u e ( f t ) 23 2 5 5 2 3 5 2 5 2 1 8 5 7 7 1 1 7 1 3 7 2 6 2 3 6 8 0 3 Av e r a g e Q u e u e ( f t ) 7 1 6 9 1 2 1 1 9 9 1 0 8 2 8 8 8 7 3 1 5 6 1 4 4 9 1 95 t h Q u e u e ( f t ) 29 2 6 5 2 4 1 2 8 3 2 7 9 1 0 4 1 2 9 1 4 9 3 0 4 4 5 8 7 7 Li n k D i s t a n c e ( f t ) 43 3 4 3 3 27 2 68 3 6 8 3 4 1 4 1 2 7 1 Up s t r e a m B l k T i m e ( % ) 0 3 0 3 1 2 Qu e u i n g P e n a l t y ( v e h ) 0 3 6 0 0 0 St o r a g e B a y D i s t ( f t ) 1 0 0 16 0 18 0 8 0 St o r a g e B l k T i m e ( % ) 26 20 21 5 Qu e u i n g P e n a l t y ( v e h ) 4 88 33 8 In t e r s e c t i o n : 7 : T a l m a g e R o a d & U . S . 1 0 1 S B R a m p s Mo v e m e n t EB W B N B S B Di r e c t i o n s S e r v e d T T R R Ma x i m u m Q u e u e ( f t ) 4 2 3 1 6 3 1 0 3 7 Av e r a g e Q u e u e ( f t ) 1 6 1 0 5 8 9 8 95 t h Q u e u e ( f t ) 8 4 9 1 9 4 1 2 4 1 Li n k D i s t a n c e ( f t ) 1 3 2 3 4 9 1 0 1 9 1 0 1 9 Up s t r e a m B l k T i m e ( % ) 52 Qu e u i n g P e n a l t y ( v e h ) 0 St o r a g e B a y D i s t ( f t ) St o r a g e B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) In t e r s e c t i o n : 8 : T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s Mo v e m e n t EB N B N B Di r e c t i o n s S e r v e d T L R Ma x i m u m Q u e u e ( f t ) 5 7 9 4 1 Av e r a g e Q u e u e ( f t ) 1 5 0 2 1 95 t h Q u e u e ( f t ) 10 8 6 5 2 Li n k D i s t a n c e ( f t ) 27 1 9 6 6 Up s t r e a m B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) St o r a g e B a y D i s t ( f t ) 20 St o r a g e B l k T i m e ( % ) 23 5 Qu e u i n g P e n a l t y ( v e h ) 10 7 Qu e u i n g a n d B l o c k i n g R e p o r t Ex i s t i n g p l u s P r o j e c t P M P e a k H o u r 6/ 2 1 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 2 In t e r s e c t i o n : 7 7 : T a l m a g e R o a d & U . S . 1 0 1 S B O n - R a m p Mo v e m e n t EB W B W B Di r e c t i o n s S e r v e d T L T Ma x i m u m Q u e u e ( f t ) 1 8 8 3 1 2 7 Av e r a g e Q u e u e ( f t ) 6 2 1 2 1 8 95 t h Q u e u e ( f t ) 29 0 3 6 9 6 Li n k D i s t a n c e ( f t ) 27 2 13 2 Up s t r e a m B l k T i m e ( % ) 1 1 Qu e u i n g P e n a l t y ( v e h ) 3 1 2 St o r a g e B a y D i s t ( f t ) 50 St o r a g e B l k T i m e ( % ) 0 2 Qu e u i n g P e n a l t y ( v e h ) 0 0 Zo n e S u m m a r y Zo n e w i d e Q u e u i n g P e n a l t y : 2 0 1 Qu e u i n g a n d B l o c k i n g R e p o r t Ba s e l i n e p l u s P r o j e c t P M P e a k H o u r 6/ 2 1 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 1 In t e r s e c t i o n : 6 : T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d Mo v e m e n t EB E B E B W B W B W B N B N B N B S B S B Di r e c t i o n s S e r v e d L T T R L T T R L L R L T R Ma x i m u m Q u e u e ( f t ) 45 2 5 1 2 3 7 2 5 9 3 1 2 1 1 1 1 1 7 1 2 4 2 7 1 2 8 7 0 Av e r a g e Q u e u e ( f t ) 18 1 8 6 1 3 0 2 2 4 1 5 4 3 5 9 1 8 0 1 7 6 1 5 4 7 95 t h Q u e u e ( f t ) 84 2 8 3 2 6 7 2 9 7 3 5 9 1 3 7 1 3 7 1 4 4 3 0 1 4 1 8 8 Li n k D i s t a n c e ( f t ) 43 3 4 3 3 27 2 68 3 6 8 3 4 1 4 1 Up s t r e a m B l k T i m e ( % ) 2 6 0 1 1 7 Qu e u i n g P e n a l t y ( v e h ) 0 6 7 0 0 0 St o r a g e B a y D i s t ( f t ) 1 0 0 16 0 18 0 8 0 St o r a g e B l k T i m e ( % ) 33 28 18 6 Qu e u i n g P e n a l t y ( v e h ) 5 13 0 28 1 0 In t e r s e c t i o n : 7 : T a l m a g e R o a d & U . S . 1 0 1 S B R a m p s Mo v e m e n t WB N B S B Di r e c t i o n s S e r v e d T R R Ma x i m u m Q u e u e ( f t ) 24 2 4 2 1 1 9 2 Av e r a g e Q u e u e ( f t ) 7 1 6 0 1 0 1 9 95 t h Q u e u e ( f t ) 45 3 5 6 1 4 1 7 Li n k D i s t a n c e ( f t ) 34 7 1 0 1 9 1 1 7 4 Up s t r e a m B l k T i m e ( % ) 45 Qu e u i n g P e n a l t y ( v e h ) 0 St o r a g e B a y D i s t ( f t ) St o r a g e B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) In t e r s e c t i o n : 8 : T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s Mo v e m e n t NB N B Di r e c t i o n s S e r v e d L R Ma x i m u m Q u e u e ( f t ) 67 4 2 Av e r a g e Q u e u e ( f t ) 46 3 3 95 t h Q u e u e ( f t ) 74 5 4 Li n k D i s t a n c e ( f t ) 96 6 Up s t r e a m B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) St o r a g e B a y D i s t ( f t ) 20 St o r a g e B l k T i m e ( % ) 2 8 9 Qu e u i n g P e n a l t y ( v e h ) 1 5 1 2 Qu e u i n g a n d B l o c k i n g R e p o r t Ba s e l i n e p l u s P r o j e c t P M P e a k H o u r 6/ 2 1 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 2 In t e r s e c t i o n : 7 7 : T a l m a g e R o a d & U . S 1 0 1 S B O n - R a m p Mo v e m e n t EB E B W B W B Di r e c t i o n s S e r v e d T R L T Ma x i m u m Q u e u e ( f t ) 3 1 0 4 2 6 1 0 1 Av e r a g e Q u e u e ( f t ) 9 8 1 1 2 3 2 95 t h Q u e u e ( f t ) 36 7 7 3 6 1 2 6 Li n k D i s t a n c e ( f t ) 27 2 2 7 2 13 1 Up s t r e a m B l k T i m e ( % ) 1 2 Qu e u i n g P e n a l t y ( v e h ) 5 27 St o r a g e B a y D i s t ( f t ) 50 St o r a g e B l k T i m e ( % ) 0 5 Qu e u i n g P e n a l t y ( v e h ) 0 1 Zo n e S u m m a r y Zo n e w i d e Q u e u i n g P e n a l t y : 3 0 0 Qu e u i n g a n d B l o c k i n g R e p o r t Fu t u r e p l u s P r o j e c t P M P e a k H o u r 6/ 2 1 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 1 In t e r s e c t i o n : 6 : T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d Mo v e m e n t EB E B E B W B W B W B N B N B N B S B S B B 1 6 0 Di r e c t i o n s S e r v e d L T T R L T T R L L R L T R T Ma x i m u m Q u e u e ( f t ) 27 2 8 1 2 8 8 2 5 5 2 6 0 7 8 1 2 1 1 8 3 2 4 2 3 8 8 4 6 Av e r a g e Q u e u e ( f t ) 12 1 9 2 1 8 3 2 0 6 1 3 4 2 7 1 0 3 1 0 1 1 6 6 1 6 4 6 1 95 t h Q u e u e ( f t ) 39 3 4 6 3 6 3 2 9 1 3 2 2 1 0 1 1 3 4 2 2 2 2 6 8 4 7 9 3 1 2 Li n k D i s t a n c e ( f t ) 43 3 4 3 3 27 2 2 7 2 68 3 6 8 3 4 1 4 1 2 7 1 Up s t r e a m B l k T i m e ( % ) 01 0 4 4 1 4 Qu e u i n g P e n a l t y ( v e h ) 2 5 0 2 2 0 0 St o r a g e B a y D i s t ( f t ) 1 0 0 16 0 80 St o r a g e B l k T i m e ( % ) 33 21 24 9 Qu e u i n g P e n a l t y ( v e h ) 5 47 45 1 7 In t e r s e c t i o n : 7 : T a l m a g e R o a d & U . S . 1 0 1 S B R a m p s Mo v e m e n t EB W B N B S B Di r e c t i o n s S e r v e d T T R R Ma x i m u m Q u e u e ( f t ) 3 1 0 2 0 3 1 1 8 0 Av e r a g e Q u e u e ( f t ) 1 2 1 4 7 1 0 1 5 95 t h Q u e u e ( f t ) 5 1 4 2 4 2 1 4 2 5 Li n k D i s t a n c e ( f t ) 1 3 1 3 4 8 1 0 1 9 1 1 8 2 Up s t r e a m B l k T i m e ( % ) 39 Qu e u i n g P e n a l t y ( v e h ) 0 St o r a g e B a y D i s t ( f t ) St o r a g e B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) In t e r s e c t i o n : 8 : T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s Mo v e m e n t NB N B Di r e c t i o n s S e r v e d L R Ma x i m u m Q u e u e ( f t ) 76 4 8 Av e r a g e Q u e u e ( f t ) 47 2 9 95 t h Q u e u e ( f t ) 84 5 5 Li n k D i s t a n c e ( f t ) 96 6 Up s t r e a m B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) St o r a g e B a y D i s t ( f t ) 20 St o r a g e B l k T i m e ( % ) 2 4 6 Qu e u i n g P e n a l t y ( v e h ) 1 1 8 Qu e u i n g a n d B l o c k i n g R e p o r t Fu t u r e p l u s P r o j e c t P M P e a k H o u r 6/ 2 1 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 2 In t e r s e c t i o n : 7 7 : T a l m a g e R o a d & U . S 1 0 1 S B O n - R a m p Mo v e m e n t EB E B W B W B Di r e c t i o n s S e r v e d T R L T Ma x i m u m Q u e u e ( f t ) 1 1 7 7 2 9 9 6 Av e r a g e Q u e u e ( f t ) 3 5 1 1 4 2 1 95 t h Q u e u e ( f t ) 20 7 1 0 4 0 1 0 3 Li n k D i s t a n c e ( f t ) 27 2 2 7 2 13 1 Up s t r e a m B l k T i m e ( % ) 0 1 Qu e u i n g P e n a l t y ( v e h ) 1 15 St o r a g e B a y D i s t ( f t ) 50 St o r a g e B l k T i m e ( % ) 0 3 Qu e u i n g P e n a l t y ( v e h ) 3 1 Zo n e S u m m a r y Zo n e w i d e Q u e u i n g P e n a l t y : 1 8 2 Qu e u i n g a n d B l o c k i n g R e p o r t Ba s e l i n e P M P e a k H o u r ( M i t i g a t e d O p t i o n A ) 6/ 2 2 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 1 In t e r s e c t i o n : 6 : T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d Mo v e m e n t EB E B E B W B W B W B W B N B N B N B S B S B Di r e c t i o n s S e r v e d L T T R L L T T R L L R L T R Ma x i m u m Q u e u e ( f t ) 48 1 7 2 1 7 4 1 7 6 1 7 3 1 4 4 1 3 1 1 0 9 8 1 1 1 9 3 1 8 8 Av e r a g e Q u e u e ( f t ) 16 1 2 5 1 1 1 1 0 6 1 0 9 8 6 6 8 7 7 4 7 8 8 1 3 5 6 95 t h Q u e u e ( f t ) 64 2 0 0 1 9 3 1 8 7 1 8 3 1 6 6 1 5 0 1 2 4 8 4 1 3 9 4 3 1 0 7 Li n k D i s t a n c e ( f t ) 43 4 4 3 4 27 8 2 7 8 67 7 6 7 7 9 1 9 1 Up s t r e a m B l k T i m e ( % ) 5 Qu e u i n g P e n a l t y ( v e h ) 0 St o r a g e B a y D i s t ( f t ) 1 0 0 22 5 2 2 5 80 St o r a g e B l k T i m e ( % ) 18 0 11 2 Qu e u i n g P e n a l t y ( v e h ) 2 1 12 3 In t e r s e c t i o n : 8 : T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s Mo v e m e n t NB N B Di r e c t i o n s S e r v e d L R Ma x i m u m Q u e u e ( f t ) 69 4 2 Av e r a g e Q u e u e ( f t ) 45 2 9 95 t h Q u e u e ( f t ) 75 5 2 Li n k D i s t a n c e ( f t ) 96 6 Up s t r e a m B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) St o r a g e B a y D i s t ( f t ) 20 St o r a g e B l k T i m e ( % ) 2 0 7 Qu e u i n g P e n a l t y ( v e h ) 1 1 8 In t e r s e c t i o n : 7 7 : T a l m a g e R o a d & U S 1 0 1 S B R a m p s ( r e a l i g n e d ) Mo v e m e n t EB E B W B W B N B N B N B Di r e c t i o n s S e r v e d T T R L T L L R Ma x i m u m Q u e u e ( f t ) 2 5 0 2 3 4 5 1 1 5 4 2 5 5 2 0 3 8 5 Av e r a g e Q u e u e ( f t ) 1 5 7 1 1 7 2 6 9 1 1 9 5 1 4 3 5 6 95 t h Q u e u e ( f t ) 28 6 2 8 7 5 7 1 7 0 2 8 4 2 2 1 9 7 Li n k D i s t a n c e ( f t ) 27 8 2 7 8 12 6 73 1 Up s t r e a m B l k T i m e ( % ) 1 1 3 Qu e u i n g P e n a l t y ( v e h ) 2 5 11 St o r a g e B a y D i s t ( f t ) 50 80 0 30 0 St o r a g e B l k T i m e ( % ) 5 1 3 Qu e u i n g P e n a l t y ( v e h ) 20 3 Zo n e S u m m a r y Zo n e w i d e Q u e u i n g P e n a l t y : 7 8 Qu e u i n g a n d B l o c k i n g R e p o r t Fu t u r e P M ( M i t i g a t e d O p t i o n A ) 6/ 2 2 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 1 In t e r s e c t i o n : 6 : T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d Mo v e m e n t EB E B E B W B W B W B W B N B N B N B S B S B Di r e c t i o n s S e r v e d L T T R L L T T R L L R L T R Ma x i m u m Q u e u e ( f t ) 30 2 6 1 2 8 6 1 8 6 1 9 1 1 9 9 1 4 8 1 2 2 1 5 6 2 3 6 3 5 7 8 Av e r a g e Q u e u e ( f t ) 15 1 7 3 1 7 4 1 1 9 1 2 1 1 2 6 9 1 9 3 8 8 1 3 7 1 1 4 5 95 t h Q u e u e ( f t ) 39 3 0 3 3 2 2 2 0 7 2 2 0 2 2 6 1 6 4 1 4 0 1 9 0 2 4 5 4 0 1 0 1 Li n k D i s t a n c e ( f t ) 43 4 4 3 4 28 0 2 8 0 68 0 6 8 0 8 2 8 2 Up s t r e a m B l k T i m e ( % ) 0 0 0 2 Qu e u i n g P e n a l t y ( v e h ) 1 0 1 0 St o r a g e B a y D i s t ( f t ) 1 0 0 22 5 2 2 5 80 St o r a g e B l k T i m e ( % ) 28 1 1 21 1 0 Qu e u i n g P e n a l t y ( v e h ) 4 2 2 30 1 4 In t e r s e c t i o n : 8 : T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s Mo v e m e n t NB N B Di r e c t i o n s S e r v e d L R Ma x i m u m Q u e u e ( f t ) 67 4 0 Av e r a g e Q u e u e ( f t ) 47 2 2 95 t h Q u e u e ( f t ) 83 5 3 Li n k D i s t a n c e ( f t ) 96 7 Up s t r e a m B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) St o r a g e B a y D i s t ( f t ) 20 St o r a g e B l k T i m e ( % ) 2 4 4 Qu e u i n g P e n a l t y ( v e h ) 1 1 4 In t e r s e c t i o n : 7 7 : T a l m a g e R o a d & U S 1 0 1 S B R a m p s ( r e a l i g n e d ) Mo v e m e n t EB E B W B W B N B N B N B Di r e c t i o n s S e r v e d T T R L T L L R Ma x i m u m Q u e u e ( f t ) 2 5 9 2 5 6 4 0 1 3 6 2 4 8 2 0 6 1 1 3 Av e r a g e Q u e u e ( f t ) 1 9 6 1 5 4 2 5 8 0 1 7 6 1 3 8 6 7 95 t h Q u e u e ( f t ) 30 3 3 2 1 5 3 1 5 5 2 8 1 2 2 1 1 4 2 Li n k D i s t a n c e ( f t ) 28 0 2 8 0 12 7 1 0 9 7 Up s t r e a m B l k T i m e ( % ) 1 3 1 Qu e u i n g P e n a l t y ( v e h ) 4 1 3 6 St o r a g e B a y D i s t ( f t ) 50 80 0 30 0 St o r a g e B l k T i m e ( % ) 5 1 2 Qu e u i n g P e n a l t y ( v e h ) 21 3 Zo n e S u m m a r y Zo n e w i d e Q u e u i n g P e n a l t y : 1 1 5 Qu e u i n g a n d B l o c k i n g R e p o r t Ex i s t i n g p l u s P r o j e c t P M P e a k H o u r ( M i t i g a t e d O p t i o n A ) 6/ 2 2 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 1 In t e r s e c t i o n : 6 : T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d Mo v e m e n t EB E B E B W B W B W B W B N B N B N B S B S B Di r e c t i o n s S e r v e d L T T R L L T T R L L R L T R Ma x i m u m Q u e u e ( f t ) 27 1 6 5 1 9 2 1 7 7 1 8 7 1 4 6 1 1 4 1 0 1 1 1 9 2 6 1 2 1 7 2 Av e r a g e Q u e u e ( f t ) 12 1 4 4 1 6 6 1 5 1 1 6 2 1 1 9 8 3 9 4 8 2 2 0 4 1 1 5 3 95 t h Q u e u e ( f t ) 38 2 0 0 2 6 8 2 3 5 2 3 1 2 0 3 1 5 2 1 3 0 1 6 2 3 6 0 4 0 9 8 Li n k D i s t a n c e ( f t ) 43 4 4 3 4 27 8 2 7 8 67 7 6 7 7 9 8 9 8 Up s t r e a m B l k T i m e ( % ) 0 0 3 Qu e u i n g P e n a l t y ( v e h ) 0 2 0 St o r a g e B a y D i s t ( f t ) 1 0 0 22 5 2 2 5 80 St o r a g e B l k T i m e ( % ) 29 1 2 18 7 Qu e u i n g P e n a l t y ( v e h ) 3 2 3 23 9 In t e r s e c t i o n : 8 : T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s Mo v e m e n t EB N B N B Di r e c t i o n s S e r v e d T L R Ma x i m u m Q u e u e ( f t ) 4 6 4 3 8 Av e r a g e Q u e u e ( f t ) 1 4 6 3 3 95 t h Q u e u e ( f t ) 8 8 7 5 5 Li n k D i s t a n c e ( f t ) 2 7 1 9 6 6 Up s t r e a m B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) St o r a g e B a y D i s t ( f t ) 20 St o r a g e B l k T i m e ( % ) 23 7 Qu e u i n g P e n a l t y ( v e h ) 9 8 In t e r s e c t i o n : 7 7 : T a l m a g e R o a d & U S 1 0 1 S B R a m p s ( r e a l i g n e d ) Mo v e m e n t EB E B W B W B B 7 N B N B N B Di r e c t i o n s S e r v e d T T R L T T L L R Ma x i m u m Q u e u e ( f t ) 2 2 7 2 5 3 4 2 1 5 0 9 4 4 1 3 1 2 9 4 Av e r a g e Q u e u e ( f t ) 2 4 1 2 2 6 1 9 1 0 8 2 4 5 3 2 4 1 6 4 95 t h Q u e u e ( f t ) 29 1 3 7 7 5 9 1 8 7 2 0 6 8 8 4 3 0 1 2 8 Li n k D i s t a n c e ( f t ) 27 8 2 7 8 12 6 3 5 8 73 1 Up s t r e a m B l k T i m e ( % ) 4 8 3 1 Qu e u i n g P e n a l t y ( v e h ) 1 9 3 4 9 0 St o r a g e B a y D i s t ( f t ) 50 80 0 30 0 St o r a g e B l k T i m e ( % ) 2 1 7 1 0 Qu e u i n g P e n a l t y ( v e h ) 6 3 3 1 Zo n e S u m m a r y Zo n e w i d e Q u e u i n g P e n a l t y : 1 3 3 Qu e u i n g a n d B l o c k i n g R e p o r t Ba s e l i n e P M p l u s P r o j e c t ( M i t i g a t e d O p t i o n A ) 6/ 2 2 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 1 In t e r s e c t i o n : 6 : T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d Mo v e m e n t EB E B E B W B W B W B W B N B N B N B S B S B Di r e c t i o n s S e r v e d L T T R L L T T R L L R L T R Ma x i m u m Q u e u e ( f t ) 47 1 7 7 2 4 6 2 4 2 2 5 2 2 5 4 1 3 3 1 1 5 1 7 0 2 7 1 2 4 8 3 Av e r a g e Q u e u e ( f t ) 18 1 1 6 1 4 4 1 8 8 2 0 3 1 3 5 7 1 9 6 1 0 3 1 6 1 6 5 0 95 t h Q u e u e ( f t ) 68 1 9 2 2 7 5 2 7 5 2 9 5 3 0 3 1 4 9 1 3 2 2 2 6 3 7 0 2 6 1 0 9 Li n k D i s t a n c e ( f t ) 43 4 4 3 4 27 8 2 7 8 67 7 6 7 7 9 8 9 8 Up s t r e a m B l k T i m e ( % ) 1 2 5 Qu e u i n g P e n a l t y ( v e h ) 0 1 3 0 St o r a g e B a y D i s t ( f t ) 1 0 0 22 5 2 2 5 80 St o r a g e B l k T i m e ( % ) 14 4 5 0 22 7 Qu e u i n g P e n a l t y ( v e h ) 2 8 1 2 1 34 1 1 In t e r s e c t i o n : 8 : T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s Mo v e m e n t NB N B Di r e c t i o n s S e r v e d L R Ma x i m u m Q u e u e ( f t ) 69 4 7 Av e r a g e Q u e u e ( f t ) 44 2 9 95 t h Q u e u e ( f t ) 74 5 9 Li n k D i s t a n c e ( f t ) 96 6 Up s t r e a m B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) St o r a g e B a y D i s t ( f t ) 20 St o r a g e B l k T i m e ( % ) 2 5 9 Qu e u i n g P e n a l t y ( v e h ) 1 4 1 3 In t e r s e c t i o n : 7 7 : T a l m a g e R o a d & U S 1 0 1 S B R a m p s ( r e a l i g n e d ) Mo v e m e n t EB E B W B W B N B N B N B Di r e c t i o n s S e r v e d T T R L T L L R Ma x i m u m Q u e u e ( f t ) 2 7 1 2 8 2 4 4 1 6 0 5 0 8 4 1 8 1 3 5 Av e r a g e Q u e u e ( f t ) 2 1 3 1 9 2 1 8 1 0 2 3 7 1 2 5 1 7 5 95 t h Q u e u e ( f t ) 30 5 3 3 8 5 2 1 8 3 6 4 0 5 5 8 1 6 4 Li n k D i s t a n c e ( f t ) 27 8 2 7 8 12 6 73 1 Up s t r e a m B l k T i m e ( % ) 2 2 3 1 0 Qu e u i n g P e n a l t y ( v e h ) 1 4 1 1 14 0 0 St o r a g e B a y D i s t ( f t ) 50 80 0 30 0 St o r a g e B l k T i m e ( % ) 5 1 6 1 1 Qu e u i n g P e n a l t y ( v e h ) 22 4 4 3 Zo n e S u m m a r y Zo n e w i d e Q u e u i n g P e n a l t y : 1 8 1 Qu e u i n g a n d B l o c k i n g R e p o r t Fu t u r e P M p l u s P r o j e c t ( M i t i g a t e d O p t i o n A ) 6/ 2 2 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 1 In t e r s e c t i o n : 6 : T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d Mo v e m e n t EB E B E B W B W B W B W B N B N B N B S B S B Di r e c t i o n s S e r v e d L T T R L L T T R L L R L T R Ma x i m u m Q u e u e ( f t ) 51 2 4 1 3 5 4 2 1 9 2 4 4 2 7 9 1 4 7 1 2 0 3 4 1 4 7 5 3 2 8 3 Av e r a g e Q u e u e ( f t ) 16 1 5 9 2 2 8 1 8 6 1 9 9 1 9 1 9 6 9 9 1 5 2 3 1 7 1 5 5 1 95 t h Q u e u e ( f t ) 70 2 5 7 3 7 9 2 7 4 2 9 5 3 4 6 1 6 0 1 3 7 4 0 9 5 9 1 4 5 9 9 Li n k D i s t a n c e ( f t ) 43 4 4 3 4 28 0 2 8 0 66 8 6 6 8 3 5 3 5 Up s t r e a m B l k T i m e ( % ) 1 2 7 7 3 5 Qu e u i n g P e n a l t y ( v e h ) 3 0 3 7 0 0 St o r a g e B a y D i s t ( f t ) 1 0 0 22 5 2 2 5 80 St o r a g e B l k T i m e ( % ) 21 8 9 22 9 Qu e u i n g P e n a l t y ( v e h ) 3 19 2 1 42 1 6 In t e r s e c t i o n : 6 : T a l m a g e R o a d & A i r p o r t P a r k B o u l e v a r d Mo v e m e n t B1 6 0 Di r e c t i o n s S e r v e d T Ma x i m u m Q u e u e ( f t ) 4 Av e r a g e Q u e u e ( f t ) 1 95 t h Q u e u e ( f t ) 8 Li n k D i s t a n c e ( f t ) 2 7 1 Up s t r e a m B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) St o r a g e B a y D i s t ( f t ) St o r a g e B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) In t e r s e c t i o n : 8 : T a l m a g e R o a d & U . S . 1 0 1 N B R a m p s Mo v e m e n t EB N B N B Di r e c t i o n s S e r v e d TR L R Ma x i m u m Q u e u e ( f t ) 23 1 2 3 4 5 Av e r a g e Q u e u e ( f t ) 7 8 3 3 3 95 t h Q u e u e ( f t ) 35 1 4 9 5 8 Li n k D i s t a n c e ( f t ) 25 5 9 6 5 Up s t r e a m B l k T i m e ( % ) Qu e u i n g P e n a l t y ( v e h ) St o r a g e B a y D i s t ( f t ) 20 St o r a g e B l k T i m e ( % ) 54 6 Qu e u i n g P e n a l t y ( v e h ) 24 9 Qu e u i n g a n d B l o c k i n g R e p o r t Fu t u r e P M p l u s P r o j e c t ( M i t i g a t e d O p t i o n A ) 6/ 2 2 / 2 0 1 2 Uk i a h C o s t c o E I R Si m T r a f f i c R e p o r t W- T r a n s Pa g e 2 In t e r s e c t i o n : 7 7 : T a l m a g e R o a d & U S 1 0 1 S B R a m p s ( r e a l i g n e d ) Mo v e m e n t EB E B E B W B W B B 7 N B N B N B Di r e c t i o n s S e r v e d T T R L T T L L R Ma x i m u m Q u e u e ( f t ) 2 7 3 2 6 4 7 2 5 8 1 2 0 2 5 4 4 5 2 9 1 1 4 4 Av e r a g e Q u e u e ( f t ) 2 2 8 2 0 4 1 8 2 8 8 7 6 3 4 7 2 0 8 8 2 95 t h Q u e u e ( f t ) 31 5 3 4 7 1 1 1 7 0 1 8 9 5 1 6 0 1 4 2 6 2 1 9 Li n k D i s t a n c e ( f t ) 28 0 2 8 0 2 8 0 12 7 3 4 5 1 0 8 4 Up s t r e a m B l k T i m e ( % ) 2 3 4 Qu e u i n g P e n a l t y ( v e h ) 9 1 1 20 St o r a g e B a y D i s t ( f t ) 50 80 0 30 0 St o r a g e B l k T i m e ( % ) 8 1 7 7 Qu e u i n g P e n a l t y ( v e h ) 35 4 35 Zo n e S u m m a r y Zo n e w i d e Q u e u i n g P e n a l t y : 2 8 8 Costco DEIR Traffic & Circulation Report for the City of Ukiah June 2012 Appendix B Collision Rate Calculations Date of Count: Thursday, February 11, 2010 Number of Collisions: 18 Number of Injuries: 10 Number of Fatalities: 0 ADT: 17800 Start Date: End Date: Number of Years: 5 Intersection Type: FOUR-LEGGED Control Type: SIGNALS Area: URBAN 18x 17,800x x5 Study Intersection 0.55c/mve Statewide Average* 0.43c/mve c/mve = collisions per million vehicles entering intersection * 2007 Collision Data on California State Highways , Caltrans Date of Count: Thursday, February 11, 2010 Number of Collisions: 8 Number of Injuries: 5 Number of Fatalities: 0 ADT: 24500 Start Date: End Date: Number of Years: 5 Intersection Type: FOUR-LEGGED Control Type: SIGNALS Area: URBAN 8x 24,500x x5 Study Intersection 0.18c/mve Statewide Average* 0.43c/mve c/mve = collisions per million vehicles entering intersection * 2007 Collision Data on California State Highways , Caltrans ADT = average daily total vehicles entering intersection (adjusted for seasonal & weekday changes) NUMBER OF COLLISIONS x 1 MILLION ADT x 365 DAYS PER YEAR x NUMBER OF YEARS collision rate = 1,000,000 0.0%62.5% 0.4%43.9% collision rate = Collision Rate Fatality RateInjury Rate 365 December 31, 2010 January 1, 2006 NUMBER OF COLLISIONS x 1 MILLION ADT = average daily total vehicles entering intersection (adjusted for seasonal & weekday changes) 55.6% 43.9% South State Street & Gobbi Street 0.4% INTERSECTION COLLISION RATE CALCULATIONS January 1, 2006 December 31, 2010 Costco EIR for the City of Ukiah 1: collision rate = ADT x 365 DAYS PER YEAR x NUMBER OF YEARS 0.0% Collision Rate Injury RateFatality Rate 1,000,000collision rate = 365 Intersection #South State Street & Mill Street Intersection #2: Whitlock & Weinberger Transportation, Inc. 1/12/2012 Page 1 of 5 Date of Count: Wednesday, February 17, 2010 Number of Collisions: 13 Number of Injuries: 6 Number of Fatalities: 0 ADT: 19900 Start Date: End Date: Number of Years: 5 Intersection Type: TEE Control Type: SIGNALS Area: URBAN 13x 19,900x x5 Study Intersection 0.36c/mve Statewide Average* 0.28c/mve c/mve = collisions per million vehicles entering intersection * 2007 Collision Data on California State Highways , Caltrans Date of Count: Thursday, February 11, 2010 Number of Collisions: 4 Number of Injuries: 0 Number of Fatalities: 0 ADT: 18300 Start Date: End Date: Number of Years: 5 Intersection Type: FOUR-LEGGED Control Type: SIGNALS Area: URBAN 4x 18,300x x5 Study Intersection 0.12c/mve Statewide Average* 0.43c/mve c/mve = collisions per million vehicles entering intersection * 2007 Collision Data on California State Highways , Caltrans ADT = average daily total vehicles entering intersection (adjusted for seasonal & weekday changes) Fatality RateInjury Rate January 1, 2006 collision rate = 1,000,000 365 ADT x 365 DAYS PER YEAR x NUMBER OF YEARS 43.9% INTERSECTION COLLISION RATE CALCULATIONS ADT = average daily total vehicles entering intersection (adjusted for seasonal & weekday changes) 0.4% 0.0%0.0% Collision Rate 1,000,000 365 Collision Rate Fatality RateInjury Rate 0.0% collision rate = 46.2% 0.4%43.3% December 31, 2010 NUMBER OF COLLISIONS x 1 MILLION Intersection #4: South State Street & Hastings Avenue ADT x 365 DAYS PER YEAR x NUMBER OF YEARS December 31, 2010 collision rate = Costco EIR for the City of Ukiah Intersection #3: South State Street & Talmage Road collision rate = NUMBER OF COLLISIONS x 1 MILLION January 1, 2006 Whitlock & Weinberger Transportation, Inc. 1/12/2012 Page 2 of 5 Date of Count: Thursday, February 11, 2010 Number of Collisions: 6 Number of Injuries: 2 Number of Fatalities: 0 ADT: 18000 Start Date: End Date: Number of Years: 5 Intersection Type: FOUR-LEGGED Control Type: STOP & YIELD SIGNS Area: URBAN 6x 18,000x x5 Study Intersection 0.18c/mve Statewide Average* 0.22c/mve c/mve = collisions per million vehicles entering intersection * 2007 Collision Data on California State Highways , Caltrans Date of Count: Wednesday, February 10, 2010 Number of Collisions: 9 Number of Injuries: 5 Number of Fatalities: 0 ADT: 24700 Start Date: End Date: Number of Years: 5 Intersection Type: FOUR-LEGGED Control Type: SIGNALS Area: URBAN 9x 24,700x x5 Study Intersection 0.20c/mve Statewide Average* 0.43c/mve c/mve = collisions per million vehicles entering intersection * 2007 Collision Data on California State Highways , Caltrans 43.9% ADT = average daily total vehicles entering intersection (adjusted for seasonal & weekday changes) collision rate = 1,000,000 365 ADT = average daily total vehicles entering intersection (adjusted for seasonal & weekday changes) Collision Rate 0.4% collision rate = NUMBER OF COLLISIONS x 1 MILLION ADT x 365 DAYS PER YEAR x NUMBER OF YEARS Fatality RateInjury Rate 0.0%55.6% January 1, 2006 December 31, 2010 Collision Rate Fatality RateInjury Rate 0.0%33.3% Intersection #6: Talmage Road & Airport Park Boulevard 0.7%42.2% collision rate = NUMBER OF COLLISIONS x 1 MILLION ADT x 365 DAYS PER YEAR x NUMBER OF YEARS collision rate = 1,000,000 365 January 1, 2006 December 31, 2010 Intersection #5: Talmage Road & Waugh Lane INTERSECTION COLLISION RATE CALCULATIONS Costco EIR for the City of Ukiah Whitlock & Weinberger Transportation, Inc. 1/12/2012 Page 3 of 5 Date of Count: Thursday, February 11, 2010 Number of Collisions: 2 Number of Injuries: 0 Number of Fatalities: 0 ADT: 21500 Start Date: End Date: Number of Years: 5 Intersection Type: TEE Control Type: STOP & YIELD SIGNS Area: URBAN 2x 21,500x x5 Study Intersection 0.05c/mve Statewide Average* 0.14c/mve c/mve = collisions per million vehicles entering intersection * 2007 Collision Data on California State Highways , Caltrans Date of Count: Thursday, February 11, 2010 Number of Collisions: 1 Number of Injuries: 1 Number of Fatalities: 0 ADT: 17200 Start Date: End Date: Number of Years: 5 Intersection Type: TEE Control Type: STOP & YIELD SIGNS Area: URBAN 1x 17,200x x5 Study Intersection 0.03c/mve Statewide Average* 0.14c/mve c/mve = collisions per million vehicles entering intersection * 2007 Collision Data on California State Highways , Caltrans 0.8%42.4% ADT = average daily total vehicles entering intersection (adjusted for seasonal & weekday changes) Collision Rate Fatality RateInjury Rate 0.0%100.0% NUMBER OF COLLISIONS x 1 MILLION ADT x 365 DAYS PER YEAR x NUMBER OF YEARS collision rate = 1,000,000 365 collision rate = January 1, 2006 December 31, 2010 Intersection #8: Talmage Road & US 101 Northbound Off-Ramp 0.8%42.4% ADT = average daily total vehicles entering intersection (adjusted for seasonal & weekday changes) Collision Rate Fatality RateInjury Rate 0.0%0.0% NUMBER OF COLLISIONS x 1 MILLION ADT x 365 DAYS PER YEAR x NUMBER OF YEARS collision rate = 1,000,000 365 collision rate = January 1, 2006 December 31, 2010 Intersection #7: Talmage Road & US 101 Southbound Off-Ramp INTERSECTION COLLISION RATE CALCULATIONS Costco EIR for the City of Ukiah Whitlock & Weinberger Transportation, Inc. 1/12/2012 Page 4 of 5 Date of Count: Thursday, February 11, 2010 Number of Collisions: 3 Number of Injuries: 5 Number of Fatalities: 0 ADT: 10500 Start Date: End Date: Number of Years: 5 Intersection Type: FOUR-LEGGED Control Type: STOP & YIELD SIGNS Area: URBAN 3x 10,500x x5 Study Intersection 0.16c/mve Statewide Average* 0.22c/mve c/mve = collisions per million vehicles entering intersection * 2007 Collision Data on California State Highways , Caltrans Date of Count: Wednesday, February 10, 2010 Number of Collisions: 5 Number of Injuries: 3 Number of Fatalities: 0 ADT: 11400 Start Date: End Date: Number of Years: 5 Intersection Type: FOUR-LEGGED Control Type: 4 WAY STOP Area: URBAN 5x 11,400x x5 Study Intersection 0.24c/mve Statewide Average* 0.41c/mve c/mve = collisions per million vehicles entering intersection * 2007 Collision Data on California State Highways , Caltrans 0.5%45.0% ADT = average daily total vehicles entering intersection (adjusted for seasonal & weekday changes) Collision Rate Fatality RateInjury Rate 0.0%60.0% NUMBER OF COLLISIONS x 1 MILLION ADT x 365 DAYS PER YEAR x NUMBER OF YEARS collision rate = 1,000,000 365 collision rate = January 1, 2006 December 31, 2010 Intersection #10: Airport Park Boulevard & Commerce Drive 0.7%42.2% ADT = average daily total vehicles entering intersection (adjusted for seasonal & weekday changes) Collision Rate Fatality RateInjury Rate 0.0%166.7% NUMBER OF COLLISIONS x 1 MILLION ADT x 365 DAYS PER YEAR x NUMBER OF YEARS collision rate = 1,000,000 365 collision rate = January 1, 2006 December 31, 2010 INTERSECTION COLLISION RATE CALCULATIONS Costco EIR for the City of Ukiah Intersection #9: Talmage Road & Hastings Frontage Road Whitlock & Weinberger Transportation, Inc. 1/12/2012 Page 5 of 5 Costco DEIR Traffic & Circulation Report for the City of Ukiah June 2012 Appendix C Freeway Level of Service Calculations BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t CH Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 N o r t h b o u n d Ag e n c y o r C o m p a n y W- T r a n s Fr o m / T o So u t h S t a t e S t t o T a l m a g e Rd Da t e P e r f o r m e d 2/ 8 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l ysi s T i m e P e r i o d PM P e a k H o u r Ana l ysi s Y e a r Ex i s t i n g Pr o j e c t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 67 6 v e h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 A A D T v e h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1/ [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S i d e L a t . C l e a r a n c e 6. 0 ft Nu m b e r o f L a n e s , N 2 To t a l R a m p D e n s i t y , T R D 0. 7 3 ra m p s / m i FF S ( m e a s u r e d ) m p h Ba s e f r e e - f l o w S p e e d , BF F S 75 . 4 mp h f LW 0. 0 mp h f LC 0. 0 mp h T R D A d j u s t m e n t 2. 5 mp h F F S 72 . 9 mp h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) 37 2 pc / h / l n S 75 . 0 mp h D = v p / S 5. 0 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) pc / h / l n S m p h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w sp e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 2 f LW - E x h i b i t 1 1 - 8 ET - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 1 , 1 1 - 1 3 f LC - E x h i b i t 1 1 - 9 fp - P a g e 1 1 - 1 8 T R D - P a g e 1 1 - 1 1 LO S , S , F F S , v p - E x h i b i t s 1 1 - 2 , 11 - 3 Co p y r i g h t © 2 0 1 0 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S 2 0 1 0 TM V e r s i o n 6 . 2 Ge n e r a t e d : 2 / 8 / 2 0 1 2 1 2 : 1 5 P M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 2/ 8 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ C h e l m e r \ L o c a l S e t t i n gs\ T e m p\f 2 k 8 6 . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t CH Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 S o u t h b o u n d Ag e n c y o r C o m p a n y W- T r a n s Fr o m / T o So u t h S t a t e S t t o T a l m a g e Rd Da t e P e r f o r m e d 2/ 8 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l ysi s T i m e P e r i o d PM P e a k H o u r Ana l ysi s Y e a r Ex i s t i n g Pr o j e c t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 66 9 v e h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 A A D T v e h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1/ [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S i d e L a t . C l e a r a n c e 6. 0 ft Nu m b e r o f L a n e s , N 2 To t a l R a m p D e n s i t y , T R D 0. 7 3 ra m p s / m i FF S ( m e a s u r e d ) m p h Ba s e f r e e - f l o w S p e e d , BF F S 75 . 4 mp h f LW 0. 0 mp h f LC 0. 0 mp h T R D A d j u s t m e n t 2. 5 mp h F F S 72 . 9 mp h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) 36 8 pc / h / l n S 75 . 0 mp h D = v p / S 4. 9 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) pc / h / l n S m p h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w sp e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 2 f LW - E x h i b i t 1 1 - 8 ET - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 1 , 1 1 - 1 3 f LC - E x h i b i t 1 1 - 9 fp - P a g e 1 1 - 1 8 T R D - P a g e 1 1 - 1 1 LO S , S , F F S , v p - E x h i b i t s 1 1 - 2 , 11 - 3 Co p y r i g h t © 2 0 1 0 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S 2 0 1 0 TM V e r s i o n 6 . 2 Ge n e r a t e d : 2 / 8 / 2 0 1 2 1 2 : 2 0 P M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 2/ 8 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ C h e l m e r \ L o c a l S e t t i n gs\ T e m p\f 2 k 8 D . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l yst CH Hi ghw a y/D i r e c t i o n o f T r a v e l US 1 0 1 N o r t h b o u n d Ag en c y o r C o m p a n y W- T r a n s Fr o m / T o Ta l m a g e R d t o E G o b b i S t Da t e P e r f o r m e d 2/ 8 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Ex i s t i n g Pr o j e c t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 12 7 9 v e h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 A A D T v e h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1/ [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S i d e L a t . C l e a r a n c e 6. 0 ft Nu m b e r o f L a n e s , N 2 To t a l R a m p D e n s i t y , T R D 1. 8 7 ra m p s / m i FF S ( m e a s u r e d ) m p h Ba s e f r e e - f l o w S p e e d , BF F S 75 . 4 mp h f LW 0. 0 mp h f LC 0. 0 mp h T R D A d j u s t m e n t 5. 4 mp h F F S 70 . 0 mp h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) 70 4 pc / h / l n S 70 . 0 mp h D = v p / S 10 . 1 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) pc / h / l n S m p h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w sp e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 2 f LW - E x h i b i t 1 1 - 8 ET - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 1 , 1 1 - 1 3 f LC - E x h i b i t 1 1 - 9 fp - P a g e 1 1 - 1 8 T R D - P a g e 1 1 - 1 1 LO S , S , F F S , v p - E x h i b i t s 1 1 - 2 , 11 - 3 Co p y r i g h t © 2 0 1 0 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S 2 0 1 0 TM V e r s i o n 6 . 2 Ge n e r a t e d : 2 / 8 / 2 0 1 2 1 2 : 3 5 P M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 2/ 8 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ C h e l m e r \ L o c a l S e t t i n gs\ T e m p\f 2 k D 2 . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l yst CH Hi ghw a y/D i r e c t i o n o f T r a v e l US 1 0 1 S o u t h b o u n d Ag en c y o r C o m p a n y W- T r a n s Fr o m / T o Ta l m a g e R d t o E G o b b i S t Da t e P e r f o r m e d 2/ 8 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Ex i s t i n g Pr o j e c t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 12 6 6 v e h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 A A D T v e h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1/ [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S i d e L a t . C l e a r a n c e 6. 0 ft Nu m b e r o f L a n e s , N 2 To t a l R a m p D e n s i t y , T R D 1. 8 7 ra m p s / m i FF S ( m e a s u r e d ) m p h Ba s e f r e e - f l o w S p e e d , BF F S 75 . 4 mp h f LW 0. 0 mp h f LC 0. 0 mp h T R D A d j u s t m e n t 5. 4 mp h F F S 70 . 0 mp h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) 69 7 pc / h / l n S 70 . 0 mp h D = v p / S 10 . 0 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) pc / h / l n S m p h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w sp e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 2 f LW - E x h i b i t 1 1 - 8 ET - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 1 , 1 1 - 1 3 f LC - E x h i b i t 1 1 - 9 fp - P a g e 1 1 - 1 8 T R D - P a g e 1 1 - 1 1 LO S , S , F F S , v p - E x h i b i t s 1 1 - 2 , 11 - 3 Co p y r i g h t © 2 0 1 0 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S 2 0 1 0 TM V e r s i o n 6 . 2 Ge n e r a t e d : 2 / 8 / 2 0 1 2 1 2 : 3 6 P M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 2/ 8 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ C h e l m e r \ L o c a l S e t t i n gs\ T e m p\f 2 k D 8 . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t CH Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 N o r t h b o u n d Ag e n c y o r C o m p a n y W- T r a n s Fr o m / T o So u t h S t a t e S t t o T a l m a g e Rd Da t e P e r f o r m e d 2/ 8 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l ysi s T i m e P e r i o d PM P e a k H o u r Ana l ysi s Y e a r Ex i s t i n g + P r o j e c t Pr o j e c t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 70 2 v e h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 A A D T v e h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1/ [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S i d e L a t . C l e a r a n c e 6. 0 ft Nu m b e r o f L a n e s , N 2 To t a l R a m p D e n s i t y , T R D 0. 7 3 ra m p s / m i FF S ( m e a s u r e d ) m p h Ba s e f r e e - f l o w S p e e d , BF F S 75 . 4 mp h f LW 0. 0 mp h f LC 0. 0 mp h T R D A d j u s t m e n t 2. 5 mp h F F S 72 . 9 mp h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) 38 6 pc / h / l n S 75 . 0 mp h D = v p / S 5. 1 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) pc / h / l n S m p h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w sp e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 2 f LW - E x h i b i t 1 1 - 8 ET - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 1 , 1 1 - 1 3 f LC - E x h i b i t 1 1 - 9 fp - P a g e 1 1 - 1 8 T R D - P a g e 1 1 - 1 1 LO S , S , F F S , v p - E x h i b i t s 1 1 - 2 , 11 - 3 Co p y r i g h t © 2 0 1 0 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S 2 0 1 0 TM V e r s i o n 6 . 2 Ge n e r a t e d : 2 / 8 / 2 0 1 2 1 2 : 2 2 P M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 2/ 8 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ C h e l m e r \ L o c a l S e t t i n gs\ T e m p\f 2 k 9 3 . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t CH Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 S o u t h b o u n d Ag e n c y o r C o m p a n y W- T r a n s Fr o m / T o So u t h S t a t e S t t o T a l m a g e Rd Da t e P e r f o r m e d 2/ 8 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l ysi s T i m e P e r i o d PM P e a k H o u r Ana l ysi s Y e a r Ex i s t i n g + P r o j e c t Pr o j e c t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 69 6 v e h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 A A D T v e h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1/ [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S i d e L a t . C l e a r a n c e 6. 0 ft Nu m b e r o f L a n e s , N 2 To t a l R a m p D e n s i t y , T R D 0. 7 3 ra m p s / m i FF S ( m e a s u r e d ) m p h Ba s e f r e e - f l o w S p e e d , BF F S 75 . 4 mp h f LW 0. 0 mp h f LC 0. 0 mp h T R D A d j u s t m e n t 2. 5 mp h F F S 72 . 9 mp h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) 38 3 pc / h / l n S 75 . 0 mp h D = v p / S 5. 1 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) pc / h / l n S m p h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w sp e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 2 f LW - E x h i b i t 1 1 - 8 ET - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 1 , 1 1 - 1 3 f LC - E x h i b i t 1 1 - 9 fp - P a g e 1 1 - 1 8 T R D - P a g e 1 1 - 1 1 LO S , S , F F S , v p - E x h i b i t s 1 1 - 2 , 11 - 3 Co p y r i g h t © 2 0 1 0 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S 2 0 1 0 TM V e r s i o n 6 . 2 Ge n e r a t e d : 2 / 8 / 2 0 1 2 1 2 : 2 3 P M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 2/ 8 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ C h e l m e r \ L o c a l S e t t i n gs\ T e m p\f 2 k 9 9 . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l yst CH Hi ghw a y/D i r e c t i o n o f T r a v e l US 1 0 1 N o r t h b o u n d Ag en c y o r C o m p a n y W- T r a n s Fr o m / T o Ta l m a g e R d t o E G o b b i S t Da t e P e r f o r m e d 2/ 8 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Ex i s t i n g + P r o j e c t Pr o j e c t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 13 9 4 v e h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 A A D T v e h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1/ [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S i d e L a t . C l e a r a n c e 6. 0 ft Nu m b e r o f L a n e s , N 2 To t a l R a m p D e n s i t y , T R D 1. 8 7 ra m p s / m i FF S ( m e a s u r e d ) m p h Ba s e f r e e - f l o w S p e e d , BF F S 75 . 4 mp h f LW 0. 0 mp h f LC 0. 0 mp h T R D A d j u s t m e n t 5. 4 mp h F F S 70 . 0 mp h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) 76 7 pc / h / l n S 70 . 0 mp h D = v p / S 11 . 0 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) pc / h / l n S m p h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w sp e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 2 f LW - E x h i b i t 1 1 - 8 ET - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 1 , 1 1 - 1 3 f LC - E x h i b i t 1 1 - 9 fp - P a g e 1 1 - 1 8 T R D - P a g e 1 1 - 1 1 LO S , S , F F S , v p - E x h i b i t s 1 1 - 2 , 11 - 3 Co p y r i g h t © 2 0 1 0 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S 2 0 1 0 TM V e r s i o n 6 . 2 Ge n e r a t e d : 2 / 8 / 2 0 1 2 1 2 : 3 7 P M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 2/ 8 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ C h e l m e r \ L o c a l S e t t i n gs\ T e m p\f 2 k D E . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l yst CH Hi ghw a y/D i r e c t i o n o f T r a v e l US 1 0 1 S o u t h b o u n d Ag en c y o r C o m p a n y W- T r a n s Fr o m / T o Ta l m a g e R d t o E G o b b i S t Da t e P e r f o r m e d 2/ 8 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Ex i s t i n g + P r o j e c t Pr o j e c t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 13 7 7 v e h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 A A D T v e h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1/ [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S i d e L a t . C l e a r a n c e 6. 0 ft Nu m b e r o f L a n e s , N 2 To t a l R a m p D e n s i t y , T R D 1. 8 7 ra m p s / m i FF S ( m e a s u r e d ) m p h Ba s e f r e e - f l o w S p e e d , BF F S 75 . 4 mp h f LW 0. 0 mp h f LC 0. 0 mp h T R D A d j u s t m e n t 5. 4 mp h F F S 70 . 0 mp h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) 75 8 pc / h / l n S 70 . 0 mp h D = v p / S 10 . 8 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) pc / h / l n S m p h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w sp e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 2 f LW - E x h i b i t 1 1 - 8 ET - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 1 , 1 1 - 1 3 f LC - E x h i b i t 1 1 - 9 fp - P a g e 1 1 - 1 8 T R D - P a g e 1 1 - 1 1 LO S , S , F F S , v p - E x h i b i t s 1 1 - 2 , 11 - 3 Co p y r i g h t © 2 0 1 0 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S 2 0 1 0 TM V e r s i o n 6 . 2 Ge n e r a t e d : 2 / 8 / 2 0 1 2 1 2 : 3 8 P M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 2/ 8 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ C h e l m e r \ L o c a l S e t t i n gs\ T e m p\f 2 k E 4 . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t CH Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 N o r t h b o u n d Ag e n c y o r C o m p a n y W- T r a n s Fr o m / T o So u t h S t a t e S t t o T a l m a g e Rd Da t e P e r f o r m e d 2/ 8 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l ysi s T i m e P e r i o d PM P e a k H o u r Ana l ysi s Y e a r Ba s e l i n e Pr o j e c t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 69 1 v e h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 A A D T v e h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1/ [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S i d e L a t . C l e a r a n c e 6. 0 ft Nu m b e r o f L a n e s , N 2 To t a l R a m p D e n s i t y , T R D 0. 7 3 ra m p s / m i FF S ( m e a s u r e d ) m p h Ba s e f r e e - f l o w S p e e d , BF F S 75 . 4 mp h f LW 0. 0 mp h f LC 0. 0 mp h T R D A d j u s t m e n t 2. 5 mp h F F S 72 . 9 mp h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) 38 0 pc / h / l n S 75 . 0 mp h D = v p / S 5. 1 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) pc / h / l n S m p h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w sp e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 2 f LW - E x h i b i t 1 1 - 8 ET - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 1 , 1 1 - 1 3 f LC - E x h i b i t 1 1 - 9 fp - P a g e 1 1 - 1 8 T R D - P a g e 1 1 - 1 1 LO S , S , F F S , v p - E x h i b i t s 1 1 - 2 , 11 - 3 Co p y r i g h t © 2 0 1 0 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S 2 0 1 0 TM V e r s i o n 6 . 2 Ge n e r a t e d : 2 / 8 / 2 0 1 2 1 2 : 2 5 P M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 2/ 8 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ C h e l m e r \ L o c a l S e t t i n gs\ T e m p\f 2 k 9 F . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t CH Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 S o u t h b o u n d Ag e n c y o r C o m p a n y W- T r a n s Fr o m / T o So u t h S t a t e S t t o T a l m a g e Rd Da t e P e r f o r m e d 2/ 8 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l ysi s T i m e P e r i o d PM P e a k H o u r Ana l ysi s Y e a r Ba s e l i n e Pr o j e c t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 68 2 v e h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 A A D T v e h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1/ [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S i d e L a t . C l e a r a n c e 6. 0 ft Nu m b e r o f L a n e s , N 2 To t a l R a m p D e n s i t y , T R D 0. 7 3 ra m p s / m i FF S ( m e a s u r e d ) m p h Ba s e f r e e - f l o w S p e e d , BF F S 75 . 4 mp h f LW 0. 0 mp h f LC 0. 0 mp h T R D A d j u s t m e n t 2. 5 mp h F F S 72 . 9 mp h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) 37 5 pc / h / l n S 75 . 0 mp h D = v p / S 5. 0 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) pc / h / l n S m p h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w sp e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 2 f LW - E x h i b i t 1 1 - 8 ET - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 1 , 1 1 - 1 3 f LC - E x h i b i t 1 1 - 9 fp - P a g e 1 1 - 1 8 T R D - P a g e 1 1 - 1 1 LO S , S , F F S , v p - E x h i b i t s 1 1 - 2 , 11 - 3 Co p y r i g h t © 2 0 1 0 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S 2 0 1 0 TM V e r s i o n 6 . 2 Ge n e r a t e d : 2 / 8 / 2 0 1 2 1 2 : 2 6 P M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 2/ 8 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ C h e l m e r \ L o c a l S e t t i n gs\ T e m p\f 2 k A 5 . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l yst CH Hi ghw a y/D i r e c t i o n o f T r a v e l US 1 0 1 N o r t h b o u n d Ag en c y o r C o m p a n y W- T r a n s Fr o m / T o Ta l m a g e R d t o E G o b b i S t Da t e P e r f o r m e d 2/ 8 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Ba s e l i n e Pr o j e c t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 13 0 4 v e h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 A A D T v e h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1/ [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S i d e L a t . C l e a r a n c e 6. 0 ft Nu m b e r o f L a n e s , N 2 To t a l R a m p D e n s i t y , T R D 1. 8 7 ra m p s / m i FF S ( m e a s u r e d ) m p h Ba s e f r e e - f l o w S p e e d , BF F S 75 . 4 mp h f LW 0. 0 mp h f LC 0. 0 mp h T R D A d j u s t m e n t 5. 4 mp h F F S 70 . 0 mp h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) 71 8 pc / h / l n S 70 . 0 mp h D = v p / S 10 . 3 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) pc / h / l n S m p h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w sp e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 2 f LW - E x h i b i t 1 1 - 8 ET - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 1 , 1 1 - 1 3 f LC - E x h i b i t 1 1 - 9 fp - P a g e 1 1 - 1 8 T R D - P a g e 1 1 - 1 1 LO S , S , F F S , v p - E x h i b i t s 1 1 - 2 , 11 - 3 Co p y r i g h t © 2 0 1 0 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S 2 0 1 0 TM V e r s i o n 6 . 2 Ge n e r a t e d : 2 / 8 / 2 0 1 2 1 2 : 3 9 P M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 2/ 8 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ C h e l m e r \ L o c a l S e t t i n gs\ T e m p\f 2 k E A . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l yst CH Hi ghw a y/D i r e c t i o n o f T r a v e l US 1 0 1 S o u t h b o u n d Ag en c y o r C o m p a n y W- T r a n s Fr o m / T o Ta l m a g e R d t o E G o b b i S t Da t e P e r f o r m e d 2/ 8 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Ba s e l i n e Pr o j e c t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 13 0 1 v e h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 A A D T v e h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1/ [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S i d e L a t . C l e a r a n c e 6. 0 ft Nu m b e r o f L a n e s , N 2 To t a l R a m p D e n s i t y , T R D 1. 8 7 ra m p s / m i FF S ( m e a s u r e d ) m p h Ba s e f r e e - f l o w S p e e d , BF F S 75 . 4 mp h f LW 0. 0 mp h f LC 0. 0 mp h T R D A d j u s t m e n t 5. 4 mp h F F S 70 . 0 mp h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) 71 6 pc / h / l n S 70 . 0 mp h D = v p / S 10 . 2 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x f p) pc / h / l n S m p h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w sp e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 2 f LW - E x h i b i t 1 1 - 8 ET - E x h i b i t s 1 1 - 1 0 , 1 1 - 1 1 , 1 1 - 1 3 f LC - E x h i b i t 1 1 - 9 fp - P a g e 1 1 - 1 8 T R D - P a g e 1 1 - 1 1 LO S , S , F F S , v p - E x h i b i t s 1 1 - 2 , 11 - 3 Co p y r i g h t © 2 0 1 0 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S 2 0 1 0 TM V e r s i o n 6 . 2 Ge n e r a t e d : 2 / 8 / 2 0 1 2 1 2 : 4 0 P M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 2/ 8 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ C h e l m e r \ L o c a l S e t t i n gs\ T e m p\f 2 k F 0 . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t TD H Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 N o r t h b o u n d Age n c y o r C o m p a n y W- T r a n s Fr o m / T o So u t h S t a t e S t t o T a l m a g e R d Da t e P e r f o r m e d 6/ 2 5 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Ba s e l i n e + P r o j e c t Pr o jec t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 71 9 ve h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 AAD T ve h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi Dr i v e r t ype a d jus t m e n t 1. 0 0 U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1 / [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S h o u l d e r L a t . C l e a r a n c e 6. 0 ft In t e r c h a n g e D e n s i t y 0. 7 3 I/ m i Nu m b e r o f L a n e s , N 2 FF S ( m e a s u r e d ) m i / h Ba s e f r e e - f l o w S p e e d , B F F S 70 . 0 mi / h f LW 0. 0 mi / h f LC 0. 0 mi / h f ID 1. 2 mi / h f N 4. 5 mi / h F F S 64 . 3 mi / h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) 39 6 pc / h / l n S 64 . 3 mi / h D = v p / S 6. 2 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) pc / h S m i / h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w s p e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 f LW - E x h i b i t 2 3 - 4 ET - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 , 2 3 - 1 1 f LC - E x h i b i t 2 3 - 5 fp - P a g e 2 3 - 1 2 f N - E x h i b i t 2 3 - 6 LO S , S , F F S , v p - E x h i b i t s 2 3 - 2 , 2 3 - 3 f ID - E x h i b i t 2 3 - 7 Co p y r i g h t © 2 0 0 8 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S + TM V e r s i o n 5 . 4 Ge n e r a t e d : 6 / 2 5 / 2 0 1 2 1 0 : 1 5 A M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 6/ 2 5 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ t h e n d e r s o n \ L o c a l S e t t i n gs\ T e m p\f 2 k 3 3 . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t TD H Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 S o u t h b o u n d Age n c y o r C o m p a n y W- T r a n s Fr o m / T o So u t h S t a t e S t t o T a l m a g e R d Da t e P e r f o r m e d 6/ 2 5 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Ba s e l i n e + P r o j e c t Pr o jec t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 71 1 ve h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 AAD T ve h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi Dr i v e r t ype a d jus t m e n t 1. 0 0 U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1 / [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S h o u l d e r L a t . C l e a r a n c e 6. 0 ft In t e r c h a n g e D e n s i t y 0. 7 3 I/ m i Nu m b e r o f L a n e s , N 2 FF S ( m e a s u r e d ) m i / h Ba s e f r e e - f l o w S p e e d , B F F S 70 . 0 mi / h f LW 0. 0 mi / h f LC 0. 0 mi / h f ID 1. 2 mi / h f N 4. 5 mi / h F F S 64 . 3 mi / h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) 39 1 pc / h / l n S 64 . 3 mi / h D = v p / S 6. 1 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) pc / h S m i / h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w s p e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 f LW - E x h i b i t 2 3 - 4 ET - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 , 2 3 - 1 1 f LC - E x h i b i t 2 3 - 5 fp - P a g e 2 3 - 1 2 f N - E x h i b i t 2 3 - 6 LO S , S , F F S , v p - E x h i b i t s 2 3 - 2 , 2 3 - 3 f ID - E x h i b i t 2 3 - 7 Co p y r i g h t © 2 0 0 8 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S + TM V e r s i o n 5 . 4 Ge n e r a t e d : 6 / 2 5 / 2 0 1 2 1 0 : 1 6 A M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 6/ 2 5 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ t h e n d e r s o n \ L o c a l S e t t i n gs\ T e m p\f 2 k 3 0 . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t TD H Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 N o r t h b o u n d Age n c y o r C o m p a n y W- T r a n s Fr o m / T o Ta l m a g e R d t o E G o b b i S t Da t e P e r f o r m e d 6/ 2 5 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Ba s e l i n e + P r o j e c t Pr o jec t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 14 2 6 ve h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 AAD T ve h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi Dr i v e r t ype a d jus t m e n t 1. 0 0 U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1 / [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S h o u l d e r L a t . C l e a r a n c e 6. 0 ft In t e r c h a n g e D e n s i t y 1. 8 7 I/ m i Nu m b e r o f L a n e s , N 2 FF S ( m e a s u r e d ) m i / h Ba s e f r e e - f l o w S p e e d , B F F S 70 . 0 mi / h f LW 0. 0 mi / h f LC 0. 0 mi / h f ID 6. 9 mi / h f N 4. 5 mi / h F F S 58 . 6 mi / h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) 78 5 pc / h / l n S 58 . 6 mi / h D = v p / S 13 . 4 pc / m i / l n LO S B De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) pc / h S m i / h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w s p e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 f LW - E x h i b i t 2 3 - 4 ET - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 , 2 3 - 1 1 f LC - E x h i b i t 2 3 - 5 fp - P a g e 2 3 - 1 2 f N - E x h i b i t 2 3 - 6 LO S , S , F F S , v p - E x h i b i t s 2 3 - 2 , 2 3 - 3 f ID - E x h i b i t 2 3 - 7 Co p y r i g h t © 2 0 0 8 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S + TM V e r s i o n 5 . 4 Ge n e r a t e d : 6 / 2 5 / 2 0 1 2 1 0 : 0 8 A M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 6/ 2 5 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ t h e n d e r s o n \ L o c a l S e t t i n gs\ T e m p\f 2 k A . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t TD H Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 S o u t h b o u n d Age n c y o r C o m p a n y W- T r a n s Fr o m / T o Ta l m a g e R d t o E G o b b i S t Da t e P e r f o r m e d 6/ 2 5 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Ba s e l i n e + P r o j e c t Pr o jec t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 14 1 7 ve h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 AAD T ve h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi Dr i v e r t ype a d jus t m e n t 1. 0 0 U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1 / [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S h o u l d e r L a t . C l e a r a n c e 6. 0 ft In t e r c h a n g e D e n s i t y 1. 8 7 I/ m i Nu m b e r o f L a n e s , N 2 FF S ( m e a s u r e d ) m i / h Ba s e f r e e - f l o w S p e e d , B F F S 70 . 0 mi / h f LW 0. 0 mi / h f LC 0. 0 mi / h f ID 6. 9 mi / h f N 4. 5 mi / h F F S 58 . 6 mi / h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) 78 0 pc / h / l n S 58 . 6 mi / h D = v p / S 13 . 3 pc / m i / l n LO S B De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) pc / h S m i / h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w s p e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 f LW - E x h i b i t 2 3 - 4 ET - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 , 2 3 - 1 1 f LC - E x h i b i t 2 3 - 5 fp - P a g e 2 3 - 1 2 f N - E x h i b i t 2 3 - 6 LO S , S , F F S , v p - E x h i b i t s 2 3 - 2 , 2 3 - 3 f ID - E x h i b i t 2 3 - 7 Co p y r i g h t © 2 0 0 8 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S + TM V e r s i o n 5 . 4 Ge n e r a t e d : 6 / 2 5 / 2 0 1 2 1 0 : 0 6 A M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 6/ 2 5 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ t h e n d e r s o n \ L o c a l S e t t i n gs\ T e m p\f 2 k C . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t TD H Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 N o r t h b o u n d Age n c y o r C o m p a n y W- T r a n s Fr o m / T o So u t h S t a t e S t t o T a l m a g e R d Da t e P e r f o r m e d 6/ 2 5 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Fu t C u r r e n t R B P Pr o jec t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 98 2 ve h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 AAD T ve h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi Dr i v e r t ype a d jus t m e n t 1. 0 0 U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1 / [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S h o u l d e r L a t . C l e a r a n c e 6. 0 ft In t e r c h a n g e D e n s i t y 0. 7 3 I/ m i Nu m b e r o f L a n e s , N 2 FF S ( m e a s u r e d ) m i / h Ba s e f r e e - f l o w S p e e d , B F F S 70 . 0 mi / h f LW 0. 0 mi / h f LC 0. 0 mi / h f ID 1. 2 mi / h f N 4. 5 mi / h F F S 64 . 3 mi / h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) 54 1 pc / h / l n S 64 . 3 mi / h D = v p / S 8. 4 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) pc / h S m i / h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w s p e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 f LW - E x h i b i t 2 3 - 4 ET - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 , 2 3 - 1 1 f LC - E x h i b i t 2 3 - 5 fp - P a g e 2 3 - 1 2 f N - E x h i b i t 2 3 - 6 LO S , S , F F S , v p - E x h i b i t s 2 3 - 2 , 2 3 - 3 f ID - E x h i b i t 2 3 - 7 Co p y r i g h t © 2 0 0 8 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S + TM V e r s i o n 5 . 4 Ge n e r a t e d : 6 / 2 5 / 2 0 1 2 1 0 : 1 7 A M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 6/ 2 5 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ t h e n d e r s o n \ L o c a l S e t t i n gs\ T e m p\f 2 k 3 D . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t TD H 1 Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 S o u t h b o u n d Age n c y o r C o m p a n y W- T r a n s Fr o m / T o So u t h S t a t e S t t o T a l m a g e R d Da t e P e r f o r m e d 6/ 2 5 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Fu t C u r r e n t R B P Pr o jec t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 11 1 9 ve h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 AAD T ve h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi Dr i v e r t ype a d jus t m e n t 1. 0 0 U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1 / [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S h o u l d e r L a t . C l e a r a n c e 6. 0 ft In t e r c h a n g e D e n s i t y 0. 7 3 I/ m i Nu m b e r o f L a n e s , N 2 FF S ( m e a s u r e d ) m i / h Ba s e f r e e - f l o w S p e e d , B F F S 70 . 0 mi / h f LW 0. 0 mi / h f LC 0. 0 mi / h f ID 1. 2 mi / h f N 4. 5 mi / h F F S 64 . 3 mi / h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) 61 6 pc / h / l n S 64 . 3 mi / h D = v p / S 9. 6 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) pc / h S m i / h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w s p e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 f LW - E x h i b i t 2 3 - 4 ET - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 , 2 3 - 1 1 f LC - E x h i b i t 2 3 - 5 fp - P a g e 2 3 - 1 2 f N - E x h i b i t 2 3 - 6 LO S , S , F F S , v p - E x h i b i t s 2 3 - 2 , 2 3 - 3 f ID - E x h i b i t 2 3 - 7 Co p y r i g h t © 2 0 0 8 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S + TM V e r s i o n 5 . 4 Ge n e r a t e d : 6 / 2 5 / 2 0 1 2 1 0 : 1 7 A M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 6/ 2 5 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ t h e n d e r s o n \ L o c a l S e t t i n gs\ T e m p\f 2 k 3 F . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t TD H Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 N o r t h b o u n d Age n c y o r C o m p a n y W- T r a n s Fr o m / T o Ta l m a g e R d t o E G o b b i S t Da t e P e r f o r m e d 6/ 2 5 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Fu t C u r r e n t R B P Pr o jec t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 12 6 4 ve h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 AAD T ve h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi Dr i v e r t ype a d jus t m e n t 1. 0 0 U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1 / [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S h o u l d e r L a t . C l e a r a n c e 6. 0 ft In t e r c h a n g e D e n s i t y 1. 8 7 I/ m i Nu m b e r o f L a n e s , N 2 FF S ( m e a s u r e d ) m i / h Ba s e f r e e - f l o w S p e e d , B F F S 70 . 0 mi / h f LW 0. 0 mi / h f LC 0. 0 mi / h f ID 6. 9 mi / h f N 4. 5 mi / h F F S 58 . 6 mi / h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) 69 6 pc / h / l n S 58 . 6 mi / h D = v p / S 11 . 9 pc / m i / l n LO S B De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) pc / h S m i / h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w s p e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 f LW - E x h i b i t 2 3 - 4 ET - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 , 2 3 - 1 1 f LC - E x h i b i t 2 3 - 5 fp - P a g e 2 3 - 1 2 f N - E x h i b i t 2 3 - 6 LO S , S , F F S , v p - E x h i b i t s 2 3 - 2 , 2 3 - 3 f ID - E x h i b i t 2 3 - 7 Co p y r i g h t © 2 0 0 8 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S + TM V e r s i o n 5 . 4 Ge n e r a t e d : 6 / 2 5 / 2 0 1 2 1 0 : 1 1 A M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 6/ 2 5 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ t h e n d e r s o n \ L o c a l S e t t i n gs\ T e m p\f 2 k 1 6 . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t TD H Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 S o u t h b o u n d Age n c y o r C o m p a n y W- T r a n s Fr o m / T o Ta l m a g e R d t o E G o b b i S t Da t e P e r f o r m e d 6/ 2 5 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Fu t C u r r e n t R B P Pr o jec t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 17 2 4 ve h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 AAD T ve h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi Dr i v e r t ype a d jus t m e n t 1. 0 0 U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1 / [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S h o u l d e r L a t . C l e a r a n c e 6. 0 ft In t e r c h a n g e D e n s i t y 1. 8 7 I/ m i Nu m b e r o f L a n e s , N 2 FF S ( m e a s u r e d ) m i / h Ba s e f r e e - f l o w S p e e d , B F F S 70 . 0 mi / h f LW 0. 0 mi / h f LC 0. 0 mi / h f ID 6. 9 mi / h f N 4. 5 mi / h F F S 58 . 6 mi / h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) 94 9 pc / h / l n S 58 . 6 mi / h D = v p / S 16 . 2 pc / m i / l n LO S B De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) pc / h S m i / h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w s p e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 f LW - E x h i b i t 2 3 - 4 ET - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 , 2 3 - 1 1 f LC - E x h i b i t 2 3 - 5 fp - P a g e 2 3 - 1 2 f N - E x h i b i t 2 3 - 6 LO S , S , F F S , v p - E x h i b i t s 2 3 - 2 , 2 3 - 3 f ID - E x h i b i t 2 3 - 7 Co p y r i g h t © 2 0 0 8 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S + TM V e r s i o n 5 . 4 Ge n e r a t e d : 6 / 2 5 / 2 0 1 2 1 0 : 1 2 A M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 6/ 2 5 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ t h e n d e r s o n \ L o c a l S e t t i n gs\ T e m p\f 2 k 1 8 . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t TD H Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 N o r t h b o u n d Age n c y o r C o m p a n y W- T r a n s Fr o m / T o So u t h S t a t e S t t o T a l m a g e R d Da t e P e r f o r m e d 6/ 2 5 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Fu t C u r r e n t R B P + P r o j Pr o jec t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 10 0 9 ve h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 AAD T ve h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi Dr i v e r t ype a d jus t m e n t 1. 0 0 U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1 / [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S h o u l d e r L a t . C l e a r a n c e 6. 0 ft In t e r c h a n g e D e n s i t y 0. 7 3 I/ m i Nu m b e r o f L a n e s , N 2 FF S ( m e a s u r e d ) m i / h Ba s e f r e e - f l o w S p e e d , B F F S 70 . 0 mi / h f LW 0. 0 mi / h f LC 0. 0 mi / h f ID 1. 2 mi / h f N 4. 5 mi / h F F S 64 . 3 mi / h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) 55 5 pc / h / l n S 64 . 3 mi / h D = v p / S 8. 6 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) pc / h S m i / h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w s p e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 f LW - E x h i b i t 2 3 - 4 ET - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 , 2 3 - 1 1 f LC - E x h i b i t 2 3 - 5 fp - P a g e 2 3 - 1 2 f N - E x h i b i t 2 3 - 6 LO S , S , F F S , v p - E x h i b i t s 2 3 - 2 , 2 3 - 3 f ID - E x h i b i t 2 3 - 7 Co p y r i g h t © 2 0 0 8 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S + TM V e r s i o n 5 . 4 Ge n e r a t e d : 6 / 2 5 / 2 0 1 2 1 0 : 1 8 A M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 6/ 2 5 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ t h e n d e r s o n \ L o c a l S e t t i n gs\ T e m p\f 2 k 4 1 . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t TD H Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 S o u t h b o u n d Age n c y o r C o m p a n y W- T r a n s Fr o m / T o So u t h S t a t e S t t o T a l m a g e R d Da t e P e r f o r m e d 6/ 2 5 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Fu t C u r r e n t R B P + P r o j Pr o jec t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 11 4 8 ve h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 AAD T ve h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi Dr i v e r t ype a d jus t m e n t 1. 0 0 U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1 / [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S h o u l d e r L a t . C l e a r a n c e 6. 0 ft In t e r c h a n g e D e n s i t y 0. 7 3 I/ m i Nu m b e r o f L a n e s , N 2 FF S ( m e a s u r e d ) m i / h Ba s e f r e e - f l o w S p e e d , B F F S 70 . 0 mi / h f LW 0. 0 mi / h f LC 0. 0 mi / h f ID 1. 2 mi / h f N 4. 5 mi / h F F S 64 . 3 mi / h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) 63 2 pc / h / l n S 64 . 3 mi / h D = v p / S 9. 8 pc / m i / l n LO S A De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) pc / h S m i / h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w s p e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 f LW - E x h i b i t 2 3 - 4 ET - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 , 2 3 - 1 1 f LC - E x h i b i t 2 3 - 5 fp - P a g e 2 3 - 1 2 f N - E x h i b i t 2 3 - 6 LO S , S , F F S , v p - E x h i b i t s 2 3 - 2 , 2 3 - 3 f ID - E x h i b i t 2 3 - 7 Co p y r i g h t © 2 0 0 8 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S + TM V e r s i o n 5 . 4 Ge n e r a t e d : 6 / 2 5 / 2 0 1 2 1 0 : 1 8 A M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 6/ 2 5 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ t h e n d e r s o n \ L o c a l S e t t i n gs\ T e m p\f 2 k 4 3 . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t TD H Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 N o r t h b o u n d Age n c y o r C o m p a n y W- T r a n s Fr o m / T o Ta l m a g e R d t o E G o b b i S t Da t e P e r f o r m e d 6/ 2 5 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Fu t C u r r e n t R B P + P r o j Pr o jec t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 13 8 6 ve h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 AAD T ve h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi Dr i v e r t ype a d jus t m e n t 1. 0 0 U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1 / [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S h o u l d e r L a t . C l e a r a n c e 6. 0 ft In t e r c h a n g e D e n s i t y 1. 8 7 I/ m i Nu m b e r o f L a n e s , N 2 FF S ( m e a s u r e d ) m i / h Ba s e f r e e - f l o w S p e e d , B F F S 70 . 0 mi / h f LW 0. 0 mi / h f LC 0. 0 mi / h f ID 6. 9 mi / h f N 4. 5 mi / h F F S 58 . 6 mi / h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) 76 3 pc / h / l n S 58 . 6 mi / h D = v p / S 13 . 0 pc / m i / l n LO S B De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) pc / h S m i / h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w s p e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 f LW - E x h i b i t 2 3 - 4 ET - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 , 2 3 - 1 1 f LC - E x h i b i t 2 3 - 5 fp - P a g e 2 3 - 1 2 f N - E x h i b i t 2 3 - 6 LO S , S , F F S , v p - E x h i b i t s 2 3 - 2 , 2 3 - 3 f ID - E x h i b i t 2 3 - 7 Co p y r i g h t © 2 0 0 8 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S + TM V e r s i o n 5 . 4 Ge n e r a t e d : 6 / 2 5 / 2 0 1 2 1 0 : 1 3 A M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 6/ 2 5 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ t h e n d e r s o n \ L o c a l S e t t i n gs\ T e m p\f 2 k 2 2 . t m p BA S I C F R E E W A Y S E G M E N T S W O R K S H E E T Ge n e r a l I n f o r m a t i o n Si t e I n f o r m a t i o n Ana l y s t TD H Hi g h w a y / D i r e c t i o n o f T r a v e l US 1 0 1 S o u t h b o u n d Age n c y o r C o m p a n y W- T r a n s Fr o m / T o Ta l m a g e R d t o E G o b b i S t Da t e P e r f o r m e d 6/ 2 5 / 2 0 1 2 Ju r i s d i c t i o n Ci t y o f U k i a h / C a l t r a n s Ana l y s i s T i m e P e r i o d PM P e a k H o u r Ana l y s i s Y e a r Fu t C u r r e n t R B P + P r o j Pr o jec t D e s c r i p t i o n C o s t c o E n v i r o n m e n t a l I m p a c t R e p o r t Op e r . ( L O S ) De s . ( N ) Pl a n n i n g D a t a Fl o w I n p u t s Vo l u m e , V 18 4 1 ve h / h P e a k - H o u r F a c t o r , P H F 0. 9 5 AAD T ve h / d a y %T r u c k s a n d B u s e s , P T 8 Pe a k - H r P r o p . o f A A D T , K %R V s , P R 3 Pe a k - H r D i r e c t i o n P r o p , D G e n e r a l T e r r a i n : Le v e l DD H V = A A D T x K x D v e h / h G r a d e % L e n g t h mi Dr i v e r t ype a d jus t m e n t 1. 0 0 U p / D o w n % Ca l c u l a t e F l o w A d j u s t m e n t s f p 1. 0 0 E R 1. 2 E T 1. 5 f HV = 1 / [ 1 + P T(E T - 1 ) + P R(E R - 1 ) ] 0. 9 5 6 Sp e e d I n p u t s Ca l c S p e e d A d j a n d F F S La n e W i d t h 12 . 0 ft Rt - S h o u l d e r L a t . C l e a r a n c e 6. 0 ft In t e r c h a n g e D e n s i t y 1. 8 7 I/ m i Nu m b e r o f L a n e s , N 2 FF S ( m e a s u r e d ) m i / h Ba s e f r e e - f l o w S p e e d , B F F S 70 . 0 mi / h f LW 0. 0 mi / h f LC 0. 0 mi / h f ID 6. 9 mi / h f N 4. 5 mi / h F F S 58 . 6 mi / h LO S a n d P e r f o r m a n c e M e a s u r e s De s i g n ( N ) Op e r a t i o n a l ( L O S ) vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) 10 1 4 pc / h / l n S 58 . 6 mi / h D = v p / S 17 . 3 pc / m i / l n LO S B De s i g n ( N ) De s i g n L O S vp = ( V o r D D H V ) / ( P H F x N x f HV x fp) pc / h S m i / h D = v p / S pc / m i / l n Re q u i r e d N u m b e r o f L a n e s , N Gl o s s a r y Fa c t o r L o c a t i o n N - N u m b e r o f l a n e s S - S p e e d V - H o u r l y v o l u m e D - D e n s i t y vp - F l o w r a t e F F S - F r e e - f l o w s p e e d LO S - L e v e l o f s e r v i c e B F F S - B a s e f r e e - f l o w s p e e d DD H V - D i r e c t i o n a l d e s i g n h o u r v o l u m e ER - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 f LW - E x h i b i t 2 3 - 4 ET - E x h i b i t s 2 3 - 8 , 2 3 - 1 0 , 2 3 - 1 1 f LC - E x h i b i t 2 3 - 5 fp - P a g e 2 3 - 1 2 f N - E x h i b i t 2 3 - 6 LO S , S , F F S , v p - E x h i b i t s 2 3 - 2 , 2 3 - 3 f ID - E x h i b i t 2 3 - 7 Co p y r i g h t © 2 0 0 8 U n i v e r s i t y o f F l o r i d a , A l l R i g h t s R e s e r v e d HC S + TM V e r s i o n 5 . 4 Ge n e r a t e d : 6 / 2 5 / 2 0 1 2 1 0 : 1 3 A M Pa ge 1 o f 1 BA S I C F R E E W A Y W O R K S H E E T 6/ 2 5 / 2 0 1 2 fi l e : / / C : \ D o c u m e n t s a n d S e t t i n gs\ t h e n d e r s o n \ L o c a l S e t t i n gs\ T e m p\f 2 k 2 4 . t m p Costco DEIR Traffic & Circulation Report for the City of Ukiah June 2012 Appendix D Costco Trip Generation Surveys Su m m a r y o f R e p r e s e n t a t i v e S i t e s f o r U k i a h Tu r l o c k , C A ( n o t e i n c l u d e s P a r t y C i t y ) 13 6 . 7 7 8 1 , 0 0 0 s q - f t Eu r e k a , C A 12 1 . 2 0 2 1 , 0 0 0 s q - f t Ca r s o n C i t y , N V 14 8 . 6 6 3 1 , 0 0 0 s q - f t 12 f u e l i n g p o s i t i o n s 12 f u e l i n g p o s i t i o n s 1 2 f u e l i n g p o s i t i o n s PM P e a k H o u r PM P e a k H o u r PM P e a k H o u r In O u t T o t a l In O u t T o t a l In O u t T o t a l N T e g n e r R d - M i d d l e C o s t c o D w y 36 3 9 75 Sh o r t S t - S o u t h C o s t c o D w y 92 2 3 8 3 3 0 Co s t c o E a s t D w y - O l d C l e a r w a t e r C r e e k R d 3 0 5 4 2 8 7 3 3 N T e g n e r R d - C o s t c o R e c e i v i n g D w y 51 5 5 10 6 Sh o r t S t - N o r t h C o s t c o D w y 17 4 1 7 5 3 4 9 Co s t c o G a s D w y - O l d C l e a r C r e e k R d 15 6 5 9 2 1 5 In t e r n a l D w y b e t w e e n P a r t y C i t y a n d C o s t c o - I n t e r n a l C o s t c o D w y 4 9 9 58 Co s t c o G a s D w y - W W a b a s h A v e 1 2 5 9 1 3 4 To t a l 4 6 1 4 8 7 9 4 8 Ma i n D r i v e w a y - P o w e r s C o u r t 32 1 3 5 0 6 7 1 Co s t c o R e c e i v i n g - W a b a s h A v e 4 3 7 To t a l 4 5 7 4 5 3 9 1 0 Ra i l r o a d A v e - C o s t c o D w y 29 2 8 5 7 To t a l 4 2 4 4 5 3 8 7 7 Tu r l o c k , C A ( n o t e i n c l u d e s P a r t y C i t y ) Eu r e k a , C A Ca r s o n C i t y , N V SA T U R D A Y P E A K H O U R SA T U R D A Y P E A K H O U R SA T U R D A Y P E A K H O U R In O u t T o t a l In O u t T o t a l In O u t T o t a l N T e g n e r R d - M i d d l e C o s t c o D w y 56 3 9 95 Sh o r t S t - S o u t h C o s t c o D w y 11 3 2 6 5 3 7 8 Co s t c o E a s t D w y - O l d C l e a r w a t e r C r e e k R d 3 5 0 4 0 6 7 5 6 N T e g n e r R d - C o s t c o R e c e i v i n g D w y 55 5 4 10 9 Sh o r t S t - N o r t h C o s t c o D w y 18 5 1 8 3 3 6 8 Co s t c o G a s D w y - O l d C l e a r C r e e k R d 18 4 7 5 2 5 9 In t e r n a l D w y b e t w e e n P a r t y C i t y a n d C o s t c o - I n t e r n a l C o s t c o D w y 2 1 1 2 33 Co s t c o G a s D w y - W W a b a s h A v e 1 3 8 6 1 4 4 To t a l 5 3 4 4 8 1 1 0 1 5 Ma i n D r i v e w a y - P o w e r s C o u r t 40 0 4 1 8 8 1 8 Co s t c o R e c e i v i n g - W a b a s h A v e 0 6 6 To t a l 5 3 2 5 2 3 1 0 5 5 Ra i l r o a d A v e - C o s t c o D w y 38 3 0 6 8 To t a l 4 7 4 4 9 0 9 6 4 Av e r a g e In O u t T o t a l We e k d a y P M P e a k H o u r 44 7 4 6 4 9 1 2 Sa t u r d a y M i d d a y P e a k H o u r 51 3 4 9 8 1 0 1 1 Co s t c o (Wa r e h o u s e + F u e l S t a t i o n S i t e s ) T r i p T yp e I n f o r m a t i o n Co u n t r y St a t e / Pr o v i n c e C o u n t y C i t y S t o r e S i z e ( S F ) S t o r e T y p e F u e l S t a t i o n ( Y / N ) ? Nu m b e r o f F u e l i n g Po s i t i o n s ? P M P r i m a r y P M P a s s - b y P M D i v e r t e d Sa t u r d a y P e a k Pr i m a r y Sa t u r d a y P e a k Pa s s - b y Sa t u r d a y P e a k Di v e r t e d US A M T Le w i s & C l a r k H e l e n a 14 6 , 2 1 7 W a r e h o u s e Y 12 17 % 34 % 49 % US A M T Mi s s o u l a M i s s o u l a 12 2 , 5 2 8 W a r e h o u s e Y 12 21 % 47 % 32 % 26 % 39 % 35 % US A O R Li n n Al b a n y 14 8 , 1 6 1 W a r e h o u s e Y 12 23 % 25 % 52 % US A C A S a n D i e go M o r e n a 16 1 , 6 7 4 W a r e h o u s e Y 16 66 % 11 % 23 % US A C A O r a n geL a gun a N i gue l 14 9 , 7 0 5 W a r e h o u s e Y 12 52 % 31 % 16 % 53 % 24 % 23 % US A C A S a n t a C l a r a 13 5 , 4 4 4 W a r e h o u s e Y 12 42 % 10 % 48 % 75 % 16 % 9% US A O R Ja c k s o n M e d f o r d 13 6 , 1 4 4 W a r e h o u s e Y 12 59 % 17 % 25 % US A O R La n e Eu gen e 14 0 , 7 0 0 W a r e h o u s e Y 16 34 % 20 % 46 % US A N Y Ri c h m o n d S t a t e n I s l a n d 12 1 , 2 1 6 W a r e h o u s e Y 12 25 % 67 % 8% 49 % 49 % 2% US A C A S o l a n o V a l l e jo 12 5 , 4 3 4 W a r e h o u s e Y 16 29 % 54 % 18 % 58 % 37 % 5% US A V A W e s t H e n r i c o 12 6 , 9 7 6 W a r e h o u s e Y 12 9% 42 % 49 % 50 % 27 % 24 % US A C O A r a pah o e A u r o r a 13 3 , 7 1 1 W a r e h o u s e Y 12 22 % 44 % 33 % 43 % 37 % 19 % US A F L Se m i n o l e A l t a m o n t e S pri n gs 13 5 , 2 2 9 W a r e h o u s e Y 12 32 % 42 % 26 % US A C A V e n t u r a S i m i V a l l e y 13 6 , 2 9 6 W a r e h o u s e Y 12 35 % 60 % 5% 75 % 17 % 8% US A W A S pok a n e S pok a n e 15 6 , 9 8 7 W a r e h o u s e Y 16 35 % 29 % 37 % 44 % 27 % 29 % US A W A C l a r k Va n c o u v e r 15 5 , 4 6 5 W a r e h o u s e Y 16 22 % 52 % 26 % 29 % 35 % 36 % AV E R A G E 33 % 37 % 31 % 50 % 31 % 19 % Sa t u r d a y P e a k H o u r o f G e n e r a t o r / A d jac e n t PM P e a k H o u r o f A d jac e n t