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Sports Park - USA Amendment Traffic Impact AnalysisGILROY SPORTS PARK AND URBAN SERVICES AREA AMENDMENT TRAFFIC-IMPACT ANALYSIS- Fehr And Peers Associates, Inc. ' January, 1999 FINAL REPORT „I TRANSPORTATION IMPACT ANALYSIS GILROY SPORTS PARK (Gilroy, California) Prepared for: EMC Planning Group, Inc. Prepared by: Fehr & Peers Associates, Inc. January 1999 �f Final Report TRANSPORTATION IMPACT ANALYSIS for the GILROY SPORTS PARK (Gilroy, California) Prepared for: EMC Planning Group, Inc. Prepared by: Fehr & Peers Associates, Inc. January 1999 TABLE OF CONTENTS Chapter Page EXECUTIVE SUMMARY .................. ............................... iv 1- INTRODUCTION ........................ ..............................1 2 - EXISTING CONDITIONS ................ ............................... 6 Roadway Network ...................... ..............................6 Transit Service ......................... ..............................7 Pedestrian and Bicycle Facilities .......... ............................... 7 Existing Intersection Volumes and Lane Configurations ...................... 8 Existing Intersection Levels of Service ..... ............................... 8 3 - BACKGROUND CONDITIONS .......... ............................... 13 Background Traffic Estimates ........................................... 13 t Background Intersection Level of Service .. ............................... 14 4 - PROJECT CONDITIONS ................ ............................... 17 Project Traffic Estimates ............... ............................... 17 Project Intersection Levels of Service ..... ............................... 20 Freeway Segment Level of Service Analysis .............................. 27 Improvements to Other Travel Modes ..... ............................... 28 Site Access, On -Site Circulation and Parking .............................. 31 5 - CUMULATIVE CONDITIONS ........... ............................... 34 Cumulative Traffic Estimates ........... ............................... 34 Cumulative Intersection Levels of Service . ............................... 34 6- CONCLUSIONS .......................... .............................36 Technical Appendices 985 -114 LIST OF TABLES Table Page ES -1. Intersection Level of Service Summary ..... ............................... vi 1. Two -Way Stop - Controlled Intersection Level of Service Definitions Using -- Average Total Vehicular Delay ........... ............................... 11 2. Existing Intersection Levels of Service .... ............................... 12 3. Approved Developments ................. .............................13 4. 5. Background Intersection Levels of Service . ............................... Trip Generation Estimates ............................................. 16 19 6. Background and Project Intersection Levels of Service ...................... 24 — 7. Signalized Intersection Level of Service Definitions Using Average Stopped Vehicular Delay ........ ............................... 27 8. Project Freeway Segment Analysis (PM Peak Hour) ........................ 28 9. Parking Demand and Supply Summary .... ............................... 33 10. Cumulative Intersection Levels of Service . ............................... 35 LIST OF FIGURES Figure Page 1. Site Location ......................... ............................... 2. Site Plan ............................. ............................... 3 3. Existing Peak -Hour Intersection Volumes ... ............................... 9 4. Existing Lane Configurations ............ ............................... 10 5. Background PM Peak -Hour Intersection Volumes .......................... 15 6. Trip Distribution Pattern ................ ............................... 21 7. Peak -Hour Project Trip Assignment (Project Buildout) :................... :. 22 8. Background Plus Project Buildout Peak -Hour Traffic Volumes ................ 23 Gilroy Sport Park EIR TIA January 1999 EXECUTIVE SUMMARY This report presents the results of the Transportation Impact Analysis (TIA) conducted for the proposed Gilroy Sports Park in Gilroy, California. The project site is located on the west side of Monterey Street, south of Thomas Road/Luchessa Avenue,' and is bounded on the west and south by Uvas Creek. The purpose of the analysis is to identify the likely transportation impacts of the proposed development on the surrounding roadway system and to identify improvements to mitigate significant impacts. The proposed development is for a park containing 10 softball fields, three baseball fields, seven soccer fields (which are overlaid on the ball fields), a commercial recreation area, and a park area. The commercial recreation area will house a community meeting room and has the potential to house additional indoor athletic activities (roller hockey, indoor soccer, and BMX). The park area includes picnic areas, children's play areas, two sand volleyball courts, six bocce ball courts, and six horseshoe pits. The project will be developed in nine phases. Direct access to the project site will be provided via a main entryway on Farman Frontage Road (formerly Monterey Frontage Road). The impacts of the proposed project were estimated following guidelines of the City of Gilroy and the Santa Clara Valley Transportation Authority (VTA), which is the congestion management agency for Santa Clara County. The project is not estimated to add traffic volumes that exceed the CMP threshold for analysis at CMP intersections or on freeway segments near the site during the AM or PM Peak hours. The operations of the intersections of Monterey Street with Farman Frontage Road, Thomas Road/Luchessa Avenue with Princevalle Street, and Thomas Road/Luchessa Avenue with Church Street were evaluated. All of these intersections are unsignalized under Existing Conditions. Signalizafion of the intersection of Monterey Street and Farman Frontage Road is proposed as part of the final phase of the Gilroy Sports Park. The methodology presented in the 1994 Highway Capacity Manual (1994 HCM) for two -way stop - controlled intersections was used to evaluate the unsignalized intersections. Under signalized conditions, the intersection of Monterey Street and Farman Frontage Road was evaluated using the approved CMP methodology. This methodology has also been adopted by the City of Gilroy. The operation of the key intersections were evaluated during the evening (PM) and Saturday peak hours under Existing, Background, Project, and Cumulative Conditions. The amount of traffic generated by the proposed development was based on the planned operation of the park. The project, as proposed, is estimated to add 550 PM peak -hour trips (275 'The City of Gilroy is in the process of changing the name of Thomas Road between Monterey Street and its intersection with Luchessa Avenue in the west to Luchessa Avenue. The north/south segment of the street between Santa Teresa Boulevard and Luchessa Avenue will remain Thomas Road. Fehr & Peers Associates, Inc. iv Gilroy Sport Park EIR TIA Janua/v 1999 inbound/275 outbound) and 800 Saturday peak -hour trips (400 inbound/400 outbound) to the surrounding roadways. The project - generated traffic was assigned to specific roadway segments, intersections, and turning movements based on existing travel patterns in the vicinity of the site and the relative locations of complementary land uses. Using existing counts, estimate traffic projections for approved and pending developments in the area, intersection lane configurations, signal phasings and timings, and the project - generated trips, level of service calculations were conducted for Existing, Background, Project, and Cumulative Conditions. The results of the level of service calculations are presented in Table ES -1. The level of service calculation results indicate that the project will have a significant adverse impact on the intersection of Monterey Street and Farman Frontage Road. The installation of the proposed traffic signal at this intersection will mitigate the project's impacts and provide LOS C operations during both the PM and Saturday peak hours. Installation of the traffic signal will be needed prior to the completion of Phase IV of the proposed Sports Park. Caltrans' Peak Hour Volume Warrant for signal installation will be satisfied with the addition of traffic volumes estimated for the development of Phases I through IV of the proposed park. It is recommended that a separate eastbound left -turn lane be provided to serve the traffic added to the eastbound to northbound left -turn movement by the project. The project is estimated to have an insignificant impact on the operations of the intersections of Princevalle Street and Thomas Road/Luchessa Avenue and Church Street and Thomas Road/Luchessa Avenue. The intersection of Thomas Road/Luchessa Avenue and Princevalle Street is projected to continue to operate at an acceptable level with the addition of project traffic through buildout, as well as under Cumulative Conditions. The worst case approach, the southbound Princevalle Street approach, is projected to operate at LOS C. The intersection of Thomas Road/Luchessa Avenue with Church Street is also projected to operate at an acceptable level through Cumulative Conditions, with its worst case approach, southbound Church Street, operating at LOS C or better. Potential project impacts on area freeway segments were evaluated. The project is not estimated to add sufficient traffic to the nearby segments of U.S. 101 to cause a significant. impact according to the criteria established in the Santa Clara County CMP. Recommendations were made in regard to other improvements proposed by the project, including: It is recommended that the crosswalk across Monterey Street at Farman Frontage Road not be provided until the traffic signal is installed at this intersection. The Fehr & Peers Associates, Inc. _1 fa Gilroy Sport Park EIR TIA January 1999 Fehr & Peers Associates, Inc. vi Table ES -1 Intersection Level of Service Summary Worst Case Intersection Approach Peak Average Average Scenario Hour Delay' LOS= Delay LOS Thomas Road/Luchessa Avenue and Princevalle Street Existing Conditions PM 1.2 A 4.8 A Sat 0.9 A 4.1 A Background Conditions (Existing Conditions PM 1.2 A 5.5 B + Approved Projects) Sat 0.8 A 4.7 A Project Conditions (Existing Conditions + PM 1.6 A 8.1 B Approved Projects + Project Buildout) Sat 1.3 A 8.0 B Cumulative Conditions (Project Conditions+ PM 1.7 A 8.3 B Other Pending Projects) Sat 1.3 A 8.2 B Thomas RoadlLuchessa Avenue and Church Street Existing Conditions PM 0.8 A 5.1 B Sat 0.9 A 3.8 A Background Conditions (Existing Conditions PM 0.8 A 5.8 B + Approved Projects) Sat 0.8' A 4.2 A Project Conditions (Existing Conditions + PM 1.5 A 11.1 C Approved Projects+ Project Buildout) Sat 1.6 A 9.8 B Cumulative Conditions (Project Conditions+ PM 1.7 A 12.1 C Other Pending Projects) Sat 2.1 A 11.5 C Monterey Street and Farman Frontage Road Existing Conditions PM 0.6 A 9.2 B Sat 0.2 A 6.0 B Background Conditions (Existing Conditions PM 0.8 A 11.2 C +Approved Projects) Sat 0.5 A 7.5 B Project Conditions (Existing Conditions + PM 60.0 'F 4 266.3 F4 Approved Projects + Project Buildout)' Sat 117.1 F4 407.9 F4 Cumulative Conditions (Project Conditions + PM 116.9 F4 560.6 F4 Other Pending Projects) Sat 241.4 F4 934.1 F4 Notes: ' Average total intersection delay for unsignalized intersection, expressed in seconds per vehicle. = LOS calculations performed using the CMP level of service analysis program, TRAFFIX, and the 1994 Highway Capacity Manual methodology for two -way stop - controlled intersections. ' The majority of traffic added to this intersection by approved projects is to the uncontrolled through movements on Thomas Road /Luchessa Avenue, which experience no delay. Therefore, the addition of traffic to these movements results in a small decrease in overall average intersection delay. 4 With installation of traffic signal, intersection operations are projected to be LOS C during both the PM and Saturday peak hours. Fehr & Peers Associates, Inc. vi Gilroy Sport Park EIR TIA Januarv1999 high travel speeds on Monterey Street (in excess of 50 mph) and the width of the street (120 feet) make it hazardous for pedestrians to cross without the protection of a traffic signal. • The proposed Farman Frontage Road bus stop should be designed to VTA standards. Pedestrian access should be provided from the bus stop to along Farman Frontage Road that connects to the internal pedestrian paths. The proposed sidewalk along the west side of Monterey Street should connected to and coordinated with the City's improvement plans for the intersection of Thomas Road/Luchessa Avenue and Monterey Street (which include traffic signal installation and pedestrian signals). It is recommended that the sidewalks along Monterey Street be installed when the other improvements (i.e., the installation of the traffic signal) occur at the Monterey Street/Farman Road intersection prior to Phase IV. • Due to travel speeds along Thomas Road/Luchessa Avenue (in excess of 40 mph), a crosswalk is not recommended without the protection of a traffic signal with pedestrian heads for pedestrian crossing or all -way stop sign control (stop signs on all three intersection approaches). The recommended pedestrian and bicycle facility is the connection of the existing trail north of Thomas Road/Luchessa Avenue with the proposed trail to the south via the future under- crossing of the Thomas Road/Luchessa Avenue bridge. It is recommended that this location be monitored for both vehicular and pedestrian/bicycle volumes, and an all -way stop or traffic signals (with pedestrian heads) be installed if warrant requirements are met. Site access, on -site circulation and parking were assessed. The proposed parking supply of 1,049 was found to be adequate to serve the estimated demand. However, a shortfall is projected to occur after the completion of Phase V. It is recommended that 180 of the 298 parking spaces that will be constructed with Phase VI be constructed instead with Phase V to offset the projected shortfall. Site access was found to be adequate, with sufficient storage provided for queued vehicles between Farman Frontage Road and the main entry building, where a parking fee will be collected. On -site circulation was reviewed and generally found to be adequate. The following 1. recommendation were made: • The outbound lanes of the entry road near Farman Frontage Road should be narrowed to one lane with paint to allow two outbound lanes (with park personnel directing traffic), if needed. Fehr & Peers Associates, Inc. vii Gilroy Sport Park EIR TIA January 1999 • All -way stop sign control is recommended at the intersection of the entry road and the main north -south road. All -way stop sign control will provide safer conditions for pedestrians crossing this intersection. • It is recommended that the first driveway on the entrance road (closest to Farman Frontage Road) be widened to allow both inbound and outbound traffic and the landscape median along the entry road be cut back to allow left turns from this parking area onto the entry road. Currently, the on -site traffic is concentrated at the intersection l of the entry road and the main north -south circulation road. Allowing left turns out of the eastern most driveway will diffuse some of this traffic. Landscaping in the median - should be low (two to 2.5 feet in height) or taller trees with thin trunks, which should be pruned to maintain adequate sight distance. • The provision of an additional north -south circulation aisle in the western -most parking area to break -up the long rows of parking spaces is recommended. In addition, the parking bays and circulation aisles should be extended eastward, eliminating the isolated landscaped barrier at the east end of the parking area. Fehr & Peers Associates, Inc. viii Gilroy Sport Park EIR TIA January 1999 CHAPTER 1 - INTRODUCTION This report presents the results of the Transportation Impact Analysis (TIA) conducted for the proposed Gilroy Sports Park in Gilroy, California. The project site is located on the west side of Monterey Street, south of Thomas Road/Luchessa Avenue,' and is bounded on the west and south by Uvas Creek. The site location and surrounding roadway network are presented on Figure 1. The proposed project is the development of a park containing 10 softball fields, three baseball fields, seven soccer fields (which are overlaid on the ball fields), a commercial recreation area, and a park area. The commercial recreation area will house a community meeting room and has the potential to house additional indoor athletic activities (roller hockey, indoor soccer, and BMX). The park area includes picnic areas, children's play areas, two sand volleyball courts, six bocce ball courts, and six horseshoe pits. The project's Master Plan indicates that it will be developed in nine phases, as follows: Phase I - Utility infrastructure, entrance, corporation yard, and Uvas Creek Trail extension (rough grading) Phase II - Two premier Little League fields (over -laid with one soccer field), parking, and Uvas Creek Trail extension Phase III - One ball field (over -laid with one soccer field) and commercial recreation Phase IV- North multi -use field area and parking (four softball fields over -laid with s two soccer fields) Phase V- South multi -use field area and parking (four softball fields over -laid with two soccer fields) Phase VI- One premier softball/baseball field (overlaid with one soccer field) Phase VII- Informal recreation area (park area with volley ball and bocce ball courts and horseshoe pits) Phase VIII- Farman Frontage Road improvements Phase IX- Uvas Creek Trail extension to Gavilan College The sports park will be constructed over twenty years, with the first ballfields ready for use in Spring 2002. 'The City of Gilroy is in the process of changing the name of Thomas Road between Monterey Street and its intersection with Luchessa Avenue in the west to Luchessa Avenue. The north/south segment of the sheet between Santa Teresa Boulevard and Luchessa Avenue will remain Thomas Road. Fehr & Peers Associates, Inc. / F Gilroy Sports Park EIR January 1999 Key: ® Study Intersection Figure 1 SITE LOCATION „Y„ -0, Fehr & Peers Associates, Inc. O Not to Scale Gilroy Sports Park EIR Jmmary 1999 G9mySpwts Camper -ftA Master Plan G_ 1LROYSPORTS COMPLEX- PRELIMINARY MASTER PLAN GILROY, CALIFORNIA deals Lanasrape kmfequre, Inc -- June 1999 Figure 2 SITE PLAN 1W 12 01 Fehr S Peerrs Associales, G1c. O N Not to Scale Gilroy Sport Park EIR TIA January 1999 The purpose of the analysis is to identify the potential impacts of the proposed development on the transportation system in the vicinity of the site. The impacts of the proposed project were estimated following the guidelines set forth by the City of Gilroy and the Santa Clara Valley Transportation Authority (VTA), which is the congestion management agency for Santa Clara County. The key intersections, Monterey Street at Farman Frontage Road, Thomas Road/Luchessa Avenue at Princevalle Street, and Thomas Road/Luchessa Avenue at Church Street, were evaluated with level of service calculations. The operation of the key intersections were evaluated during the evening (PM) peak hour (the time period when traffic volumes on the surrounding roadways are highest) and the Saturday peak hour (the time period when project - generated traffic will be highest) for the following scenarios: Scenario 1: Existing Conditions. Existing volumes obtained from counts, representing peak one -hour traffic conditions during the evening commute period and on a Saturday afternoon. Scenario 2: Background Conditions. Existing peak -hour volumes plus traffic from approved but not yet constructed developments in the area. Scenario 3a -e: Project Conditions. Background peak -hour volumes plus project - generated traffic estimated for the proposed development. The project was evaluated in five phases: Phase II, Phase III, Phase IV, Phase V, and Phase VI &VII (Phases I, VIII, and IX will not generated additional traffic volumes). Scenario 4: .Cumulative Conditions. Traffic volumes estimated for conditions . with buildout of the project (Scenario 3e) plus traffic associated with pending (proposed but not approved) developments. The AM peak hour was not analyzed since the park is estimated to generate negligible traffic volumes between 7:00 am and 9:00 am? Potential project impacts on the adjacent freeway segments and site access, on -site circulation and parking were also reviewed. 'Minimal activity is anticipated at the sports park during the weekday morning commute hours during the winter, spring, and fall months. Some ttatiic may be generated by sports camps during the summer months; however, these programs have not yet been developed. Feltr & Peers Associates, Inc. Gilroy Sport Park EIR TIA January 1999 This report is divided into seven chapters. Chapter 2 describes Existing Conditions regarding roadway facilities, transit service, bicycle and pedestrian facilities, traffic volumes, and traffic operations of the study intersections. Chapter 3 describes the approved developments in the area and traffic operations for Background Conditions. Chapter 4 describes the methodology used to estimate the project traffic and its impacts on the transportation system (intersections and freeway segments). On -site circulation, site access, and parking are also discussed in this chapter. Cumulative Conditions are presented in Chapter 5. Chapter 6 presents the conclusions of this transportation impact analysis. Fehr & Peers Associates, Inc. Gilroy Sport Park EIR TIA January 1999 CHAPTER 2 - EXISTING CONDITIONS This chapter provides a description of Existing Conditions in terms of the roadway facilities, -- traffic volumes, and intersection operations. Roadway Network Regional access to the project site is provided by U.S. 101 and State Route 152 (SR 152), while local access is provided by Monterey Street, Farman Frontage Road, Thomas Road/Luchessa Avenue, Princevalle Street, and Church: U.S. 101 provides access to the project site via an interchange at Monterey Street. North of its interchange with Monterey Street, U.S. 101 is a six -lane freeway, narrowing to four lanes north of Cochrane Road. South of Monterey Street, U.S. 101 becomes a four -lane highway. U.S. 101 extends northward through San Jose and San Francisco and southward through the California Central Coast. SR 152 (Pacheco Pass Highway) connects U.S. 101 to Interstate 5 and Highway 99 in the California Central Valley. This segment of SR 152 is a two to four lanes wide. SR 152 is also designated on portions of U.S. 101, Leavesley Road, and Monterey Street. West of Monterey Street, SR 152 extends westward along First Street. Monterey Street is, generally, a four -lane arterial through the City of Gilroy. Through downtown Gilroy (between Third and Seventh Streets), Monterey Street narrows to two travel lanes, with angled parking on the east site of the street separated from northbound through traffic by a raised median. North of the City Limits, Monterey Street becomes Monterey Road, a rural highway with four travel lanes and a center tam lane. Monterey Road continues northward into San Jose. South of its interchange with U.S. 101, Monterey Street becomes Bolsa Road. Near the project site, the speed limit on Monterey Street is 50 miles per hour (mph). Farman Frontage Road (formerly Monterey Frontage Road) is a two -lane road that extends southward from Monterey Street, near the Monterey Street/U.S. 101 interchange, ending in a cul- de -sac south of the project site. Farman Frontage Road is a frontage road located along the west side of U.S. 101 that provides direct access to the project site (and other properties). Thomas Road /Luchessa Avenue is a two -lane roadway, which extends northward from Santa Teresa Boulevard to Uvas Creek and then continues eastward. The City of Gilroy is currently in the process of changing the name of this roadway. The north/south segment between Santa Teresa Boulevard and Luchessa Avenue (where the road curves to the east) will remain Thomas Road. The segment from the curve to Monterey Street will be renamed Luchessa Avenue. The roadway segment east of Monterey Street is currently named Luchessa Avenue. Luchessa Fehr & Peers Associates, Inc. Gilroy Sport Park EIR TIA January 1999 Avenue terminates east of U.S. 101, east of its intersection with Rossi Lane. Near the project site, the speed limit on this roadway is 40 mph. Princevalle Street is a two -lane residential collector street that extends southward from First Street to Luchessa Avenue. Church Street is a two -lane street in the vicinity of the project site. Church Street extends northward from Thomas Road through downtown Gilroy to north of Farrell Avenue. Church Street, between Thomas Road/Luchessa Avenue and Farrell Avenue, is designated an arterial in the current General Plan. Transit Service Bus service in Santa Clara County is operated by the Santa Clara Valley Transportation Authority (VTA). Currently, there is one bus route operating within one mile of the project site, Route 68. This route operates along Princevalle Street, north of Luchessa Avenue/Thomas Road and along Thomas Road, west of Princevalle Street. Route 68 provides service between San Jose Diridon CalTrain Station and Gavilan College in Gilroy. Hours of operation are 4:30 am to 1:00 am on weekdays and 6:00 am to 12:30 am on weekends. Route 68 operates on a 15- minute headway during the commute hours and a 30- to 60- minute headway during other hours. Commuter rail service (CalTrain) is provided from Gilroy to San Francisco by the Joint Powers Board. CalTrain provides frequent train service between San Jose and San Francisco seven days a week. Extended service is provided to Morgan Hill and Gilroy during the commute hours only. The Gilroy CalTrain station is located east of Monterey Street between Seventh and Ninth Streets. Pedestrian and Bicycle Facilities Pedestrian facilities comprise sidewalks, crosswalks, and pedestrian signals. Near the site, there are generally no pedestrian facilities. A sidewalk is provided along the north side of Thomas Road/Luchessa Avenue between Monterey Street and Princevalle Street, to the north of the project site. Sidewalks are not provided along Farman Frontage Road or Monterey Street. Bicycle facilities comprise bike paths, bike lanes, and bike routes. Bike paths are paved trails that are separated from the roadways. Bike lanes are lanes on roadways that are designated for use by bicycles by striping, pavement legends, and signs. Bike routes are roadways that are designated for bicycle use with signs. Currently, no bicycle facilities directly serve the project site. There is a bike path along the eastern side of Uvas Creek between Thomas Road/Luchessa Avenue and Westwood Avenue, north of the site. Bike lanes are designated on Princevalle Street between Thomas Road/Luchessa Avenue and Sixth Street. Fehr & Peers Associates, Inc. 7 Gilroy Sport Park EIR TIA January 1999 Existing Intersection Volumes and Lane Configurations The operations of the key intersections were evaluated for evening (PM) and Saturday peak traffic conditions. The PM peak conditions generally occur during the evening commute hours between 4:00 to 6:00 pm on a weekday. The Saturday peak conditions generally occur between noon and 2:00 pm, based on information provided by City staff (machine counts conducted on Thomas Road/Luchessa Avenue in October 1998). Intersection operations were evaluated for the one hour during each of these periods for which the highest traffic volumes were measured. PM peak -hour traffic volumes for the intersections of Thomas Road/Luchessa Avenue at Princevalle Street and Monterey Street at Farman Frontage Road were provided by City staff from traffic counts conducted in 1998. Manual - tuming movement counts were conducted on Saturday, October 24, Wednesday, December 16, and Saturday December 19, 1998 (see Appendix A) to obtain supplement this information. Figure 3 shows the existing PM and Saturday peak -hour turning movement volumes at the key intersections. The intersection lane configurations are presented on Figure 4. Existing Intersection Levels of Service The operations of the key intersections were evaluated with Level of Service (LOS) calculations. Level of Service is a qualitative description of an intersection's operation, ranging from LOS A, or free -flow conditions, to LOS F, or over - saturated conditions. The City of Gilroy's standard for unsignalized intersections, as well as signalized intersections and roadway segments is Level of Service C. Intersection levels of service were calculated using the methodology presented in Chapter 10 of the 1994 Highway Capacity Manual for two -way stop - controlled intersections. This methodology evaluates an intersection's operation based on the total average delay at an intersection. The total delay for the unsignalized intersections was calculated using TRAFFIX analysis software and then correlated to a level of service. The level of service thresholds for two -way stop - controlled intersections are presented in Table 1. Current operations of the key intersections were evaluated with the existing volumes, existing lane configurations, and signal phasings /timings used as inputs to the TRAFFIX level of service calculation program. The results are presented in Table 2, and the level of service calculation sheets are contained in Appendix B. Table 2 presents both the level of service based on the delay for all movements at the intersection and the level of service based on the worst case movement or lane group, usually the left -tuna movement from the minor (stop sign- controlled) street. The results of the LOS calculations indicate that all three intersections are operating at good levels under Existing Conditions. Overall intersection operations at the key intersections are at Fehr & Peers Associates, Inc. Gilroy Sports Park EIR Fehr & Peers Associates, Inc. Key: O ® = Study Intersection N 00 (00) = PM (Saturday) Not to Scale Figure 3 EXISTING PEAK -HOUR TRAFFIC VOLUMES n+sm Fehr & Peers Associates, Inc. Gilroy Sports Park EIR January 1999 Fehr & Peers Associates, Grc Key: ® = Study Intersection O N r =Stop Sign Not to Scale Figure 4 INTERSECTION LANE CONFIGURATIONS fp na�a.oi r Fehr & Peers Associates, Grc Gilroy Sport Park EIR TIA January 1999 Table 1 Two -Way Stop - Controlled Intersection Level of Service Definitions Using Average Total Vehicular Delay Level of Service Average Total Delay Per Vehicle (Seconds) A < 5.0 B 5.1 to 10.0 C 10.1 to 20.0 D 20.1 to 30.0 E 30.1 to 45.0 F > 45.0 Source: 'Transportation Research Board, Highway Capacity Manual, Special Report 209, 1994. p.10 -12. LOS A during the PM and Saturday peak hours. At all intersections, the minor street approaches have no separate turn lanes. The worst case movement/lane groups at the intersections of Thomas Road/Luchessa Avenue with Princevalle Street and with Church Street are the southbound approaches (Princevalle and Church Streets). The Princevalle Street southbound approach is operating at LOS A during both the PM and Saturday peak hours. The southbound Church Street approach is operating at LOS B during the PM peak hour and LOS A during the Saturday peak hour. At the Monterey Street/Farman Frontage Road intersection, the worst case approach is the eastbound (Farman Frontage Road) approach, which is currently operating at LOS B during both the PM and Saturday peak hours. Fehr & Peers Associates, hic. II Gilroy Sport Park EIR TIA January 1999 Table 2 Existing Intersection Levels of Service Worst Case Intersection Movement Peak Average Average Intersection Hour Delay' LOS 2 Delay' LOS 3 Thomas Road/Luchessa Avenue and PM 1.2 A 4.8 A Princevalle Street Sat 0.9 A 4.1 A Thomas Road/Luchessa Avenue and PM 0.8 A 5.1 B Church Street Sat 0.9 A 3.8 A Monterey Street and Farman Frontage Road PM 0.6 A 9.2 B Sat 0.2 A 6.0 B Notes: ' Average total intersection delay for unsignalized intersections expressed in seconds per vehicle. LOS calculations performed using TRAFFIX, and the 1994 Highway Capacity Manual methodology for two -way stop - controlled intersections. Fehr & Peers Associates, Inc. 12 Gilroy Sport Park EIR TIA Januarv1999 CHAPTER 3 - BACKGROUND CONDITIONS This chapter discusses the operations of the key intersections under Background Conditions. Background Conditions are defined as conditions prior to completion of the proposed development. Traffic volumes for Background Conditions comprise existing volumes from counts plus traffic generated by approved developments in the area. This chapter describes the procedure used to estimate the background traffic volumes. The results of the level of service analysis for Background Conditions are also presented. Background Traffic Estimates The traffic volumes for Background Conditions were estimated by adding existing volumes and traffic generated by approved but not yet constructed projects in the vicinity of the site. The list of approved projects was developed with input from City of Gilroy Planning staff. The five approved developments identified in the vicinity of the project site are summarized in Table 3. Table 3 Approved Developments Development I Location Use /Size Motel 6 North of U.S. 10I/Monterey 129 rooms (replacing 56 rooms) Street interchange Truck Stop East of U.S. 101 at Monterey Overnight truck stop, gas sation, Street interchange convenience market, fast food restaurant, motel, and mini storage Eagle Ridge West side of Santa Teresa 650 single- family and townhouse Boulevard, between Third units, 18 -hole golf - course Street and Miller Avenue The Villas West end of Oakbrook Drive, 75 single - family residential units west of Thomas Road The Uplands West of Thomas Road/North single - family residential units ofLuchessa Avenue 160 Fehr & Peers Associates, Inc. 13 i Gilroy Sport Park EIR TIA January 1999 The trip assignments and/or trip generation and distribution information for these projects were obtained from City staff (from traffic analysis reports prepared for each development) for the PM peak hour. Traffic associated with these developments during the Saturday peak hour was estimated using trip generation rates in the Institute of Transportation Engineers Trip Generation (6' Edition) and the trip distribution information provided by City staff. The traffic associated with the approved developments was added to the existing volumes at the key intersections to estimate traffic volumes for Background Conditions.' Figure 5 illustrates the traffic volumes estimated at the key intersections for Background Conditions. Background Intersection Level of Service The results of the level of service calculations for Background Conditions are presented in Table 4. The LOS calculation sheets are contained in Appendix B. The results indicate that the key intersections will continue to operate at acceptable levels. The overall operating levels at all three intersections are projected to be LOS A. The worst case approach at the Thomas Road/Luchessa Avenue/Princevalle Street intersection is projected to operate at LOS B during the PM peak hour and LOS A during the Saturday peak hour. The worst case approach at the intersection of Thomas Road/Luchessa Avenue and Church Street is projected to operate at LOS B during the weekday PM peak hour and LOS A during the Saturday peak hour. At the intersection of Monterey Street and Farman Frontage Road, the operation of the worst case approach (eastbound Farman Frontage Road) is projected to deteriorate one level to LOS C during the PM peak hour and continue to operate at LOS B during the Saturday peak hour with the addition of traffic associated with already approved developments. These are acceptable operating levels. 'It should be noted that the Saturday peak -hour traffic estimates assume that all the uses included in the approved developments peak at the same time, producing a conservatively high estimate of Saturday peak -hour volumes. Fehr & Peers Associates, Inc. 14 Gilroy Sports Pay* EIR January 1999 63(32) ti > 298(117) > 38(25) -4 Z's 168(165) 0 U Fehr & Peers Associates, Inc Key: CD Aph wo = Study Intersection N lui Not to Scale Figure 5 I 2 I fp 1111 1 VOLUMES 103 (35) 224 (141) nth St. 31 (20) 147 (134) a. 19 (13) 0 (0) 6 (a) Cn X 27 (6 t 0 (0; y 1 04 Fehr & Peers Associates, Inc Key: CD Aph wo = Study Intersection N 00 (00) = PM (Saturday) Not to Scale Figure 5 I BACKGROUND PEAK-HOUR TRAFFIC I I fp 1111 1 VOLUMES Fehr & Peers Associates, Inc Gilroy Sport Park EIR TIA January 1999 Table 4 Background Intersection Levels of Service Worst Case Intersection Movement Peak Average Average Intersection Hour Delay' LOS' Delay' LOS' Thomas Road/Luchessa Avenue and PM 1.2 A 5.5 B Princevalle Street Sat 0.8 A 4.7 A Thomas Road/Luchessa Avenue and PM 0.8 A 5.8 B Church Street Sat 0.8 A 4.2 A Monterey Street and Farman Frontage Road PM 0.8 A 11.2 C Sat 0.5 A 7.5 B Notes: ' Average total intersection delay for unsignalized intersection expressed in seconds per vehicle. = LOS calculations performed using TRAFFIX, and the 1994 Highway Capacity Manual methodology for two -way stop - controlled intersections. Fehr & Peers Associates, Inc. 16 Gilroy Sport Park EIR TIA January 1999 CHAPTER 4 - PROJECT CONDITIONS The impacts of the proposed Gilroy Sports Park on the surrounding roadway system are discussed in this chapter. First, the methodology used to estimate the amount of traffic generated by the project is described. Then, the results of the level of service calculations for Project Conditions are presented. Project Conditions are defined as Background Conditions plus traffic generated by the proposed project. Project Conditions were evaluated in five phases. A comparison of intersection operating levels under Background and Project Conditions is then presented, and the impacts of the project on the key intersections are discussed. The potential impacts of the project on freeway segments in the vicinity of the project site, as well as on -site circulation, site access, and parking, are also discussed in this chapter. Project Traffic Estimates The amount of traffic associated with the project was estimated using a three -step process: (1) trip generation, (2) trip distribution, and (3) trip assignment. In the first step, the amounts of traffic entering and exiting the site were estimated for the two study periods. In the second step, the directions the trips use to approach and depart the site were estimated. The trips were assigned to specific street segments and intersection turning movements in the third step. The results of the process for the Gilroy Sport Park are described in the following sections. Trip Generation Peak -hour trip generation was estimated based on the proposed number and types of playing fields and other uses, as well as input from the project architect on the expected operation of the sports park. The trip generation estimates assumed the use of all softball/baseball fields at one. time. These ball fields are overlaid with soccer fields, which would not be in use during softball or baseball games. Basing the trip generation on the use of all softball/baseball fields was more conservative than assuming the use of all soccer fields because soccer teams are likely to have slightly fewer players than softball/baseball teams (12 per team versus 15 to 18 per team) and there are fewer proposed soccer fields than ball fields (seven soccer fields versus 13 softball and baseball fields). Trip generation estimates were first developed for the worst case condition, the Saturday peak hour. In addition to those described above, other assumptions include: (1) 30 players per field for softball and Little League and 36 players per field for colt baseball; Fehr & Peers Associates, Inc. 17 Gilroy Sport Park EIR TIA January 1999 (2) One spectator per player for softball and colt baseball and 35 spectators per Little League game (slightly more than one per player to reflect more parents watching their children); (3) An auto occupancy of 2.0 persons per vehicle for softball and colt baseball and 2.1 persons per vehicle for Little League (the higher occupancy for Little League was assumed due to more parents arriving with children). (4) Seventy five percent (75 %) of the games were assumed to begin or end during the peak hour. It was further assumed that the players and spectators associated with these games would arrive or leave during that hour. (5) Commercial recreation, general park use, and special events were estimated to add 200 trips (50% inbound and 50% outbound) during the Saturday peak hour. (6) PM peak -hour trip generation was assumed to be 75 % of the Saturday peak -hour trip generation for softball and baseball games and 50 % of Saturday peak -hour trip generation for general park use, commercial recreation and special events. A summary of the trips generation estimates is contained in Appendix C, including phase by phase estimates and estimates for use of all soccer fields (for informational purposes). The project, as proposed, is estimated to generate a total of 550 PM peak -hour trips (275 inbound and 275 outbound) and 800 Saturday peak -hour trips (400 inbound and 400 outbound). The trip generation estimates are presented in Table 5 by phase. Fehr & Peers Associates, Inc. . 18 Gilroy Sport Park EIR TIA January 1999 Table 5 Trip Generation Estimates PM Peak Hour Saturday Peak Hour Phase Use In Out Total In Out Total I Entry Road 0 0 0 0 0 0 II Colt Baseball (1) 56 56 112 74 74 148 Little League (2) Softball (1) 34 34 68 58 58 116 Commercial Recreation IV Softball (4) 78 78 156 110 110 220 V Softball (4) 78 78 156 110 110 220 Vl & VII Softball (1) 29 29 58 48 48 96 General Park VIII Other Roadway 0 0 0 0 0 0 Improvements IX Uvas Creek Trail south 0 0 0 0 0 Total 275 —0 275 550 400 400 800 Trip Distribution The trip distribution pattern for the project was estimated based on existing travel patterns in the vicinity of the site and the relative locations of complementary land uses in the area. The major directions for project - generated traffic to approach and depart the project site are estimated to be: 30 % to and from the west on Thomas Road/Luchessa Avenue 10 % to and from the north on Princevalle Street 15 % to and from the north on Church Street 10 % to and from the north Monterey Street 20 % to and from the north on U.S. 101 10 % to and from the south U.S. 101 5 % to and from the neighborhoods north of Thomas Road/Luchessa Avenue, west of Monterey Street. 100% Fehr & Peers Associates, Inc. 19 Gilroy Sport Park EIR TIA January 1999 The trip distribution pattern is illustrated on Figure 6. Trip Assignment The trips generated by the proposed Gilroy Sports Park were assigned to the roadway system based on the directions of approach and departure discussed above. Figure 7 presents the peak - hour project trip assignments by turning movement at the study intersections and on nearby roadway segments for buildout conditions. The project trips for each phase were added to the traffic volumes for Background Conditions to achieve turning- movement volumes at the key intersections for each phase of the project. The total traffic volumes under "with project' conditions are shown on Figure 8. Project Intersection Levels of Service Intersection level of service calculations were conducted to evaluate the operating conditions of the key intersections with project traffic and the potential impacts of the proposed project on the local roadway system. The intersection operations was evaluated with each phase of the project. The results of the intersection level of service calculations for Background and Project Conditions are summarized in Table 6. The intersections of Thomas Road/Luchessa Avenue with Princevalle Street and with Church Street are projected to continue to operate at acceptable levels of service (both total intersection and worse case approach) through buildout of the proposed project. The overall intersection operations at the Monterey Street/Farman Frontage Road intersection are projected to be acceptable (LOS C or better) during both peak hours through the completion of Phase IV. With the completion of Phase V, overall intersection operations are projected to deteriorate to LOS D during the PM peak hour and LOS F during the Saturday peak hour. With the completion of Phases VI and VII, intersection operations during both peak hours are projected to be LOS F. The operations of the worst case approach, eastbound Farman Frontage Road, are projected to remain at acceptable levels during both peak hours through the completion of Phase III. With the completion of Phase IV, this approach is project to deteriorate to LOS E during the PM peak hour and LOS D during the Saturday peak hour. Intersection Impacts The results indicate that the project will have a significant adverse impact on the intersection of Monterey Street and Farman Frontage Road. Although overall intersection operations are projected to be LOS B during both peak hours, the addition of project generated traffic will result in the deterioration of worst case approach operations to LOS E (average total delay of 32.4 Fehr & Peers Associates, Inc. 20 Gilroy Sports Park EIR Jannarv1999 Key: ® Study Intersection O N Not to Scale Figure 6 TRIP DISTRIBUTION PATTERN fp Fehr d Peers Associates, Inc. Gilroy Sports Park EIR .1antertry 1999 Key: ® Study Intersection XX (XX) = PM (Saturday) Figure 7 PEAK -HOUR PROJECT TRIP ASSIGNMENT (PROJECT BUILDOUT) Fehr & Peers Associates, Inc. O N Not to Scale 136 (83) X307 (281) 31 (17) 230 (254) 017 19/11, 1. Key: ® = Study Intersection 00 (00) = PM (Saturday) r R- 113(104) 414(285) 38/(25)_W 284(333) '"" N Gilroy Sports Park EIR January 1999 rn N flm rvvNi X19(13) a (e) 'a r fi(8) R tf m 220 (286) 3 94 (123) m ^g ^�N lii N m y�Figure 8 I BACKGROUND PLUS PROJECT BUILDOUT PEAK -HOUR TRAFFIC VOLUMES Fehr & Peers Associates, Inc. O N Not to Scale Gilroy Sport Park EIR TIA January 1999 Table 6 Background and Project Intersection Levels of Service ' Worst Case Intersection Movement' Average Peak Average Total Scenario Hour Delay' LOS2 Delay LOS Thomas Road/Luchessa Avenue and Princevalle Street Background Conditions (Existing Conditions PM 1.2 A 5.5 B + Approved Projects) Sat 0.8 A 4.7 A Phase II Conditions (Background Conditions + PM 1.3 A 6.0 B Project Phase II Traffic)' Sat 0.9 A 5.1 B Phase III Conditions (Phase II Conditions + PM 1.9 A 6.2 B Project Phase III Traffic) Sat 1.0 A 5.5 B Phase IV Conditions (Phase III Conditions + PM 1.4 A 6.9 B Project Phase IV Traffic) Sat 1.1 A 6.4 B Phase V Conditions (Phase IV Conditions + PM 1.6 A 7.8 B Project Phase V Traffic) Sat 1.2 A 7.4 B Phase VI &VII Conditions (Phase V PM 1.6 A 8.1 B Conditions+ Project Phase VI &VII Traffic)° Sat 1.3 A 8.0 B Thomas Road/Luchessa Avenue and Church Street Background Conditions (Existing Conditions PM 0.8 A 5.8 B + Approved Projects) Sat 0.8 A 4.2 A Phase II Conditions (Background Conditions + PM 0.9 A 6.6 B Project Phase II Traffic)' Sat 0.9 A 4.9 A Phase III Conditions (Phase II Conditions + PM 1.0 A 7.2 B Project Phase III Traffic) Sat 1.0 A 5.5 B Phase IV Conditions (Phase III Conditions + PM 1.2 A 8.5 B Project Phase IV Traffic) Sat 1.2 A 6.9 B Phase V Conditions (Phase N Conditions + PM 1.4 A 10.2 C Project Phase V Traffic) Sat 1.5 A 8.8 B Phase VI &VII Conditions (Phase V PM 1.5 A 11.1 C Conditions+ Project Phase VI &VII Traffic' Sat 1.6 A 9.8 B Fehr & Peers Associates, Inc. 24 Gilroy Sport Park EIR TIA January 1999 seconds per vehicle) during the PM peak hour and LOS D (25.1 seconds of average total delay per vehicle) during the Saturday peak hour with the coritpletion of Phase IV of the project. While the City of Gilroy does not have an LOS standard for individual turning movements at an unsignalized intersection, LOS E operations are generally considered unacceptable. The project would not have a significant impact on the intersections of Thomas Road/Luchessa Avenue with Princevalle and Church Streets. Intersection Mitigation Measures With the final phase of the project, the installation of a traffic signal at the Monterey Street/Farman Frontage Road intersection is proposed. Mitigation for project impacts would be the installation of this traffic signal prior to completion of Phase IV of the project. The Peak Hour Volume Warrant for signal installation in the Caltrans Traffic Manual was investigated to Fehr & Peers Associates, Inc. 25 Table 6 Background and Project Intersection Levels of Service Worst Case Intersection Movement' Average Peak Average Total Scenario Hour Delay' LOS'- Delay LOS Monterey Street and Farman Frontage Road Background Conditions (Existing Conditions PM 0.8 A 11.2 C + Approved Projects) Sat 0.5 A 7.5 B Phase II Conditions (Background Conditions + PM 1.7 A 14.2 C Project Phase II Traffic)' Sat 1.4 A 9.8 B Phase III Conditions (Phase II Conditions + PM 2.5 A 17.1 C Project Phase III Traffic) Sat 2.3 A 12.3 C Phase IV Conditions (Phase III Conditions+ PM 6.0 B 32.4 E Project Phase IV Traffic) Sat 6.1 B 25.1 D Phase V Conditions (Phase IV Conditions + PM 28.4 D 132.3 F Project Phase V Traffic) Sat 45.6 F - 167.1 F Phase VI &VII Conditions (Phase V PM 60.0 F 266.3 F Conditions + Project Phase VI &VII Traffic)° Sat 117.1 F 407.9 F Notes: ' Average total intersection delay, expressed in seconds per vehicle. ' LOS calculations performed using the CMP level of service analysis program, TPAFFIX, and the 1994 Highway Capacity Manual methodology for two -way stop - controlled intersections. ' Phase I does not include trip generating uses. Phase 1 operations would be the same as Background Conditions. ' Equal to project buildout conditions. Phase VIII and IX do not generate additional traffic. seconds per vehicle) during the PM peak hour and LOS D (25.1 seconds of average total delay per vehicle) during the Saturday peak hour with the coritpletion of Phase IV of the project. While the City of Gilroy does not have an LOS standard for individual turning movements at an unsignalized intersection, LOS E operations are generally considered unacceptable. The project would not have a significant impact on the intersections of Thomas Road/Luchessa Avenue with Princevalle and Church Streets. Intersection Mitigation Measures With the final phase of the project, the installation of a traffic signal at the Monterey Street/Farman Frontage Road intersection is proposed. Mitigation for project impacts would be the installation of this traffic signal prior to completion of Phase IV of the project. The Peak Hour Volume Warrant for signal installation in the Caltrans Traffic Manual was investigated to Fehr & Peers Associates, Inc. 25 Gilroy Sport Park E/R TIA Jarurary 1999 determine when traffic volumes at the intersection would satisfy the warrant requirements. The estimated traffic volumes for Phase III through Buildout (Phase VI +VII) were compared to the requirements for rural areas because travel speeds on Monterey Street at Thomas Road/Luchessa Avenue exceeds 45 mph (the speed limit is 50.mph). Traffic volumes after the completion of Phases IV through buildout satisfy the warrant requirements during both peak hours. Traffic projections for the PM peak hour after completion of Phase III would marginally meet requirements. The signal warrant sheets are included in Appendix D. The operation of the signalized intersection was evaluated with the level of service methodology approved by the VTA, and adopted by the City of Gilroy. This method evaluates an intersection's operation based on the average stopped vehicular delay calculated using the method described in Chapter 9 of the 1985 Highway Capacity Manual (HCM) with adjusted saturation flow rates. The average delay for signalized intersections is calculated using the TRAFFIX analysis software and is correlated to a level of service designation as shown in Table 7. The Level of Service Standard for signalized City of Gilroy intersections is LOS C. With installation of the traffic signal, the intersection is projected to operate at LOS C during both peak hours with the addition of Phase IV through buildout traffic volumes. The lane configuration was assumed to remain unchanged from Existing Conditions: Southbound Approach - one left -turn lane, one through lane, one shared through/right- turn lane Westbound Approach - one shared lane for all movements Northbound Approach - one left -tum lane, one through lane, one shared through/right- turn lane Eastbound Approach - one shared lane for all movements It was assumed that protected left -turn phasing would be provided for the northbound and southbound approach, while a single signal phase would be provided to serve the eastbound and westbound approaches. It is recommended that a separate left -tam lane be added to the eastbound approach to serve the traffic leaving the sports park and to allow for the addition of protected left-tam phasing for this approach in the future. Under buildout conditions, up to 286 vehicles are projected to turn left from eastbound/northbound Farman Frontage Road onto northbound Monterey Street. With the low volumes projected for the hotel driveway that forms the westbound approach of the intersection, a left -turn phase is not warranted. However, in the future, changes to traffic conditions in the area may require the addition of a left -turn phase. Fehr & Peers Associates, Inc. 26 Gilroy Sport Park EIR TIA January 1999 Table 7 Signalized Intersection Level of Service Definitions Using Average Stopped Vehicular Delay Average Level of Stopped Delay Service Per Vehicle (Seconds) Description A < 5.0 Operations with very low delay occurring with favorable progression and/or short cycle length. B+ 5.1 to 7.0 Operations with low delay occurring with good progression B 7.1 to 13.0 and/or short cycle lengths. B- 13.1 to 15.0 C+ 15.1 to 17.0 Operations with average delays resulting from fair progression C 17.1 to 23.0 and/or longer cycle lengths. Individual cycle failures begin to C- 23.1 to 25.0 appear. D+ 25.1 to 28.0 Operations with longer delays due to a combination of D 28.1 to 37.0 unfavorable progression, long cycle lengths, or high V/C ratios. D- 37.1 to 44.0 Many vehicles stop and individual cycle failures are noticeable. E+ 40.1 to 44.0 Operations with high delay values indicating poor progression, E 44.1 to 56.0 long cycle lengths, and high V/C ratios. Individual cycle failures E- 56.1 to 60.0 are frequent occurrences. This is considered to be the limit of acceptable delay. F > 60.0 Operation with delays unacceptable to most drivers occurring due to oversaturation, poor progression, or very long cycle lengths. Source: VTA's CMP Transportation Impact Analysis Guidelines, May 1998 and Highway Capacity Manual, Special Report 209, Transportation Research Board, 1994. Freeway Segment Level of Service Analysis According to CMP guidelines, freeway segments to which a proposed development is projected to add trips equal to or greater than one percent of the freeway segment's capacity must be evaluated. Segments of U.S. 101 were reviewed to determine if a significant amount of project traffic would be added to these freeway segments' during the PM peak hour. Capacities of 2,200 4The segments of U.S. 101 south of Monterey Street are highway (not freeway) segments. The CMP TIA guidelines do not specify a methodology for the analysis of multi -lane highway segments. Therefore, the freeway segment methodology was used to determine if a significant amount of project traffic is added to these segments. Fehr & Peers Associates, Inc. 27 Gilroy Sport Park EIR TIA January 1999 vehicles per hour per lane (vphpl) for four -lane segments' and 2,300 vphpl for freeway segments with six or more lanes were used in the analysis. Table 8 presents the capacities of each segment, the estimated number of trips added to each segment by the proposed development during the PM peak hour, and whether or not the freeway segment must be evaluated'in greater detail. Freeway Segment Impacts The project is not estimated to add traffic equal to or greater than one percent of the capacity to the four nearby freeway segments. Therefore, additional analysis is not required. The project's impact on the segments of U.S. 101 in the study area is estimated to be insignificant. Improvements to Other Travel Modes Pedestrian Access As part of the project, six -foot wide sidewalks are proposed to be constructed along the west side of Farman Frontage Road between Monterey Street and the park entrance and along the west side of Monterey Street between Thomas Road/Luchessa Avenue and Farman Frontage Road. Crosswalks are proposed across the north leg of the Monterey Street/Farman Frontage Road 'The 1994 Highway Capacity Manual indicates a capacity of 2,200 vphpl for multi -lane highway segments (assuming a design speed 60 miles per hour). Fehr & Peers Associates, Inc. 28 Table 8 Project Freeway Segment Analysis (PM Peak Hour) 1% of Project Requires Segment Capacity' Capacity Trips _ Analysis? Northbound U.S. 101, 6,900 69 55 No Tenth Street to Monterey Street Southbound U.S. 101, 6,900 69 55 No Tenth Street to Monterey Street Northbound U.S. 101, 4,400 44 28 No Monterey Street to Castro Valley Road Southbound U.S. 101, 4,400 44 28 No Monterey Street to Castro Valley Road Notes: ' A capacity of 2,200 vehicles per hour per lane was used for four -lane highway segments, while a capacity of 2,300 vehicles per hour per lane was used for freeway segments with six or more lanes. Improvements to Other Travel Modes Pedestrian Access As part of the project, six -foot wide sidewalks are proposed to be constructed along the west side of Farman Frontage Road between Monterey Street and the park entrance and along the west side of Monterey Street between Thomas Road/Luchessa Avenue and Farman Frontage Road. Crosswalks are proposed across the north leg of the Monterey Street/Farman Frontage Road 'The 1994 Highway Capacity Manual indicates a capacity of 2,200 vphpl for multi -lane highway segments (assuming a design speed 60 miles per hour). Fehr & Peers Associates, Inc. 28 'Gilroy Sport Park EIR TIA January 1999 crossing of the Thomas Road/Luchessa Avenue bridge is the recommended pedestrian and bicycle facility.) Due to travel speeds along Thomas Road/Luchessa Avenue (in excess of 40 mph), crosswalks are not recommended without the protection of traffic signals with pedestrian heads for pedestrian crossing or all -way stop sign control (stop signs on all three intersection approaches). The installation of signals were investigated via Caltrans traffic signal warrants. The vehicular volumes projected after the completion of the sports park do not satisfy the Peak Hour Volume Warrant requirements (see Appendix D). Caltrans' "Warrant3 - Minimum Pedestrian Volume" for traffic signal installation requires a pedestrian volume crossing the major street of 100 or more for each of any four hours or 190 or more during any one hour during an average day.' Data provided in the Santa Clara County Countywide Trails Master Plan (July 1995) indicates that usage of the Uvas Creek Trail (measured at Miller Avenue) was about 260 persons on a Saturday and 150 persons on a Tuesday in May 1994. The most likely users of the trail for park access will be residents living in the neighborhoods immediately north of Thomas Road/Luchessa Avenue. As shown on Figure 6, five percent of the project - generated traffic is estimated to originate or be destined for this area. Assuming a vehicle occupancy of 2.0 person per vehicle, 80 person trips during the Saturday peak hour and 55 person trips during the PM peak hour would be generated by these neighborhoods. This projection does not meet the minimum volume required. Therefore signals are not recommended in the near -term. It is recommended that this location be monitored for both vehicular and pedestrianibicycle volumes, and an all -way stop or traffic signals (with pedestrian heads) be installed if warrant requirements are met. As land use developments in the area are builtout, traffic volumes along Thomas Road/Luchessa Avenue will increase. The City monitors traffic volumes at this intersection and staff indicates that this intersection will be signalized in the future when traffic volumes meet the required levels. Transit Access The project master plan indicates that the VTA will extend bus service to serve the sports park. City staff has indicated that the VTA will extend service when other development in this area (including hotels and other commercial along Monterey Street) generate sufficient demand for bus service. The site plan shows a bus stop and tam around area on Farman Frontage Road south of the project entrance. This bus stop and turn around should be designed to VTA standards. Pedestrian 'In addition to the minimum pedestrian volume, less than 60 gaps per hour in the traffic stream of adequate length for pedestrians to cross during the same time period must be observed. Fehr & Peers Associates, Inc. 30 Gilroy Sport Park EIR TIA January 1999 access should be provided from the bus stop to the park, including a sidewalk along Farman Frontage Road that connects to the internal pedestrian paths. Site Access, On -Site Circulation and Parking Site Access The Gilroy Sports Park will be served by one driveway on Farman Frontage Road. The intersection of the driveway with Farman Frontage Road will be controlled by a stop sign on the driveway approach. During the worst case peak hour on a Saturday, 400 vehicles are projected to exit the site during one hour. Due to the low volumes along Farman Frontage road (currently 17 vehicles during the Saturday peak hour and 56 vehicles during the PM peak hour), the intersection of the driveway with Farman Frontage Road is projected to operate at acceptable levels — overall LOS A operations with LOS B operations for the park driveway approach (see Appendix E). Entry to the park will be controlled by a cashier at the entry building located approximately 500 feet from intersection of the park entry road with Farman Frontage Road. A flat parking fee would be charged to vehicles entering the park with some park users (such as tournament players and members of league teams) using passes provided in advance. The hourly design capacity for a parking entrance with a cashier and a flat fee is approximately 300 vehicles per hour per entry lane (vphpl). The project proposes to have at least two entry lanes. The highest inbound volume to the park is expected to occur during the Saturday peak hour. The estimated hourly peak volume is 400 vehicles. The 951 percentile queue was calculated using a Poisson distribution, a capacity of 300 vphpl, two entry lanes, and a peak volume of 400 vph (see Appendix E). The results indicate that the maximum queue would be approximately 175 feet in each of two lanes. The 500 -foot storage length would be sufficient to serve this queue. Two turn around areas are provided along the entry road: one between the park gates and Farman Frontage Road and a second west of the entry building. These locations will allow vehicles arriving after the park has closed (or drivers wishing to exit for other reasons) to make U -turns and exit the park. On -Site Circulation On -site circulation was reviewed and generally found to be adequate. Pedestrian paths and sidewalks are located throughout the park and provide adequate internal pedestrian circulation and connections to the Uvas Creek Trail and Farman Frontage Road. Pedestrians paths along the perimeter of the park are 12 feet wide and double as emergency access roadways. Fehr & Peers Associates, Inc. 31 Gilroy Sport Park EIR TIA January 1999 Some recommended improvements for vehicular circulation are listed below. Sketches illustrating the changes are included in Appendix F. The outbound lanes of the entry road near Farman Frontage Road should be narrowed to one lane with paint to allow two outbound lanes (with park personnel directing traffic), if needed. • All -way stop sign control is recommended at the intersection of the entry road and the main north -south road. All -way stop sign control will provide safer conditions for pedestrians crossing this intersection. • It is recommended that the first driveway on the entrance road (closest to Farman Frontage Road) be widened to allow both inbound and outbound traffic and the landscape median along the entry road be cut back to allow left turns from this parking area onto the entry road. Currently, the on -site traffic is concentrated at the intersection of the entry road and the main north -south circulation road. Allowing left turns out of the eastern most driveway will diffuse some of this traffic. Landscaping in the median should be low (two to 2.5 feet in height) or taller trees with thin trunks, which should be pruned to maintain adequate sight distance. The provision of an additional north -south circulation aisle in the westem -most parking area to break -up the long rows of parking spaces is recommended. In addition, the parking bays and circulation aisles should be extended eastward, eliminating the isolated landscaped barrier at the east end of the parking area. Parkine The parking demand was estimated in a manner similar to trip generation, based on the planned operation of the sports park and assumptions regarding numbers of persons per vehicle for the different uses within the park. The parking demand estimates by phase are presented in Table 9. Details of the parking estimate calculations are contained in Appendix G. The parking demand after buildout of the park is estimated be 996 parked vehicles. The recommended parking supply is the parking demand plus five percent to account for circulating vehicles. Therefore, the recommended parking supply for the Gilroy Sports Park is 1,047 parking spaces. The recommended parking supply by phase is presented in Table 8. The site plan (date June 16, 1998) includes 1,049 parking spaces, which will adequately serve the projected demand. Table 9 presents a comparison of the recommended parking supply by phase to the proposed parking supply by phase. A shortfall is projected to occur after the Fehr & Peers Associates, Inc. 32 Gilroy Sport Park EIR TIA January 1999 completion of Phase V. It is recommended that 180 of the 298 parking spaces that will be constructed with Phase VI be constructed instead with Phase V to offset the projected shortfall. The City of Gilroy Zoning Ordinance does not include an off - street parking requirement for ball parks. The most similar land use included in the ordinance is a theater or auditorium with fixed seats. The parking requirement for this land use is one parking space per four seats or seven feet of bench space. The proposed sports park will have approximately 300 feet of bench space for each of the 13 ballfields, for a total of 3,900 feet of bench. The required off - street parking supply would be 558 spaces. The proposed 1,049 parking spaces would be sufficient to meet this requirement. Table 9 Parking Demand and Supply Summary Phase Cumulative Estimated Demand Cumulative Supply Recommended Provided Difference I 0 0 117 +117 II 196 206 278 +72 III 326 343 439 +96 IV 606 637 751 +114 V •886 931 751 -180 VI &VII 996 1047 1049 +2 VII & IX 996 1047 1049 +2 Fehr & Peers Associates, Inc. 33 Gilroy Sport Park EIR TIA January 1999 CHAPTER 5 - CUMULATIVE CONDITIONS This chapter presents the results of the level of service calculations under Cumulative Conditions. Cumulative Conditions are defined as existing volumes plus traffic generated by approved but not yet constructed developments in the project study area, plus traffic generated by the proposed project, plus traffic associated with proposed but not approved developments in the study area. Cumulative Traffic Estimates Traffic volumes for Cumulative Conditions were estimated by adding traffic associated with pending developments to traffic volumes estimated for Project Conditions. There are two pending developments in the study area: a 113 -room Hilton at Monterey Street and U.S. 101 and the Gilroy Cinemas (an 8- screen, 1,100 -seat movie theater) located on the west side of Monterey Street, south of Tenth Street. PM peak -hour traffic volumes for these developments were estimated based on traffic reports prepared for the developments and provided by City staff. Saturday peak -hour volumes were estimated using trip generation rates from ITE Trip Generation.' Cumulative Intersection Levels of Service The operation of the key intersections were evaluated with a level of service calculation. The results are presented in Table 10. Under Cumulative Conditions, the intersection ofPrincevalle Street and Thomas Road/Luchessa Avenue is projected to continue to operate at acceptable levels. The overall intersection operations are projected to be LOS A during both the PM and Saturday peak hours, while the worst case approach is projected to operate at LOS B during both peak hours. The intersection of Thomas Road/Luchessa Avenue and Church Street is projected to operate at an overall LOS A during the PM and Saturday peak hours. The worst case movement is projected to operate at LOS C during both peak hours. The intersection of Monterey Street and Farman Frontage Road, with two -way stop -sign control, is projected to operate at LOS F (both overall intersection operations and the worst case approach) during both peak hours. With the installation of a traffic signal, the intersection is projected to operate at LOS C during both PM and the Saturday peak hours. 'It should be noted that the Saturday peak hour traffic estimates assume that all the uses included in the approved and cumulative developments, as well as the proposed project, peak at the same time, resulting a conservatively high estimate of Saturday peak -hour volumes. Fehr & Peers Associates, Inc. 34 Gilroy Sport Park EIR TIA January 1999 Fehr & Peers Associates, Inc. 35 Table 10 Cumulative Intersection Levels of Service Worst Case Intersection Movement' Average Peak Average Total Intersection Hour Delay' LOS 1 Delay LOS Thomas Road/Luchessa Avenue and PM 1.7 A 8.3 B Princevalle Street Sat 1.3 A 8.2 B (Two -Way Stop Controlled) Thomas Road/Luchessa Avenue and PM 1.7 A 12.1 C Church Street Sat 2.1 A 11.5 C (Two -Way Stop Controlled) Monterey Street and Farman Frontage Road PM 116.9 F 560.6 F (Two -Way Stop Controlled) Sat 241.4 F 934.1 F Monterey Street and Farman Frontage Road PM 16.7 C n/a (Signalized) Sat 18.8 C n/a Notes: ' Average total intersection delay for unsignalized intersection and whole intersection weighted average stopped delay for signalized intersections, expressed in seconds per vehicle. c LOS calculations performed using the CMP level of service analysis program, TRAFFIX, and the 1994 Highway Capacity Manual methodology for two -way stop - controlled intersections and the 1985 Highway Capacity Manual delay methodology for signalized intersections. ' For unsignalized intersections only. Fehr & Peers Associates, Inc. 35 Gilroy Sport Park EIR TIA January 1999 CHAPTER 6 - CONCLUSIONS The proposed development of the Gilroy Sports Park is estimated to generate 550 PM peak -hour trips (275 inbound/275 outbound) and 800 Saturday peak -hour trips (400 inbound/400 outbound). The impacts of the proposed development on the surrounding roadway system were evaluated following guidelines of the City of Gilroy and the Santa Clara Valley Transportation Authority (VTA). The results indicate that the project will have a significant adverse impact on the intersection on Monterey Street and Farman Frontage Road. The installation of the proposed traffic signal at this intersection would mitigate project impacts and provide LOS C operations during both the PM and Saturday peak hours. Installation of the traffic signal will be needed prior to the completion of Phase IV of the proposed sports park. Caltrans' Peak Hour Volume Warrant for signal installation will be satisfied with the addition of traffic volumes estimated for the development of Phases I through IV of the proposed park. It is recommended that a separate eastbound left -turn lane be provided to serve the traffic added to the eastbound to northbound left -tum movement by the project. The project is estimated to have an insignificant impact on the operations of the intersections of Princevalle Street and Thomas Road/Luchessa Avenue and Church Street and Thomas Road/Luchessa Avenue, as well as segments of U.S. 101 north of and south of Monterey Street. Recommendations were made in regard to other improvements proposed by the project, including: It is recommended that the crosswalk across Monterey Street at Farman Frontage Road not be provided until the traffic signal is installed at this intersection. The high travel speeds on Monterey Street (in excess of 50 mph) and the width of the street (120 feet) make it hazardous for pedestrians to cross without the protection of a traffic signal. • The proposed Farman Frontage Road bus stop should be designed to VTA standards. Pedestrian access should be provided from the bus stop to along Farman Frontage Road that connects to the internal pedestrian paths. The proposed sidewalk along the west side of Monterey Street should connected to and coordinated with the City's improvement plans for the intersection of Thomas Road/Luchessa Avenue and Monterey Street (which include traffic signal installation and pedestrian signals). It is recommended that the sidewalks along Monterey Street be installed when the other improvements (i.e., the installation of the traffic signal) occur at the Monterey Street/Farman Road intersection prior to Phase IV. Fehr & Peers Associates, Inc. 36 Gilroy Sport Park EIR TIA Janamy 1999 • Due to travel speeds along Thomas Road/Luchessa Avenue (in excess of 40 mph), a crosswalk is not recommended without the protection of a traffic signal with pedestrian heads for pedestrian crossing or all -way stop sign control (stop signs on all three intersection approaches). The recommended pedestrian and bicycle facility is the connection of the existing trail north of Thomas Road/Luchessa Avenue with the proposed trail to the south via the future under - crossing of the Thomas Road/Luchessa Avenue bridge. It is recommended that this location be monitored for both vehicular and pedestrian/bicycle volumes, and an all -way stop or traffic signals (with pedestrian heads) be installed if warrant requirements are met. Site access, on -site circulation and parking were assessed. The proposed parking supply of 1,049 was found to be adequate to serve the estimated demand. However, a shortfall is projected to occur after the completion of Phase V. It is recommended that 180 of the 298 parking spaces that will be constructed with Phase VI be constructed instead with Phase V to offset the projected shortfall. Site access was found to be adequate, with sufficient storage provided for queued vehicles between Farman Frontage Road and the main entry building, where a parking fee will be collected. On -site circulation was reviewed and generally found to be adequate. The following recommendation were made: • The outbound lanes of the entry road near Farman Frontage Road should be narrowed to one lane with paint to allow two outbound lanes (with park personnel directing traffic), if needed. • All -way stop sign control is recommended at the intersection of the entry road and the main north -south road. All -way stop sign control will provide safer conditions for pedestrians crossing this intersection. • It is recommended that the first driveway on the entrance road (closest to Farman Frontage Road) be widened to allow both inbound and outbound traffic and the landscape median along the entry road be cut back to allow left turns from this parking area onto the entry road. Currently, the on -site traffic is concentrated at the intersection of the entry road and the main north -south circulation road. Allowing left turns out of the eastern most driveway will diffuse some of this traffic. Landscaping in the median should be low (two to 2.5 feet in height) or taller trees with thin trunks, which should be pruned to maintain adequate sight distance. Fehr & Peers Associates, Inc. 37 Gilroy Sport Park EIR TIA January 1999 • The provision of an additional north -south circulation aisle in the westem -most parking area to break -up the long rows of parking spaces is recommended. In addition, the parking bays and circulation aisles should be extended eastward, eliminating the isolated landscaped barrier at the east end of the parking area. `l Fehr & Peers Associates, Inc. 38 APPENDICES APPENDIX A TRAFFIC COUNTS MARES TRAFFIC DATA SERVICE ( f OF GILROY Site Code : 00000000 Start Date: 10/24/98 File I.D.: FRONTA -S Page : I MONTEREY ST. RESTAURANT D/W MONTEREY ST. MONTEREY FRONTAGE RD. Southbound Westbound Northbound Eastbound ,crnrt e Roht Thru Left Totl Roht Thru Left Totl Rmht Thru Left Totl Rght Thru Left Totl Total 'OOpm 1 48 2 51 1 0 1 2 2 58 0 60 1 0 1 2 115 12:15 2 50 1 53 1 0 2 3 1 55 0 56 2 3 0 5 117 30 0 55 6 61 1 0 1 2 2 63 1 66 0 0 1 1 130 45 0 75 3 78 1 0 1 2 0 79 0 79 1 0 1 2 161 Hour Total 3 228 12 243 4 0 5 9 5 255 1 261 4 3 3 10 523 OOpm 3 70 3 76 0 0 1 1 1 74 2 77 0 0 1 1 155 ' -15 3 63 2 68 1 0 0 1 0 77 1 78 2 0 1 3 150 _1:30 1 61 1 63 1 0 1 2 1 58 1 60 1 0 1 2 127 45 1 58 3 62 1 0 0 1 2 82 4 88 2 0 2 4 155 r Total 8 252 9 269 3 0 2 5 4 291 8 303 5 0 5 10 587 r" nd 11 480 21 512 7 0 7 14 9 546 9 564 9 3 8 20 1110 f Total 1.0% 43.2% 1.9% .6% 0.0% .6% .8% 49.2% .8% .8% .3% .7% apprch % 46.1% 1.3% 50.8% 1.8% g_nf Apprch 2.1% 93.8% 4.1% 50.0% 0.0% 50.0% 1.6% 96.8% 1.6% 45.0% 15.0% 40.0% Peak Hour Analysis By Entire Intersection for the Period: 12:00pm to 01:45pm on 10/24/98 StartPeak Hr ......... Volumes ......... ....... Percentages ....... Direction Street Name Peak Hour Factor Rght Thru Left Total Rght Thru Left Southbound MONTEREY ST. 12:30pm .907 6 263 14 283 2.1 92.9 4.9 ,- Westbound RESTAURANT D/W .750 3 0 3 6 50.0 .0 50.0 Northbound MONTEREY ST. .949 3 293 4 300 1.0 97.6 1.3 Eastbound MONTEREY FRONTAGE RD. .583 3 0 4 7 42.8 .0 57.1 CITY OF GILROY MONTEREY ST. 6 2631 14 4 293 3 300 Inbound 83 Outbound 300 Total 583 4 10 0 6 4 Inbound 7 ^utbound 10 0 Total 17 3 Inbound 300 Outbound 269 Total 569 3 4 293 263 3 269 MONTEREY ST. MARKS TRAFFIC DATA SERVICE 0 Inbound 5 Outbound 17 3 Total 23 14 0 17 3 RESTAURANT D/N Site Code : 00000000 Start Date: 10/24/98 File I.D.: FRONTA -S Page : 2 HARKS TRAFFIC DATA SERVICE CITY OF GILROY Site Code : 00000000 PRINCEVALE ST. THOMAS RD. Southbound Westbound Start Start Date: 10/24/98 File I.D.: PRINCE -S Page : 1 THOMAS RD. Northbound Eastbound Time Ruht Thru Left Totl Rcht Thru Left Totl Rght Thru Left Totl Root Thru Left Totl Total 12:00pm 4 0 8 12 6 16 0 22 0 0 0 0 0 25 3 28 62 12:15 3 0 10 13 5 14 0 19 0 0 0 0 0 21 4 25 57 12:30 5 0 5 10 5 18 0 23 0 0 0 0 0 27 6 33 66 12:45 5 0 10 15 11 17 0 28 0 0 0 0 0 21 2 23 66 Hour Total 17 0 33 50 27 65 0 92 0 0 0 0 0 94 15 109 251 1:00pm 1 0 10 11 9 30 0 39 0 0 0 0 0 19 4 23 73 1:15 6 0 5 11 5 24 0 29 0 0 0 0 0 21 2 23 63 1:30 4 0 7 11 8 14 0 22 0 0 0 0 0 13 3 16 49 1:45 4 0 5 9 9 15 0 14 0 0 0 0 0 15 3 18 51 Hour Total 15 0 27 42 31 83 0 114 0 0 0 0 0 68 12 80 236 Grand 32 0 60 92 58 148 0 206 0 0 0 0 0 162 27 189 487 % of Total 6.6% 0.0% 12.3% 11.9% 30.4% 0.0% 0.0% 0.0% 0.0% 0.0% 33.3% 5.5% Apprch % 18.9% 42.3% 38.8% % of Apprch 34.8% 0.0% 65.2% 28.2% 71.8% 0.0% 0.0% 0.0% 0.0% 0.0% 85.7% 14.3% Peak Hour Analysis By Entire Intersection for the Period: 12:00pm to 01:45pm on 10/24/98 ....... Percentages ....... Rght Thru Left 36.1 .0 63.8 25.2 74.7 .0 0.0 0.0 0.0 .0 86.2 13.7 Start Peak Hr ......... Volumes ......... Direction Street Name Peak Hour Factor Rght Thru Left Total Southbound PRINCEVALE ST. 12:30pm .783 17 0 30 47 Westbound THOMAS RD. .763 30 89 0 119 Northbound .0 0 0 0 0 Eastbound THOMAS RD. .773 0 88 14 102 ....... Percentages ....... Rght Thru Left 36.1 .0 63.8 25.2 74.7 .0 0.0 0.0 0.0 .0 86.2 13.7 0 MARES TRAFFIC DATA SERVICE Y OF GILROY Site Code : 00000000 0 106 89 17 14 PRINCEVALE ST. 17 0 30 14 0 30 44 Inbound 47 Outbound 44 Total 91 Inbound 102 Outbound 106 88 Total 208 0 Inbound 0 Outbound 0 Total 0 0 0 0 0 0 Start Date: 10/24/98 File I.D. PRINCE -S Page 2 89 Inbound 119 Outbound 118 0 Total 237 30 88 118 0 THOMAS RD. FROM : MARKS TRAFFIC DATA SERVICE PHONE NO. 925 229 8296 Dec. 19 1998 04:05PM P4 MARES TRAFFIC DATA SERVICE _..Y OF GILROY Site Code : 00000000 Start Date: 121]6198 Pile I:D.: CHURCH -P Page : 7 CHURCH ST. THOMAS RD. THOMAS ED. Southbound Westbound Northbound Eastbound in to A ht Thru Left Totl A t Tbru Left Totl' R ht Thru Left Teti R ht Thru Left Ta45 Total 4:00pn 5 0 7 12 14 21 0 41 0 0 0 0 0 35 10 45 98 15 5 0 5 11 14 38 0 52 0 0 0 0 0 33 4 37 100 30 5 0 5 19 13 39 0 52 0 0 0 0 O• 34 6 40 102 v45 5 0 6 11 17 44 0 61 0 0 0 0 0 31 1 36 110 a ^jr Total 21 0 23 44 58 148 0 206 0 0 0 0 0 133 27 160 410 ,00pa 5 0 4 10 is S7 0 75 0 0 0 0 0 36 15 52 137 5:15 6 0 5 11 18 48 0 66 0 0 0 0 0 25 6 31 108 `1:30 11 0 13 24 I1 61 0 72 0 0 0 0 0 33 10 43 139 :45 3 0 4 7 13 55 0 78 O 0 0 0 0 32 5 37 122 numr Total 26 0 26 52 60 231 .0 291 0 0 0 0 0 126 37 163 506 and 17 0 43 96 118 379 0 497 0 0 0 0 0 259 54 323 916 of Total 5.14 0.09 5.3% 12.9141.4% 0.01 0.01 0.0% 0.01 0.0% 26.3% 7.0% 35.31 Apprch % 10.51 54.31 of Apprch 49.01 0.01 51.0% 23.7% 76.3% 0.0% 0.01 0.01 0.0% 0.0% 80.21 19.6% Peak Hoar Analysis By Entire Intersection for the Period: 04:00pa to 05:45pa 0112/16/98 Start Peak Hr ......... Volumes ......... ....... Percentages ....... Direction Street Name Peak lour Factor Rgbt Tbru Left Total H ht Thru Left Soothbound CHURCH ST. 05:90ps .542 25 0 26 52 50.0 .0 50.0 Westbound THOMAS RD. .933 60 231 0 291 20.5 79.3 .0 Northbound .0 0 0 0 0 0.0 0.0 0.0 Eastbound THOMAS RD. .784 0 126 37 163 .0 77.3 22.6 FROM : MARKS TRAFFIC DATA SERVICE PHONE NO. 925 229 8296 Dec. 19'1998 04 :05PM P5 MKS TRAFFIC DATA SERVICE :ITY OF OILROY Site Code : 00000000 Start Date: 12/16/98 File I.D.: CHURCH -Y Page : 2 CHURCH ST. 261 OI 261 60 Inbound 163 --------Outbound 257 126 Total 420 0 97 Inbound 51 Outbound 97 Total 149 Inbound 0 Outbound 0 Total 0 0 1 0 0 0 0 231 Iaboend 291 Outbound 152 0 Total 443 26 126 152 0 TRUEAS RD. 0 257 231 26 37 CHURCH ST. 261 OI 261 60 Inbound 163 --------Outbound 257 126 Total 420 0 97 Inbound 51 Outbound 97 Total 149 Inbound 0 Outbound 0 Total 0 0 1 0 0 0 0 231 Iaboend 291 Outbound 152 0 Total 443 26 126 152 0 TRUEAS RD. FROM : MARKS TRAFFIC DATA SERVICE PHONE N0. : 925 229 8296 Dec. 19 1998 04:04PM P2 MARES TRAFFIC DATA SERVICE Y OF 6I1ROY Site Code : 00000000 Start Date: 12119/98 Pile 1.0. : CHORCH_B : C80RCH ST. THOMAS RD. THOMAS RD. Page 1 Southbound ilestbouod Northbound Eastbound :.I Raht Tbru Left TotI Raht Thru Left Totl Roht Thra Left Totl Raht Turn Left Totl Total ...30pa 3 0 8 11 10 28 0 38 0 0 0 0 0 22 5 27 75 12:15 1 0 9 10 6 17 0 23 0 0 0 0 0 34 4 38 71 30 3 0 3 6 9 19 0 28 0 0 0 0 0 31 7 38 72 45 11 0 7 18 5 18 0 24 0 0 0 0 0 28 4 32 74 Hour Total 18 0 27 45 31 82 0 113 0 0 0 0 0 115 20 135 293 OOps 13 0 I 15 E 25 0 33 0 0 0 0 0 23 9 32 80 _.15 5 0 4 9 5 19 0 24 0 0 0 0 0 25 5 30 63 1:30 5• 0 4 9 4 32 0 36 0 0 0 0 0 27 5 32 77 5 1 0 4 5 8 15 0 23 D 0 0 0 0 21 3 24 52 r Total 24 0 14 38 25 91 0 116 0 0 0 0 0 96 22 118 172 "'lad 42 0 41 83 56 173 0 129 {f Total 7.46 '0.06 7.36 9.96 30.64 0.06 Srch 6 14.76 40.56 6 of Appreh 50.61 0.06 49.46. 24.56 75.56 0.06 0 0 0 0 0 211 42 253 565 0.06 0.06 0.06 0.06 37.36 7.46 44.86 0.06 '0.06 0.06 0.06 63.46 16.66 Peak Boor Analysis By Entire intersection for the Period: 12:00ps to 01:45pa on 12/19198 ....... Percentages ....... fight Tbra Left 57.1 .0 42.8 26.8 73.1 .0 0.0 04 0.0 .0 82.8 17.1 Start Peak Rr ......... Volnnes ......... Direction Street Hare Peak Hour Factor Hght Thrn Left Total Soutbbound CHURCH St. 12:15pa .581 28 0 21 49 Westbound THOMAS MD. .816 29 79 0 108 Northbound .0 D 0 0 0 8astbeund THOMAS RD. .921 0 116 24 140 ....... Percentages ....... fight Tbra Left 57.1 .0 42.8 26.8 73.1 .0 0.0 04 0.0 .0 82.8 17.1 FROM : MARKS TRAFFIC DATA SERVICE PHONE NO. : 925 229 6296 ME TRAFFIC OITA SEEYICE CITY OF GILROY CIU8C8 Si. IB 0 I1 24 0 t9 53 labouad 49 Outbound 53 Total 14Z 0 107 ]9 28 24 Inbound 140 -- Outbound 107 116 Total 247 0 Inbound 0 Outbound 0 Total 0 0 0 0 0 0 79 Inbound 108-- outbound 137 0 Total 245 21 116 137 0 TSOUAS AD. Dec. 19 1998 04:04PM P3 Site Code : 00000000 Start Date: 12/19198 Pile U. CHOECB 3 Page : Z FROM MARKS TRAFFIC DATA �FRVl[E PHONE NO. � 925 229 8296 Dec. Z1 1998 83:38PM P3 ' � � ! APPENDIX B LEVEL OF SERVICE CALCULATION SHEETS COMPARE Mon Dec 2108:57:20 1998 Page 3-1 eve ervice amps ion epo 1994 HCM Unsignallzed (Future Volume Marrative) EzistPM Intersection #1: Luchessa /Princevalle Approach: North Bound South Bound East Bound Signal =Step /Rights = Include Movement: L - T - R Initial Vol: 50 0 53 T - R Lanes: 0 -r0 fly 11 IyR0 f 7 ■ 0 Count - - II Date: Signal= Ummntrol 1998 II--------------- << PM Peak Signal= Unmatrol Initial Vol: Lanes: Rights = lntlude Vol Cnt Date: 111198 Rights = Include Lanes: Initial Vol: 0 � 0 Cycle Time (sec): 100 0 98 29 0 0 160 98 Growth Adj: 1.00 1.00 1 1.00 1.00 Loss Time (sec): 0 1 106 0 _. 1.00 Critical V /C: 0.000 0 160 0 1• 0 Avg Crit Del (seclveh): 1.2 0 0 0 0 160 Avg Delay (sedveh): 1.2 0 0 0 7 0 LOS: A 0 0 0 1�l ` }I t PasserByVOl: 0 0 0 Lanes: 0 0 0 0 0 0 0 Initial Vol: 0 0 0 0 0 53 0 Signal= SloplRights =lntlude 29 106 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ------------- Volume Module: » Count - - II Date: -- 1 Jan 1998 II--------------- << PM Peak ---------- - - - - -I Base Vol: 0 0 0 53 0 50 29 106 0 0 160 98 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial BEE: 0 0 0 53 0 50 29 106 0 0 160 98 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 53 0 50 29 106 0 0 160 98 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 53 0 50 29 106 0 0 160 98 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 53 0 50 29 106 0 0 160 98 Adjusted Volume Module: Grade: 096 096 0% 0% % Cycle /Cars: xxxx xx2cx xxxx xxxx xxxx xxxx xxxx xxxx % Truck / Comb: xxxx xxacx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 58 0 55 32 106 0 0 160 98 Critical Gap Module: MoveUp Time: xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 =c;c xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx --------_--- I --------------- Capacity Module: --------------- --------------- ---------- - - - - -I Cnflict Vol: xxxx xxxx xxxxx 344 xxxx 209 258 xxxx xxxacx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 669 xxxx 1085 1292 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.97 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 652 xxxx 1085 1292 xxxx xxx:cx xxxx xxxx xxxxx ----_------- I --------------- Level Of Service Module: --------------- --------------- II---------- - - - - -I Stopped Del:xxxxx xxxx xxxxx 6.0 xxxx 3.5 2.9 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 808 xxxxx xxxx xxxx xxxxx xxxx xDOCx xxxxx Shrd StpDel:xxxxx x xxxxx xxxxx 4.8 xxyyY xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * A ApproachDel: 0.0 4.8 0.7 0.0 Trahix 7.1.0427 Copyright (c)1998 Dowling Associates, Inc. Licensed to FEHR 8 PEERS, SAN JOSE COMPARE Mon Dec 21 08:57:20 1998 Page 3-2 Levei Ut bewXe UOMPUWton KePcA 1994 HCM Unsignalized (Future Volume Alternative) BackPM Intersection #1: Luchessa /Princevalle Approach: North Bound Signal= StDP1Rlghts= lncIude East Bound West Bound Initial Vol: 54 0 58 T Lanes: 0 00^Iy 111 0 0 - R II Signal = Uncontrol T - R - - - - - I Signal= Uncontol Initial Vol: Lanes: Rights = Include � Vol Cat Date: Cycle Time (sec): Na 100 Rights= lnUUde Lanes: Initial Vol: 0 103 31 0 1 Loss Time (sec): 0 1 147 0 critical V /C: 0.000 ._ 0 224 0 Avg Cal Del(secNeh): 1.2 0 0 0 Avg Delay (seNVeh): 1.2 0 0 1.00 LOS: B 1.00 1.00 11•I�. 1.00 1.00 Lanes: 0 0 0 0 0 0 Initial Vol: 0 0 0 0 0 Signal = Stop /Rights= lncIude 98 Added Vol: 0 0 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R II L - --------------- T - R II L - ---------- T - R - - - - - I ------_----- I --------------- Volume Module: II --------------- Base Vol: 0 0 0 53 0 50 29 109 0 Q 160 98 Growth Adj: 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial BEE: 0 0 0 53 0 50 29 109 0 0 160 98 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ApprovedDev: 0 0 0 5 0 4 2 38 0 0 64 5 Initial Put: 0 0 0 58 0 54 31 147 0 0 224 103 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 58 0 54 31 147 0 0 224 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 58 0 54 31 147 0 0 224 103 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle/ Cars: xxxx xxxx xxxx >ocxx xxxx xxxx xxxx xxxx % Truck/ Comb: xxxx xx�ac xxxx xxx.`c xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx x�ooc Adj Vol.: 0 0 0 64 0 59 34 147 0 0 224 103 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx'xxxxx Critical Gp:xxxxx xxxx xxxxx ------------ I --------------- 6.5 --------------- xxxx 5.5 5.0 --------------- xxxx xxxxx xxxxx ---------- xxxx xxxxx - - - - -I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 454 xxxx 276 327 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 578 xxxx 1004 1197 xxxx xxxxx xxxx xxxx xlLxxx Adj Cap: xxxx xxxx xxxxx 0.97 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx >0C= 560 xxxx 1004 1197 --------------- xxxx xxxxx xxxx ---------- xxxx xxxxx - - - - -I ------------ I --------------- Level Of Service Module: --------------- Stopped Del: xxxxx xxxx xxxxx 7.2 xxxx 3.8 3.1 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 712 xxxxx xxxx xxxx xxxxx xxxx xxxx xxaocx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 5.5 xxxxx xxxxx xxxx xxxxx xxxxx xsjcx xxxxx Shared LOS: * * * * B ApproachDel: 0.0 5.5 0.6 0.0 COMPARE Mon Dec 2108:57:20 1998 Page 3 -3 Levei Ut bewice Qompulation epu 1994 HCM Unsignalized (Future Volume Alternative) Ph2PM Intersection #1: Luchessa /Princevalle Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Volume Module: Base Vol: 0 0 0 53 0 50 29 109 0 0 160 98 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial BSe: 0 0 0 53 0 50 29 109 0 0 160 98 Added Vol: 0 0 0 7 0 0 0 17 0 0 17 7 ApprovedDev: 0 0 0 5 0 4 2 38 0 0 64 5 Initial Fut: 0 0 0 65 0 54 31 164 0 0 241 110 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 65 0 54 31 164 0 0 241 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 65 0 54 31 164 0 0 241 110 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 72 0 59 34 164 0 0 241 110 Critical Gap Module: MoveUp Time; xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- II ---------- - - - - - I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 491 xxxx 296 351 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 550 xxxx 980 1166 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.97 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 532 xxxx 980 1166 xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- --------------- --------------- ---------- - - - - -I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.7 xxxx 3.9 3.2 xxxx xx= xxxxx xxxx xxxxx LOS by Move: * * * * * * A + * + * + Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 672 xxxxx xxxx xxxx xxxxx xxxx x-, x xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 6.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * + * x * x + ApproachDel: 0.0 6.0 0.5 0.0 Signal= Stop/Rights= Include Initial Val: 54 0 65 Lanes: 0 -!� 0 11 0 4�1�►4 0 Signal= Ummntrol Signal= Uncontml Initial Vol: Lanes: Rights = lndude � Vol Cm Dale: Cycle Time (sec): n1a 100 Riglus= lndude Lanes: Initial Vol: 31 0 0 110 1 Lass Time (sec): 0 1 164 0 Critical V /C: 0.000 0 241 0 Avg Crit Del (sec/veh): 1.3 0 0 0 Avg Delay (sedveh): 1.3 0 0 LOS: B ■T 1 Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal= Stop/Righls= lndude Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Volume Module: Base Vol: 0 0 0 53 0 50 29 109 0 0 160 98 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial BSe: 0 0 0 53 0 50 29 109 0 0 160 98 Added Vol: 0 0 0 7 0 0 0 17 0 0 17 7 ApprovedDev: 0 0 0 5 0 4 2 38 0 0 64 5 Initial Fut: 0 0 0 65 0 54 31 164 0 0 241 110 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 65 0 54 31 164 0 0 241 110 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 65 0 54 31 164 0 0 241 110 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 72 0 59 34 164 0 0 241 110 Critical Gap Module: MoveUp Time; xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- II ---------- - - - - - I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 491 xxxx 296 351 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 550 xxxx 980 1166 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.97 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 532 xxxx 980 1166 xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- --------------- --------------- ---------- - - - - -I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.7 xxxx 3.9 3.2 xxxx xx= xxxxx xxxx xxxxx LOS by Move: * * * * * * A + * + * + Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 672 xxxxx xxxx xxxx xxxxx xxxx x-, x xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 6.0 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * + * x * x + ApproachDel: 0.0 6.0 0.5 0.0 COMPARE Mon Dec 21 08:5720 1998 Page 34 eve t UrSe-rvWic-=-mputau6o Repent , 1994 HCM Unsignalized (Future Volume Alternative) Ph3PM Intersection #1: Luchessa /Pflncevalle Volume Module Base Vol: 0 0 0 53 Signal= Stop/Rights= Include 50 29 109 Initial Vol: 54 0 69 , Growth Adj: 1.00 1.00 Lanes: 0 00AIy 11111 yIA0 t 0 1.00 Initial Vol: Lanes: 31 0 1 Signal= Uncontml Rights = lntlude Vol Cnl Date: Cycle Time (sec): Loss Time (sec): rda 100 0 Signal= Uncontrol ' Rights = lntlude Lanes: Initial Vol: 0 114 1 174 0 0 53 Critical V /C: 0.000 0 251 0 0 Avg Cnt Del (seclveh): 1.3 0 0 0 0 11 Avg Delay (sedveh): 1.3 0 0 27 0 LOS: B 11 ApprovedDev: 0 0 0 1 0 4 2 38 Lanes: 0 0 0 0 0 5 Initial Put: 0 0 Initial Vol: 0 0 0 31 174 0 Signal= Stop0ghls= lntlude 251 114 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Volume Module Base Vol: 0 0 0 53 0 50 29 109 0 0 160 98 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 0 0 0 53 0 50 29 109 0 0 160 98 Added Vol: 0 0 0 11 0 0 0 27 0 0 27 11 ApprovedDev: 0 0 0 5 0 4 2 38 0 0 64 5 Initial Put: 0 0 0 69 0 54 31 174 0 0 251 114 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 69 0 54 31 174 0 0 251 114 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 69 0 54 31 174 0 0 251 114 Adjusted Volume Module: , Grade: 0% 0& 0% 0% % Cycle /Cars: xxxx xxxx xxxx XYYY xxxx xxxx xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1..10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 CyCl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx. xxxx xxxx Trck /Cmb PCE: xxxx xloac xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 76 0 59 34 174 0 0 251 114 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- Capacity Module: --------------- --------------- ---------- - - - - -I Cnflict Vol: xxxx xxxx xxxxx 513 xxxx 308 365 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 534 xxxx 967 1149 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.97 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 517 xxxx 967 1149 xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- Level Of Service Module: --------------- --------------- ---------- - - - - -I Stopped Del:xxxxx xxxx xxxxx 8'.0 xxxx 3.9 3.2 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * + x x A + + x x x Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 649 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 6.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B ApproachDel: 0.0 6.2 0.5 0.0 COMPARE Mon Dec 2108:59:23 1998 . Page 3 -1 Level V1 bervice QoMputaton epo 1994 HCM Unsignalized (Future Volume Alternative) Ph4PM Intersection #1: Luchessa /Princevalle Approach: North Bound Initial Vol: Lanes: 54 0 Signal= Stop/Rights= Include 0 0 11 0 78 0 - T - Initial Vol: Lanes: 31 0 1 Signal= Ummntrol Rights= Include J ` 1. T Vol Cm Dale: Cycle Time (sec): Loss Time (sec): me 100 0 Signal= Uncontrol Rights = Include Lanes: Initial Vol: 0 123 1 197 0 L - T Critical V /C: 0.000 0 274 0 --------------- Avg Crit Del (secIvehr 1.4 0 0 0 _______________� Avg Delay(secti 1.4 0 0 0 53 0 LOS: B 109 0 0 160 T Growth Adj: 1.00 1.00 1.00 Lanes: Initial Vol: 0 0 0 0 0 0 Signal=Stcp/Rights= lndude 0 0 1.00 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- Volume Module: --------------- --------------- _______________� Base Vol: 0 0 0 53 0 50 29 109 0 0 160 98 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial BEE: 0 0 0 53 0 50 29 109 0 0 160 98 Added Vol: 0 0 0 20 0 0 0 50 0 0 50 20 ApproviiiDev: 0 0 0 5 0 4 2 38 0 0 64 5 Initial Fut: 0 0 0 78 0 54 31 197 0 0 274 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 78 0 54 31 197 0 0 274 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 78 0 54 31 197 0 0 274 123 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck /Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxvv xxvv xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 86 0 59 34 197 0 0 274 123 Critical Gap Module: Movei Time:xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx --------------------------- Capacity Module: --------------- --------------- --------------- Cnflict Vol: xxxx xxxx xxxxx 564 xxxx 336 397 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 499 XYYY 936 1109 xxxx xxxxx xxxx XYYY xxxxx Adj Cap: xxxx xxxx xxxxx 0.97 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 482 xxxx 936 1109 xxxx xxxxx xxxx xxxx. xxxxx ------------ I--------------- Level Of Service Module: --------------- --------------- --------------- Stopped Del: xxxxx xxxx xxxxx 8.9 xxacx 4.1 3.3 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Jr * + * A * * * + Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 601 xxxxx xxxx xxxx xxxxx xxacx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 6.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * * * x * * x ApproachDel: 0.0 6.9 0.5 0.0 Traffix 7.1.0427 Copyright (c) 1998 Dowling Associates, Inc. Licensed to FEHR 8 PEERS, SAN JOSE COMPARE Mon Dec 2108:59:23 1998 Page 3 -2 Level ennce Gompucition Report 1994 HCM Unsignalizec (Future Volume Allemmw) Ph5PM Intersection #1: Luchessa /Princevalle Approach: North Bound South Bound Signal= Stop /Rights = Include West Bound Movement: L - T - Initial Vol: 54 0 88 L - Lanes: 0 Y-0 ^Iy 111 Iyn0 0 - R Signal = Uncontrol II --------------- Signal= Uncontrol Initial Vol: Lanes: Rights= lncluce Vol Cnt Date: nta Rights = lndutle Lanes: Initial Vol: 37 0 Base Vol: 0 0 Cycle Time (sec): 100 � 0 733 1 ■ 29 Loss Time (sec): 0 4L 1 221 0 98 Cntical VIC: 0.000 ._ 0 298 0 1.00 Avg Cm Del(seWeh): 1.5 0 0 0 1.00 Avg Delay (sedveh): 1.6 0 0 53 0 LOS: B 109 0 _1l 1 160 96 Added Vol: 0 0 Lanes: 0 0 0 0 0 0 Initial Vol: 0 0 0 30 ApprovedDev: 0 0 0 Signal= Stopffghts= lndutle 0 4 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -----_------ I --------------- Volume Module: II --------------- --------------- ---------- - - - - -I Base Vol: 0 0 0 53 0 50 29 109 0 0 160 98 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 53 0 50 29 109 0 0 160 96 Added Vol: 0 0 0 30 0 0 0 74 0 0 74 30 ApprovedDev: 0 0 0 5 0 4 2 38 0 0 64 5 Initial Fut: 0 0 0 88 0 54 31 221 0 0 298 133 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PEP Volume: 0 0 0 Be 0 54 31 221 0 0 298 133 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 88 0 54 31 221 0 0 298 133 Adjusted Volume Module: Grade: 0% 0% 0% - 0% % Cycle/ Cars: xxxx xxxx xxxx xxxx xxxx xxxx ' xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 97 0 59 34 221 0 0 298 133 Critical Gap Module: MoveUp Time: xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- Capacity Module: --------------- --------------- - II ---------- - - - - - I Cnflict Vol: xxxx xxxx xxxxx 617 365 431 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx, xxxx xxxxx 465 xxxx 905 1068 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.96 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 448 xxxx 905 1068 xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- Level Of Service Module: --------------- --------------- ---------- - - - - -I Stopped Del:xxxxx xxxx xxxxx 10.0 xxxx 4.2 3.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 555 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 7.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B ApproachDel: 0.0 7.8 0.5 0.0 COMPARE Mon Dec 2108:59:23 1998 Page 3 -3 Level erv¢e luomputaulon epo 1994 HCM Unslgnalized (Future Volume Alternative) Phi Intersection #1: Luchessa /Princevalle Approach: North Bound South Bound Signal= S(oplRights= lndude West Bound Movement: L Initial Vol: 54 0 91 - R L - --------------- Lanes: 0 0 11 0 0 T Initial Vol: Lanes: Signal= Uncontrol Rights =lndude --------------- Vol Cnt Date: Na Signal = Uncontrol Righ6= Include Lanes: Initial Vol: II Cycle Time (see): 100 0 136 31 0 Base Vol: 0 0 1 53 0 Lass Time (set): 0 109 230 0 0 0 Critical V /C: 0.000 ._ 0 307 0 1.00 1.00 Avg Cdl Del (seclveh): 1.6 0 0 0 1.00 1.00 Avg Delay(secrveh): 1.6 0 0 1.00 Initial SEE: 0 LOS: It 53 0 50 29 109 0 0 Lanes: 0 0 0 0 0 0 0 Initial Vol: 0 0 0 83 0 0 Signal= SloplRights= lndude 33 ApprovedDev: Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - --------------- T - R II L - ---------- T - R - - - - - I ------------ I Volume Module: --------------- --------------- II Base Vol: 0 0 0 53 0 50 29 109 0 0 160 98 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial SEE: 0 0 0 53 0 50 29 109 0 0 160 98 Added Vol: 0 0 0 33 0 0 0 83 0 0 83 33 ApprovedDev: 0 0 0 5 0 4 2 38 0 0 64 5 Initial Fut: 0 0 0 91 0 54 31 230 0 0 307 136 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 91 0 54 31 230 0 0 307 136 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 91 0 54 31 230 0 0 307 136 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx. xxxx xxxx % Truck /Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx =oc xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx =oL xxxx xxxx xxxx Adj Vol.: 0 0 0 100 0 59 34 230 '0 0 307 136 Critical Gap Module: MoveUp Time: xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx ------------ I Capacity Module: --------------- --------------- --------------- ---------- - - - - -I Cnflict Vol: xxxx xxxx xxxxx 636 xxxx 375 443 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 453 xxxx 894 1054 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.96 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 437 xxxx 894 1054 xxxx xxxxx xxxx xxxx xxxxx ------------ 1--------------- Level Of Service Module: --------------- --------------- ---------- - - - - -I Stopped Del: xxxxx xxxx xxxxx 10.4 xxxx 4.3 3.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 539 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 8.1 xxlncx xxxxx xxxx xxxxx xxxxx xXXY xxxxx Shared LOS: * * * * B * x x x x x x ApproachDel: 0.0 8.1 0.5 0.0 COMPARE Mon Dec 21 08:59:23 1998 Pane 34 Level ervice computation Report 1994 HCM Unsignal¢ed (Future Volume Altemative) CumIPM Intersection #1: Luchessa/Princevalle Signal= SloplRights= lnGUde Approach: North Bound Sl9nal= Stop/Righls= Include East Bound West Bound Initial Vol: 54 0 93 L Lanes: 0 41 0 11 0 4 �* 0 4 - R Signal= UmmnVOl T - R ------------ I Volume Module: Signal= Unconmal Initial Vol: lanes: Rights= Include II Vol Grit Date: Na Rights = include Lanes: Initial Vol: 31 0 Cycle Time (sec): 100 � 0 748 `T► Base Vol: Loss Time (sec): 0 1 227 0 CliOral V /C: 0.000 0 307 0 0 Avg Cdl Del (seNVeh): 1.7 .0 0 0 Avg Delay (serlveh): 1.7 r 0 0 1.00 1.00 LOS: B 7 1.00 1 Initial Bse: 0 0 Lanes: 0 0 0 0 0 29 Initial Vol: 0 0 0 98 Signal= SloplRights= lnGUde Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I Volume Module: --------------- II --------------- --------------- ---------- - - - - -I Base Vol: 0 0 0 53 0 50 29 106 0 0 160 98 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 53 0 50 29 106 0 0 160 98 Added Vol: 0 0 0 33 0 0 0 83 0 0 83 33 App +Pending: 0 0 0 7 0 4 2 38 0 0 64 17 Initial Fut: 0 0 0 93 0 54 31 227 0 0 307 148 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 93 0 54 31 227 0 0 307 148 Reduct Vol: 0 0 0 0, 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 93 0 54 31 227 0 0 307 148 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle/ Cars: xxxx xxxx xxxx xxxx xicxx xxxx xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1..00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 102 0 59 34 227 0 0 307 148 Critical Gap Module: MoveUp Time: xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- Capacity Module: --------------- --------------- ---------- - - - - -I Cnflict Vol: xxxx xxxx xxxxx 639 xxxx 381 455 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 452 xxxx 888 1041 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.96 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 435 xxxx 888 1041 xxxx xxxxx xxxx xxxx xxxxx ------------ I Level Of Service --------------- Module: --------------- --------------- ---------- - - - - -I Stopped Del: xxxxx xxxx xxxxx 10.5 xxxx 4.3 3.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT 'LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 535 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 8.3 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B ApproachDel: 0.0 8.3 0.5 0.0 COMPARE Mon Dec 21 09:00:56 1998 Page 3 -1 Level awice Computation.Keport 1994 HCM Unsignalized (Future Volume Alternative) Fxissat Intersection #1: Luchessa /Princevalle Approach: North Bound South Bound East Bound Signal= Stop/Righls= lnGude Movement: L - T - R L - Initial Vol: 17 0 30 - R Lanes: 0 0 11 0 0 11 Date: Initial Vol: Lanes: 14 0 Signal = Uncontml Rights = lnGude � 11 --------------- << Sat Peak Vol Grit Date: 10124/98 Cycle Time (sec): 100 Loss Time (sec): 0 Signal= Uncomml Rightsm Include Lanes: Initial Vol: � 0 30 1 � Base Vol: 0 0 0 1 88 0 17 14 Critical V /C: 0.000 0 89 0 89 30 Avg Crit Del (seclveh): 0.9 0 1.00 1.00 1.00 1.00 0 0 1.00 1.00 Avg Delay (sedveh): 0.9 0 0 0 17 14 LOS: A 0 0 89 30 Added Vol: 0 0 0 0 0 Lanes: 0 0 0 0 0 0 0 Initial Vol: 0 0 0 0 0 0 0 Signal= StopRiights= lnclude 0 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- Volume Module: >> Count 11 Date: --------------- 24 Oct 1998 11 --------------- << Sat Peak 11 --------------- � Base Vol: 0 0 0 30 0 17 14 88 0 0 89 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Beer 0 0 0 30 0 17 14 88 0 0 89 30 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put: 0 0 0 30 0 17 14 88 0 0 89 30 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 30 0 17 14 88 0 0 '89 30 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 30 0 17 14 88 0 0 89 30 Adjusted volume Module: Grade: 0% 0% 0% 0% % Cycle/ Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck /Comb: xxxx xxxx xxxx xxxx xxxx xXYY xxxx XxXX PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx acxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 33 0 19 15 88 0 0 89 30 Critical Gap Module: MoveUp Time: xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx -- I --------------- Capacity Module: --------------- ----------- - - - -II - - - - - -I Cnflict Vol: xxxx xxxx xxxxx 206 xxxx 104 119 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 805 xxxx 1226 1504 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.99 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 796 xxxx 1226 1504 xxxx xxxxx xxxx xxxx xxxxx ------------ I--------------- Level Of Service Module: --------------- --------------- II---------- - - - - -I Stopped Del: xxxxx xxxx xxxxx 4.7 xxxx 3.0 2.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * ** * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 912 xxxxx xxxx xxXX xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 4.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * A ApproaChDel: 0.0 4.1 0.4 0.0 Tral6x 7.1.0427 Copyright (c) 1998 Dowling Associates, Inc. Licensed to FEHR 8 PEERS. SAN JOSE COMPARE Mon Dec 2109:00:56 1998 . Page 3.2 LeVel Ut Semce UoMputaliOn pc 1994 HCM Unsignalized (Future Volume Alternative) BackSal Intersection #1: Luchessa /Princevalle Approach: North Bound Signal= Stop /Rights= lncude East Bound West Bound Initial Vol: 20 0 35 L - Lanes: 0 0 11 0 0 - R II Slgnal=Uncontrol Initial Vol: Lanes: Rights= Include T Vol Cat Date: Na Signal= Uncontrol Rights = Include Lanes: Initial Vol: J, II Cycle Time (sec): 100 0 35 77 0 1 Base Vol: Loss Time (sec): 0 1 134 0 0 Critical V /C: 0.000 0 141 0 0 Avg Cnl Del (sedveh): 0.8 { 0 0 0 1.00 Avg Delay (sedveh): 0.8 0 0 1..00 1.00 LOS: A 1.00 1.00 1.00 T I t r* 0 Lanes: 0 0 0 0 0 14 Initial Vol: 0 0 0 30 Added Vol: 0 Signal= Stop /Rights = lnclude 0 0 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R II L - --------------- T - R II L - ---------- T - R - - - - - I ------------ I Volume Module: --------------- II --------------- Base Vol: 0 0 0 30 0 17 14 88 0 0 89 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 Initial BEE: 0 0 0 30 0 17 14 88 0 0 89 30 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ApprovedDev: 0 0 0 5 0 3 3 46 0 0 52 5 Initial Fut: 0 0 0 35 0 20 17 134 0 0 141 35 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 35 0 20 17 134 0 0 141 35 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 35 0 20 17 134 0 0 141 35 Adjusted Volume Module: Grade: 0% 0% 0% 08 Cycle/ Cars: xxxx xxxx xxxx xxxx xxxx xxxx' xxxx xxxx Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xx-`cx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 39 0 22 19 134 0 0 141 35 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx --------------- xxxx xxxxx 6.5 --------------- xxxx 5.5 5.0 --------------- xxxx xxxxx xxxxx ---------- xxacx xxxxx - - - - -I ------------ I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 310 xxxx 159 176 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 701 xxxx 1151 1413 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.99 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx =oc xxxxx 691 xxxx 1151 1413 --------------- xxxx xxxxx x= ---------- xxxx xxxxx - - - - -I ------------ I --------------- Level Of Service Module: --------------- Stopped Del:xxxxx xxxx xxxacx 5.5'xxxx 3.2 2.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: =uc xxxx xxxxx xxxx 808 xxxxx xxxx =CC xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 4.7 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * A ApproachDel: 0.0 4.7 0.3 0.0 COMPARE Mon Dec 21 09:00:56 1998 Levei Ul berviCe ompu a ion Heprm 1994 HCM Unsignali¢ed (Future Volume Alternative) Ph2Sat Intersection #1: Luchessa /Princevalle Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- II --------------- II --------------- II ---------- - - - - - I Volume Module: Base Vol: 0 0 0 30 0 17 14 88 0 0 89 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 30 0 17 14 88 0 0 89 30 Added Vol: 0 0 0 9 0 0 0 22 0 0 22 9 ApprovedDev: 0 0 0 5 0 3 3 46 0 0 52 5 Initial Fut: 0 0 0 44 0 20 17 156 0 0 163 44 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 44 0 20 17 156 0 0 163 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 44 0 20 17 156 0 0 163 44 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck / Comb: xxxx xxxx xxxx xxxx x�ccc oocxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx XXXY xxxx xxxx Adj Vol.: 0 0 0 48 0 22 19 156 0 0 163 44 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3.A xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- ---------- - - - - -I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 358 xxxx 185 207 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 657 xxxx 1116 1366 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.98 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx =ncx Move Cap.: xxxx xxxx xxxxx 647 xxxx 1116 1366 xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- --------------- --------------- ---------- - - - - -I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 6.0 xxxx 3.3 2.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * x x x x x A * x * * . * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 745 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 5.1 xxxxx xxxxx xxxx xxxxx xxxxx xxkx xxxxx Shared LOS: * * * x B x x x x x ApproachDel: 0.0 5.1 0.3 0.0 Signal= Stop/W ghts= Include Initial Vol: 20 0 44 Lanes: 0 �-0',1Iy 111 IyA0 I t 9 0 Signal= Uncontrol Initial Vol: Lanes: Rights= Include Vol Cnt Date: Na Signal= Uncontml RIgh6= Include Lanes: Initial Vol: 77 0 J Cyde Time (sec): 100 0 44 Loss Time (sec): 0 1 156 0 ,. Critical V /C: O.00D ♦_ 0 163 0 Avg Cdl Del (sectyeh): 0.9 0 0 0 Avg Delay(sedveh): 0.9 r 0 0 LOS: B p Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal = Stop /Rights = Include Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- II --------------- II --------------- II ---------- - - - - - I Volume Module: Base Vol: 0 0 0 30 0 17 14 88 0 0 89 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 30 0 17 14 88 0 0 89 30 Added Vol: 0 0 0 9 0 0 0 22 0 0 22 9 ApprovedDev: 0 0 0 5 0 3 3 46 0 0 52 5 Initial Fut: 0 0 0 44 0 20 17 156 0 0 163 44 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 44 0 20 17 156 0 0 163 44 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 44 0 20 17 156 0 0 163 44 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck / Comb: xxxx xxxx xxxx xxxx x�ccc oocxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx XXXY xxxx xxxx Adj Vol.: 0 0 0 48 0 22 19 156 0 0 163 44 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3.A xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- ---------- - - - - -I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 358 xxxx 185 207 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 657 xxxx 1116 1366 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.98 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx =ncx Move Cap.: xxxx xxxx xxxxx 647 xxxx 1116 1366 xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- --------------- --------------- ---------- - - - - -I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 6.0 xxxx 3.3 2.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * x x x x x A * x * * . * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 745 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 5.1 xxxxx xxxxx xxxx xxxxx xxxxx xxkx xxxxx Shared LOS: * * * x B x x x x x ApproachDel: 0.0 5.1 0.3 0.0 COMPARE Man Dec 2109:00:56 1998 Page 34 LeVel La berviCe Gampulation Report 1994 HCM Unsignalized (Future Volume Alternative) Ph3Sat Intersection #1: Luchessa/Princevalle Approach: North Bound South Bound East Bound Signal= Stop/Rlghts= lnc1ude Movement: L - T - R L - --------------- Initial Vol: 20 0 51 - R II L - ---------- Lanes: 0 0 11 Iy^0 r 0 Initial Vol: Lanes: Signal= Uncontrol Rights = Include Vol Cnt Date: Na Signal= Uncantrol Rights = Include Lanes: Initial Vol: Base Vol: 0 0 Cycle Time (sec): 100 0 51 17 0 14 88 0 0 89 30 Growth Adj: 1.00 1.00 1.00 Loss Time (sec): 0 1.00 1.00 1.00 1.00 1.00 1..00 1 174 o 0 30 Critical V /C: 0.000 ♦_ a 181 0 0 0 Avg Cdt Del (seelveh): 1.0 0 0 0 16 0 Avg Delay (seclveh): 1.0 0 0 0 0 40 LOS: B 0 5 0 3 3 46 0 0 Lanes: a 0 0 0 0 51 0 Initial Vol: 0 0 0 0 181 51 User Adj: 1.00 1.00 Signal= Stop/Rigms= Include 1.00 1.00 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - --------------- T - R II L - --------------- T - R II L - ---------- T - R - - - - - I ------------ I --------------- Volume Module: II Base Vol: 0 0 0 30 0 17 14 88 0 0 89 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 Initial Bse: 0 0 0 30 0 17 14 88 0 0 89 30 Added Vol: 0 0 0 16 0 0 0 40 0 0 40 16 ApprovedDev: 0 0 0 5 0 3 3 46 0 0 52 5 Initial Fut: 0 0 0 51 0 20 17 174 0 0 181 51 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 51 0 20 17 174 0 0 181 51 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 51 0 20 17 174 0 0 181 51 Adjusted Volume Module: Grade: 0% 0% 0% 08 % Cycle/ Cars: xxxx xxxx xxxx >vcx -`L xxxx xxxx. >ov<x >vo<x S Truck /Comb: xx1L2c xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx =CiC xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: )ct= xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 56 0 22 19 174 0 0 181 51, Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx -xxxxx Critical Gp:xxxxx xxxx xxxxx I --------------- 6.5 xxxx --------------- 5.5 5.0 --------------- xxxx xxxxx xxxxx ---------- xxxx xxxxx - - - - -I ------------ Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 398 xxxx 207 232 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 623.xxxx 1088 1329 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.96 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 613 xxxx --------------- 1088 1329 --------------- xxxx xxxxx xxxx ---------- xxxx xxxxx - - - - -I ------------ I --------------- Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 6.4 xxxx 3.4 2.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 699 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxxxxxxx 5.5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B ApproachDel: 0.0 5.5 0.3 0.0 COMPARE Mon Dec 2109:04:27 1998 Page 3 -1 eve erv¢e COMPUtatiOn KepOn 1994 HCM Unsignalized (Future Volume Alternative) Ph4Sat Intersection #1: Luchessa/Princevalle Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- II --------------- II --------------- II ---------- - - - - - I Volume Module: Base Vol: 0 0 0 30 0 17 14 88 0 0 89 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial BEE: 0 0 0 30 0 17 14 88 0 0 89 30 Added Vol: 0 0 0 29 0 0 0 73 0 0 73 29 ApprovedDev: 0 0 0 5 0 3 3 46 0 0 52 5 Initial Fut: 0 0 0 64 0 20 17 207 0 0 214 64 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 64 0 20 17 207 0 0 214 64 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 64 0 20 17 207 0 0 214 64 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck /Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx .xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 70 0 22 19 207 0 0 214 64 Critical Gap Module: MoveUp Time: xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx -------_---- I --------------- --------------- --------------- ---------- - - - - -I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 470 xxxx 246 278 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 566 xxxx 1039 1264 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.98 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 556 xxxx 1039 1264 xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- ----------- - - - -II ------- ---------- - - - - -I Level Of Service Module: Stopped Del: xxxxx xxxx xxxxx 7.3 xxxx 3.5 2.9 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 625 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 6.4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * * * + ApproachDel: 0.0 6.4 0.2 0.0 Traftix 7.1.0427 Copyright (c) 1998 Dmling Associates, Inc. Licensed to FEHR 8 PEERS. SAN JOSE Signal= StopRLghts= Include Initial Vol: 20 0 64 Lanes: 0 0 111 0 ■ 0 Initial Vol: Lanes: Signal= Uncontrol Rights = Include Vol Cat Date: Na Signal= Unccntral Rights= Include Lanes: Initial Vol: Cycle Time (sec): 100 0 64 17 0 -/ `T` ► Loss me (sect: 0 207 0 _♦ critical V /C: 0.000 0 214 0 Avg CAL Del (seWeh): 1.1 0 0 0 Avg Delay (seclveh): 1.1 0 0 LOSS: 8 1.l t Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal= Stop /Rights = Include Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- II --------------- II --------------- II ---------- - - - - - I Volume Module: Base Vol: 0 0 0 30 0 17 14 88 0 0 89 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial BEE: 0 0 0 30 0 17 14 88 0 0 89 30 Added Vol: 0 0 0 29 0 0 0 73 0 0 73 29 ApprovedDev: 0 0 0 5 0 3 3 46 0 0 52 5 Initial Fut: 0 0 0 64 0 20 17 207 0 0 214 64 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 64 0 20 17 207 0 0 214 64 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 64 0 20 17 207 0 0 214 64 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck /Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx .xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 70 0 22 19 207 0 0 214 64 Critical Gap Module: MoveUp Time: xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx -------_---- I --------------- --------------- --------------- ---------- - - - - -I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 470 xxxx 246 278 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 566 xxxx 1039 1264 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.98 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 556 xxxx 1039 1264 xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- ----------- - - - -II ------- ---------- - - - - -I Level Of Service Module: Stopped Del: xxxxx xxxx xxxxx 7.3 xxxx 3.5 2.9 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 625 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 6.4 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * * * + ApproachDel: 0.0 6.4 0.2 0.0 Traftix 7.1.0427 Copyright (c) 1998 Dmling Associates, Inc. Licensed to FEHR 8 PEERS. SAN JOSE COMPARE Mon Dec 2109:0427 1998 Page 3 -2 eve ervtce Computation Repoft 1994 HCM Unsignaliied (Future Volume ARemative) Ph5Sal Intersection #1: LuchessalPrincevalle Signal= SloplHighls= Include Initial Vol: 20 0 77 Lanes: 0 0 11 0 0 '144, �*4 Signal= Uncontml Signal= Unrontrol , Initial Vol: Lanes: Rights = Include Vol Cnt Date: Na Rights = Include Lanes: Initial Vol: J, Cycle Cycle me (sec): 100 17 0 0 77 Loss Time (see): 0 1 -t- 1 240 0 CmIcal V /C: 0.000 0 247 0 Avg Crit Del (secheh): 1.2 0 0 0 Avg Delay (seclveh): 12 0 0 LOS: e Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal= Stop/Rlghls= Include Approach: North Bound South Bound East Bound west Bound Movement: L - T - R L - T - R L - T - R L - ---------- T - R - - - - -I ------ - - - - -- --------------- Volume Module: II --------------- --------------- Base Vol: 0 0 0 30 0 17 14 88 0 0 89 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial BSe: 0 0 0 30 0 17 14 88 0 0 89 30 Added Vol: 0 0 0 42 0 0 0 106 0 0 106 42 ApprovedDev: 0 0 0 5 0 3 3 46 0 0 52 5 Initial Fut: 0 0 0 77 0 20 17 240 0 0 247 77 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 77 0 20 17 240 0 0 247 77 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 77 0 20 17 240 0 0 247 77 Adjusted Volume Module: Grade: 0$ 0% 0% 0% % Cycle/ Cars: xxxx xxxx xxxx =C)C xxxx xxxx- xxxx xxxx 5 Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx , Adj Vol.: 0 0 0 85 0 22 19 240 0 0 247 77 Critical Gap Module: - MoveUp Time:xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx'xxxxx Critical Gp:xxxxx xxxx xxxxx ------------ I--------------- 6.5 xxxx --------------- 5.5 5.0 xxxx --------------- xxxxx xxxxx ---------- xxxx xxxxx - - - - -I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 543 xxxx 286 324 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx . xxxx xxxxx 514 xxxx 992 1201 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.98 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 504 xxxx 992 1201 xxxx xxxxx xxxx ---------- xxxx xxxxx - - - - -I ------------ I --------------- Level Of Service Module: --------------- --------------- Stopped Del:xxxxx xxxx xxxxx 6.4 xxxx 3.7 3.0 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 561 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx XXXXX 7.4 xxYYY xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B ApproachDel: 0.0 7.4 0.2 0.0 COMPARE Mon Dec 2109 0427 1998 Page 3.3 LaVic ut 5eivice computation Report 1994 HCM Unsignalized (Future Volume Alternative) Ph65at Intersection #1: Luchessa /Princevalle Approach: North Bound South Bound East Bound Signal =Stop /Rights= lndude Movement: L - T - R L - Initial Vol: 20 0 63 - R L - ---------- Lanes: 0 r-0^I{ 111 IyA0 7 t 7 0 --------------- Signal= Ummntrol --------------- Signal= Uncontrol Initial Vol: Lanes: Rights= Include Base Vol: 0 0 Vol Cnt Dale: Na Rights = Include Lanes: Initial Vol: 17 14 88 Cycle Time (sec): 100 Ilk- 0 83 17 p Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Loss Time (sec): 0 1.00 Initial BEE: 0 0 0 30 0 17 14. 254 0 0 0 Critical V /C: 0.000 ♦_ 0 261 0 �. 0 Avg Cnt Del (sedveh): 1.3 0 0 0 0 120 Avg Delay(sedveh): 1.3 0 0 5 0 3 LOS: 9 0 0 52 5 Initial Fut: 0 0 0 83 0 Lanes: 0 0 0 0 0 0 261 Initial Vol: 0 0 0 1.00 1.00 1.00 1.00 Signal= Stop/Rights= lncIude 1.00 1.00 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - ---------- T - R - - - - -I ------------ I --------------- Volume Module: --------------- --------------- Base Vol: 0 0 0 30 0 17 14 88 0 0 89 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial BEE: 0 0 0 30 0 17 14. 88 0 0 89 30 Added Vol: 0 0 0 48 0 0 0 120 0 0 120 48 ApprovedDev: 0 0 0 5 0 3 3. 46 0 0 52 5 Initial Fut: 0 0 0 83 0 20 17 254 0 0 261 83 User Adj: 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 83 0 20 17 254 0 0 261 83 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 63 0 20 17 254 0 0 261 83 Adjusted Volume Module: Grade: 0% 0% 0% ,. 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx . xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx XYYY xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 91 0 22 19 254 0 0 261 83 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5..0 xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- Capacity Module: --------------- --------------- ---------- - - - - -I Cnflict Vol: xxxx xxxx xxxxx 574 xxxx 303 344 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 493 xxxx 973 1175 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.98 xxxx 1.00 1.00 xxxx xxxxx xxacx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 484 xxxx 973 1175 xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- Level Of Service Module: --------------- --------------- ---------- - - - - -I Stopped Del:xxxxx xxxx xxxxx 9.0 xxxx 3.8 3.1 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * x * * * x A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 536 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 8.0 xxxxx xxxxx xxxx xxxxx xxacacx xxxx xxxxx Shared LOS: * * * * B ApproachDel: 0.0 8.0 0.2 0.0 COMPARE 'Mon Dee 21 09:04271998 Page 3-4 Level emce Computation Report 1994 HCM Unsignal¢ed (Future Volume Altemative) Quonset Intersection #1: Luchessa /Princevalle Signal = Slap /Rights= lndude Initial Vol: 20 0 85 Lanes: 0 00AIy I 11 I {rt0_0 0 Signal= Ummntml Signal= Uncontrol Initial Vol: Lanes: Rights = Include Vol Cut Date: We Rights= lndude Lanes: Initial Vol: Cycle Time (sec): 100 17 0 ./ 0 103 s Lass Time (sec): 0 1 1 254 0 Critical V /C: 11A00 0 281 0 Avg Cut Del (sedveh): 1.3 0 0 0 Avg Delay(seWeh): 1.3 0 0 LOS: B T Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal= SleplRlghts= Include Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - --------------- R L - ---------- T - R - - - - -I ------------ --------------- Volume Module: II --------------- Base Vol: 0 0 0 30 0 17 14 88 0 0 89 30 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial BEE: 0 0 0 30 0 17 14 88 0 0 89 30 Added Vol: 0 0 0 48 0 0 0 120 0 0 120 48 App +Pending: 0 0 0 7 0 3 3 46 0 0 52 25 Initial Fut: 0 0 0 85 0 20 17 254 0 0 261 103 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 85 0 20 17 254 0 0 261 103 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 85 0 20 17 254 0 0 261 103 ,Adjusted Volume Module: Grade: OS 0% 08 0% % Cycle/ Cars: xxxx xxxx xxxx xxxx xxxx xxxx- xxxx xxxx % Truck /Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 94 0 22 19 254 0 0 261 103 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3.4 xxXX 2.6 2.1 xxxx xxxxx xxxxx xxxx'xxxxx Critical Gp:xxxxx xxxx xxxxx I --------------- 6.5 xxxx --------------- 5.5 5.0 xxxx. --------------- xxxxx xxxxx ---------- xxxx xxxxx - - - - -I ------------ Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 584 xxxx 313 364 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 486 xxxx 962 1150 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.98 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 477 xxxx --------------- 962 1150 xxxx --------- xxxxx xxxx ---------- xxxx xxxxx - - - - -I ------------ 1--------------- Level Of Service Module: •------ Stopped Del:xxxxx xxxx xxxxx 9.2 xxxx 3.8 3.2 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT IT - LTR - RT IT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 528 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDelcxxxxx xxxx xxxxx xxxxx 8.2 xxxxx xxxxx xxxx xxxxx xxxxx xxkx xxxxx Shared LOS: * * * * B ApproachDel: 0.0 8.2 0.2 0.0 r� COMPARE Mon Dec 21 08:5720 1998 Level ervice L;omputalion heloon 1994 HCM Unsignalized (Future Volume Alternative) Exis(PM Intersection #2: Luchessa /Church Approach: North Bound South Bound Signal= ScplRights= Include West Bound Movement: L Initial Vol: 26 0 26 R L - Lanes: 0 0',7Iy 111 Iyn'a 1 7 ■ 0 - R - - - - - I Initial Vol: Lanes: Signal= Ummntml Rights = Include Count Vol Cnt Date: 1912198 Signal= Uncontrol Rights = Include Lanes: Initial Vol: II c< PM --------------- Peak Cycle Time (sec): 100 0 60 37 0 Base Vol: 0 0 0 26 0 26 37 Loss Time (sec): 0 0 126 0 60 Growth Adj: Critical V/C: 0.000 0 231 0 1.00 1.00 Avg Cnt Del (senlveh): 0.8 0 0 0 1.00 1.00 Avg Delay (seciveh): 0.8 0 0 0 0 26 LOS: S 37 126 0 0 231 60 Added Vol: 0 Lanes: 0 0 0 0 0 0 0 Initial Vol: 0 0 0 0 PasserByVol: 0 0 Signal= Stop/RighLs= lnctude 0 0 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R II L - ---------- T - R - - - - - I ------------ I Volume Module: --------------- >> Count II Date: --------------- 12 Dec 1998 II c< PM --------------- Peak Base Vol: 0 0 0 26 0 26 37 126 0 0 231 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sae: 0 0 0 26 0 26 37 126 0 0 231 60 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 26 0 26 37 126 0 0 231 60 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 26 0 26 37 126 0 0 231 60 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 26 0 26 37 126 0 0 231 60 Adjusted Volume Module: Grade: 0% 08 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx- xxxx xxxx & Truck/ Comb: xxxx acxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 29 0 29 41 126 0 0 231 60. Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xXYy xxxxx Critical Gp:xxxxx ------------ I --------------- xxxx xxxxx 6.5 --------------- xxxx 5.5 5.0 --------------- xxxx xxxxx xxxxx ---------- xxxx xxxxx - - - - -I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 424 xxxx 261 291 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 602 xxxx 1021 1246 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.96 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 580 xxxx 1021 1246 xxxx xxxxx xxxx xxxx xxxxx ------------ I Level Of Service --------------- Module: --------------- --------------- ---------- - - - - -I Stopped Del:xxxxx xxxx xxxxx 6.5 xxxx 3.6 3.0 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 740 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx, 5.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B * * * * + * + ApproachDel: 0.0 5.1 0.7 0.0 &5 COMPARE Mon Dee 2108 5720 199B Page 3�6 Level or bemice ompuwticn Kepon 1994 HCM Unsignalized (Future Volume Alternative) BackPM Intersection #2: Luchessa/Church Signal= Stop/Rlghts= Include Initial Vol: 28 0 29 Lanes: 0 0 11 00_x' 0 Signal= Uncontrol Signal= UnronOol Initial Vol: Lanes: Rights= Include Vol Grit Date: We Rights = lndude Lanes: Initial Vol: Cycle Time (see): 100 38 0 J 0 63 Loss Time (sec): 0 ■ 1 1 168 0 Critical VIC: 0.000 0 298 0 Avg Cm Del (sedveh): 0.8 0 0 0 Avg Delay (sed mh): 0.8 0 0 l LOS: B T 1 Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal= Stop/Rights= lndude Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - --------------- R L - ---------- T - R - - - - -I ------------ --------------- Volume Module: II --------------- Base Vol: 0 0 0 26 0 26 37 126 0 0 231 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 26 0 26 37 126 0 0 231 60 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Approved: 0 0 0 3 0 2 1 42 0 0 67 3 Initial Fut: 0 0 0 29 0 28 38 168 0 0 298 63 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 , PHF Volume: 0 0 0 29 0 28 38 168 0 0 298 63 _ Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 29 0 28 38 168 0 0 298 63 Adjusted Volume Module: Grade: 0% 0% 0% 08 % Cycle/ Cars: xxxx xxxx xxxx xxxx xxxx =oc- xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx gCXJCX xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx =0c xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx =DC Adj Vol.: 0 0 0 32 0 31 42 168 0 0 298 63 Critical Gap Module: MoveUp Time:xxxxx =Ctc xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:x=cc =ctc xxxxx ------------ I --------------- 6.5 xxxx --------------- 5.5 5.0 xxxx xxxxx --------------- xxxxx ---------- xxxx xxxxx - - - - -I Capacity Module: �t Cnflict Vol: xxxx xxxx xxxxx 536 xxxx 330 361 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: =oc xxxx xxxxx 518 xxxx 943 1154 =utc xxxxx xxxx xxxx xxxxx Adj Cap: =oc xxxx xxxxx 0.96 =oc 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: =Dc xxxx xxxxx 498 xxxx 943 1154 xxxx xxxxx --------------- xxxx ---------- xxxx xxxxx - - - - -I ------------ I --------------- Level Of Service Module: --------------- Stopped Del: xxxxx =oc xxxxx 7.7 xxxx 3.9 3.2 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: x x x x x x A x x x * x Movement: LT - LTR - RT "LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 648 xxxxx xxxx =uc xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 5.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B ApproachDel: 0.0 5.8 0.6 0.0 I COMPARE Intersection #2: Luchessa /Church Mon Dec 2108:57:20 1998 1994 HCM Unsignai¢ed - Approach: North Bound Signal = Stop /Rights = lntlude East Bound West Bound Initial Vol: 28 0 39 - T Lanes: 0 0 it Iyn0`0 0 L - ---------- Signal=Uncontrcl Initial Vol: Lanes: Rights= lntlude - R - - - - - I 1 Vol Cot Date: No Signal= Uncontrol Rights = Include Lanes: Initial Val: --------------- Cycle Time (sec): 100 0 73 38 0 Base Vol: 0 0 0 Loss Time (sec): 0 26 37 126 0 0 1 192 0 -ti Cdtical V /C: 0.000 0 322 0 1.00 Avg Cdl Del (secheh): 0.9 0 0 0 1.00 Avg Delay(sedveh): 0.9 0 0 0 26 LOS: B 37 1 0 At t 231 60 Added Vol: 0 0 0 10 0 Lanes: 0 0 0 0 0 0 Initial Vol: 0 0 0 0 3 0 S1gnal= Stop1Rights= lntlude 1 42 - Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R II L - --------------- T - R II L - ---------- T - R - - - - - I -----------_ I --------------- Volume Module: II --------------- Base Vol: 0 0 0 26 0 26 37 126 0 0 231 60 -ti Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 26 0 26 37 126 0 0 231 60 Added Vol: 0 0 0 10 0 0 0 24 0 0 24 10 Approved: 0 0 0 3 0 2 1 42 0 0 67 3 Initial Fut: 0 0 0 39 0 28 38 192 0 0 322 73 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 39 0 28 38 192 0 0 322 73 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 39 0 28 38 192 0 0 322 73 Adjusted Volume Module: Grade: 0% 0% 096 0% It Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xaocx arxxx =oc xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xgOCx xxxx Adj Vol.: 0 0 0 43 0 31 42 192 0 0 322 73 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3:4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx ------------ I --------------- 6.5 --------------- xxxx 5.5 5.0 --------------- xxxx xxxxx xxxxx ---------- xxxx xxxxx - - - - -I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 589 xxxx 359 395 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 483 xxxx 911 1111 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xx21:x xxxx xxxxx 0.96 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx. xxxxx 463 xxxx 911 1111 xxxx xxxxx xxxx xxxx xxxxx / ------------ I --------------- Level Of Service Module: --------------- --------------- ---------- - - - - -I Stopped Del:xxxxx xxxx xxxxx 8.5 xxxx 4.1 3.4 xxxx xxxxx xxxXX xxxx xxxxx LOS by Move: * * * * * * A ' Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 582 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 6.6 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B ApproachDel: 0.0 6.6 0.6 0.0 Page 3.7 COMPARE Mon Dec 2108:57:20 1998 L.vel U, bemce Computabon Kepon 1994 HCM Unsignaki (Future Volume Alternative) Ph3PM Intersection #2: Luchessa /Church Approach: North Bound Signal= Slop/RJghts= lndude East Bound west Bound Movement: Initial Vol: 26 0 45 L - --------------- T Lanes: 0 0 11 0 0 IniUal Vol: Lanes: Signal= Uncontrol Rights= Include Vol Cnt Date: We Signal =Unconinel Righs= Include Lanes: Initial Vol: --------------- Cycle nme (sec): 100 0 79 36 0 1 Loss Time (see): 0 1T-' 1 206 0 0 Cdtical V /C: 0.000 ._ 0 336 0 126 Avg Cat Del (serNeh): 1.0 0 0 0 60 Avg Delay(seWeh): 1.0 0 0 1.00 1.00 LOS: B 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 0 0 0 0 0 0 26 Initial Vol: 0 0 0 126 0 Signal= Stop1RIgh6= 1ndude 231 60 Approach: North Bound South Bound East Bound west Bound Movement: L - T - R II L - --------------- T - R II L - --------------- T - R II L - ---------- T - R - - - - - I ------------ I Volume Module: --------------- Base Vol: 0 0 0 26 0 26 37 126 0 0 231 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 26 0 26 37 126 0 0 231 60 Added Vol: 0 0 0 16 0 0 0 38 0 0 38 16 Approved: 0 0 0 3 0 2 1 42 0 0 67 3 Initial Fut: 0 0 0 45 0 28 38 206 0 0 336 79 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 45 0 28 38 206 0 0 336 79 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 45 0 26 38 206 _ 0 0 336 79 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle/ Cars: YD= xxxx xxxx xxxx xxxx xxxx xxxx xxxx 8 Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 50 0 31 42 206 0 0 336 79 Critical Gap Module: MoveUp Time:xxxxx xxxx xx= 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx I --------------- 6.5 --------------- xxxx 5.5 5.0 --------------- xxxx xxxxx II xxxxx ---------- xxxx xxxxx - - - - - I ----_------- Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 620 xxxx 376 415 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 464 xxxx 893 1087 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.96 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 443 xxxx 893 1087 --------------- xxxx xxxxx xxxx II ---------- xxxx xxxxx - - - - - I ------------ I --------------- Level Of Service Module: --------------- Stopped Del: xxxxx xxxx xxxxx 9.0 xxxx 4.2 3.4 xxxx xxxxx xxxxx xxxx xx= LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 549 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 7.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B ApproachDel: 0.0 7.2 0.6 0.0 Page 3-8 I COMPARE Mon Dec 21 08:59:23 1998 Page 3.5 Level mace Lomputahan Keparl 1994 HCM Unsignalaed (Future Volume Alternative) Ph4PM Intersection #2: Luchessa /Church Signal= Slop/Rights= include Initial Vol: 28 0 59 _ Lanes: 0 0 111 0 0 Initial Vol: Lanes: 30 0 naloUn Riglutleml Vol Cat Dal Cycle Time (see): Loss Time (sec): Na� 100 0 de Lanes: Initial Vol: Rlights =Intlu 1 0 93 1 � � 1 239 0 _. Critical VEC: 0.000 ._ 0 369 a 0 V Avg Cdt Del (seWeh): 12 0 i 1, ) 0 0 Avg Delay(seWeh): 11 0 0 LOS: B Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal= SloplRights= lntlude Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ____________ _______________ Volume Module: _______________ --------------- _______________� Base Vol: 0 0 0 26 0 26 37 126 0 0 231 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 0 0 0 26 0 26 37 126 0 0 231 60 Added Vol: 0 0 0 30 0 0 0 71 0 0 71 30 Approved: 0 0 0 3 0 2 1 42 0 0 67 3 Initial Fut: 0 O 0 59 0 28 38 239 0 0 369 93 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 59 0 28 38 239 0 0 369 93 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 „ Final Vol.: 0 0 0 59 0 28 38 239 0 0 369 93 - Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 8 Truck /Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 65 0 31 42 239 0 0 369 93 Critical Gap Module: MoveUp Time: xxxxx xxxx xXYYY 3:4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx } Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- Capacity Module: --------------- --------------- II---------- - - - - -I Cnflict Vol: xxxx xxxx xxxxx 693 xxxx 416 462 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 421 xxxx 853 1033 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.95 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 401 xxxx 853 1033 xxxx xxxxx xxxx xxxx xxxxx " __________ __ _______________ Level Of Service Module: _______________ __ _______ --------------- Stopped Del:xxxxx xxxx xxxxx 10.5 xxxx 4.4 3.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A ' Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 483 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx - Shrd StpDel:xxxxx xxxx xxxxx xxxxx 8.5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B ApproachDel: 0.0 8.5 0.5 0.0 COMPARE Mon Dec 21 095923 Wall Page 341 Level ennce mpulauon Report 1994 HCM Unstgnalind (Future Volume A9emative) t. PhsPM Intersection #2: Luchessa /Church Signal =Stop /Rights= Include Initial Vol: 29 0 73 Lanes: 0 0 11 0 0 Signal= Uncontrol Signal= Uncontrol Initial Vol: Lanes: Ngh6= Include Vol Cnl Date: We Rights = Include Lanes: Inllial Vol: Cycle nme (see): 100 38 0 i 0 107 Loss Time (sec): 0 1 4L 1 271 0 Critical Vic: 0.000 0 401 0 Avg Cdt Del (secivett): 1.4 a - 0 0 Avg Delay(seWeh): 1.4 0 0 �l LOS: C Lanes: 0 0 0 o 0 Initial Vol: 0 0 0 Signal =Stop `Rlghls= Include Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------ - - - - -- --------------- Volume Module: --------------- --------------- ---------- - - - --� Base Vol: 0 0 0 26 0 26 37 126 0 0 231 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 0 0 0 26 0 26 37 126 0 0 231 60 lip. Added Vol: 0 0 0 44 0 0 0 103 0 0 103 44 Approved: 0 0 0 3 0 2 1 42 0 0 67 3 Initial Fut: 0 0 0 73 0 28 38 271 0 0 401 107 User•Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Y PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ,. PHF Volume: 0 0 0 73 0 28 38 271 0 0 401 107 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 73 0 28 38 271 0 0 401 107 Adjusted Volume Module: "• Grade: 0% 0% 0% OS % Cycle /Cars: xxxx xxxx xxxx xxxx Xo xxxx xxxx xxxx * Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xXYY xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: =MC =yMC xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 80 0 31 42 271 0 0 401 107 . Critical Gap Module: MoveUp Time: xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx =oc xxxxx r 7 Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx II I+ ------------ I --------------- Capacity Module: --------------- --------------- ---------- - - - - -I Cnflict Vol: xxxx xxxx xxxxx 764 xxxx 455 508 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 383 xxxx 815 982 xxxx xxxxx xxxx =tuc xxxxx ` Adj 'Cap: xxxx xxxx xxxxx 0.95 xxxx 1.00 1.00 xxxx xxxxx xxxx =nc xxxxx Move Cap.: xxxx xxxx xxxxx 363 xxxx 815 982 xxxx xxxxx =uc xxxx xxxxx ------------ I --------------- Level Of Service Module: --------------- --------------- ---------- - - - - -I , Stopped Del:xxxxx =cic xxxxx 12.4 xxxx 4.6 3.8 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Ca p.: xxxx xxxx xxxxx xxxx 429 xxxxx xxxx xxxx xxxxx =cc xxxx xxxxx Shrd StpDel:xxxxx xxxx =uu;c xxxxx 10.2 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * C ApproachDel: 0.0 10.2 0.5 0.0 COMPARE Mon Dec 2108-5923 1998 Page 3.7 Level Ul Service Computation Keport 1994 HCM Unsignalized (Future Volume Alternative) Ph6PM Intersection #2: Luchessa /Church a Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- II ---------- - - - - - I Volume Module: Base Vol: 0 0 0 26 0 26 37 126 0 0 231 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 26 0 26 37 126 0 0 231 60 Added Vol: 0 0 0 50 0 0 0 116 0 0 116 50 Approved: 0 0 0 3 0 2 1 42 0 0 67 3 Initial Fut: 0 0 0 79 0 28 38 284 0 0 414 113 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 79 0 28 38 284 0 0 414 113 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 79 0 28 38 284 0 0 414 113 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 87 0 31 42 284 0 0 414 113 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- ---------- - - - - -I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 793 xxxx 471 527 xxxx xxxxx xxxx xxxx xxxxx' Potent Cap.: xxxx xxxx xxxxx 368 xxxx 800 962 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.95 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 349 xxxx 800 962 xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- --------------- --------------- ---------- - - - - -I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 13.3 xxxx 4.7 3.9 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: IT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 409 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 11.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * C ApproachDel: 0.0 11.1 0.5 0.0 Signal= Stopaghts= lndude Initial Vol: 28 0 79 Lanes: 0 0 11 0 0 Signal= Ummnlrol Signal= Uncontrat Initial Vol: Lanes: Rights = Include Vol Cnl Date: Na Rights = Include Lanes: Initial Vol: Cycle Time (sec): 100 0 113 38 0 -/ 1 Loss Time (sec): 0 1 284 0 _. Critical WC: 0.000 0 414 0 Avg Cot Del (sedveh): 1.5 0 0 0 Avg Delay(sedveh): 1.5 0 0 LOS: C `T I t Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 S1gnal= Stop1Rights= lndude Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- II ---------- - - - - - I Volume Module: Base Vol: 0 0 0 26 0 26 37 126 0 0 231 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 26 0 26 37 126 0 0 231 60 Added Vol: 0 0 0 50 0 0 0 116 0 0 116 50 Approved: 0 0 0 3 0 2 1 42 0 0 67 3 Initial Fut: 0 0 0 79 0 28 38 284 0 0 414 113 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 79 0 28 38 284 0 0 414 113 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 79 0 28 38 284 0 0 414 113 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 87 0 31 42 284 0 0 414 113 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- ---------- - - - - -I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 793 xxxx 471 527 xxxx xxxxx xxxx xxxx xxxxx' Potent Cap.: xxxx xxxx xxxxx 368 xxxx 800 962 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.95 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 349 xxxx 800 962 xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- --------------- --------------- ---------- - - - - -I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 13.3 xxxx 4.7 3.9 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: IT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 409 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 11.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * C ApproachDel: 0.0 11.1 0.5 0.0 COMPARE Mon Dee 21 08:59231998 Page 3.8 i Level er ice computation Kepag 1994 HCM Unsignatized (Future Volume Alternative) � CurnIPM Intersection #2: Luchessa /Church Signal= StaplRighn;= lndude (i Initial Vol: 28 0 89 Lanes: 0 0 111 0 0 Signal= Unconaal Signal= Unconwl _ r Initial Vol: Lanes: Rights = lntlude Vol Cal Dale: Na RighUi= Include Lanes: Initial Vol: Cycle Time (see): 100 38 0 � 0 123 Lass Time (see): 0 1 7 � 266 0 � Critical VlC: 0.000 � 0 426 0 �� Avg Call Del (seNVeh): 1.7 0 0 0 Avg Delay(seWeh): 1.7 0 0 LOS: C Lanes: 0 o 0 0 0 Initial Vol: 0 0 0 Signal= Slop /Rights= lntlude Approach: North Bound South Bound East Bound West Bound _ Movement: L - T - R L - T - R L - T - R L - T - R , ------ - - - - -- --------------- Volume Module: --------------- --------------- ---------- - - - --� Base Vol: 0 0 0 26 0 26 37 126 0 0 231 60 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 26 0 26 37 126 0 0 231 60 1 Added Vol: 0 0 0 50 0 0 0 116 0 0 116 50 App +Pending: 0 0 0 13 0 2 1 44 0 0 79 13 `- Initial Fut: 0 0 0 89 0 28 38 286 0 0 426 123 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1:00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ,I PHF Volume: 0 0 0 89 0 28 38 286 0 0 426 123 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 69 0 28 38 286 0 0 426 123 t: Adjusted Volume Module: -•. Grade: 0% 0 F 09 0% * Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx =Dc xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 98 0 31 42 286 0 0 426 123 ) Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx , Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx --------------- 5.5 5.0 xxxx --------------- xxxxx xxxxx ---------- xxxx xxxxx - - - 1 ------------ I --------------- Capacity Module: - -I Cnflict Vol: xxxx xxxx xxxxx 812 xxxx 488 549 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 359 xxxx 784 939 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.95 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 340 xxxx 784 939 xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- Level Of Service Module: --------------- --------------- ---------- - - - - -I I, Stopped Del: xxxxx xxxx xxxxx 14.4 xxxx 4.8 4.0 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * + * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 393 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx j Shrd StpDel:xxxxx xxxx xxxxx xxxxx 12.1 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * C + + * * * + ApproachDel: 0.0 12.1 0.5 0.0 '* ! COMPARE Mon Dec 2109:00:56 1998 Page 3 -5 s Level emCe Urampulat,Oa Kepoa '1 1994 HCM Unsignalized (Future Volume Alternative) ExistSat Intersection #2: Luchessa/Church Signal= SlWp/Rights= lntlude Initial Vol: 28 0 21 Lanes: 0 0 1i 0 0 1 �► �► �I Signal= Umm�trol Signal =I ncontrol Initial Vat: Lanes: Rights = lntlude Vol Cnt Date: 12A 9195 Rights = lntlude Lanes: Initial Vol: Cycle Time (see): 100 24 0 0 29 Loss Time (sec): 0 ' 1 _ 116 0 Critical V /C: 0.000 ._ 0 79 1� 0 0 0 Avg Crit Del (seo'veh): Avg Delay(seWeh): 0.9 0.9 0 0 0 LOS: A Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal= Stop/Rights= lnGUde Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------- _________________ Volume Module: >> Count Date: -__-_____-___ 19 Dec 1998 << _ ____________ _________-----� Base Vol: 0 0 0 21 0 28 24 116 0 0 79 29 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00'1.00 1.00 1.00 1.00 1.00 ! Initial ESE: 0 0 0 21 0 28 24 116 0 0 79 29 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 0 21 0 28 24 116 0 0 79 29 -'t �( ! User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 i PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 21 0 28 24 116 0 0 79 29 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 21 0 28 24 116 0 0 79 29 Adjusted Volume Module: Grade: 0% 0% 0% 0% ' % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx _ xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx )Ci= xxxx xxxx xxxx xxxx ' PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx -xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx =cIc xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 23 0 31 26 116 0 0 79 29 ' Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx ___________________________ _______________ --------------- --------------- Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 234 xxxx 94 108 xxxx xxxxx =oc xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 776 xxxx 1242 1523 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.98 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 761 xxxx 1242 1523 xxxx xxxxx xxxx xxxx xxxxx � ___________________________ Level Of Service Module: --------------- --------------- _______________� Stopped Del:xxxxx xxxx xxxxx 4.9 xxxx 3.0 2.4 xxxx xxxxx xxxxx xxxx xxxxx _ LOS by Move: * * * * * * A i. Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 977 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 3.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * A ApproachDel: 0.0 3.8 0.4 0.0 COMPARE Mon Dec 21 09:00:561998 Page 3 -6 Approach: North Bound South Bound eve erv¢e Computation Report 1994 HCM Unsignalaed (Future Volume Alternative) BackSol Intersection #2: Luchessa /Church Movement: L - T - R ' T - R Signal= Stop/Rights= Include T - Initial Vol: 30 0 24 ------------ --------------- Volume Module: Lanes: 0 0 11 0 0 --------------- Signal= Unconlrcl 11 Signal= Unconlrol Initial Vol: Lanes: Rights = Include Base Vol: 0 0 Vol Cnt Dale: n/a Rights = Include Lanes: Initial Vol: 25 0 J, 24 Cycle Cycle me (sec): 100 0 32 0 79 29 Growth Adj: 1.00 1.00 1.00 * 7� 1 --+• 1.00 Loss Time (sec): 0 -t- 1 ► 165 0 Critical V /C: 0.000 ♦_ 0 117 0 0 Avg Cnt Del (sectveh): 0.6 0 0 0 116 Avg Delay (sedveh): 0.8 0 0 i 79 29 LOS: A 0 0 0 t 0 Lanes: 0 0 0 0 0 Approved: 0 0 Initial Vol: 0 0 0 1 49 Signal= Stop /Rights = Include 0 38 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L --------------- - T - R � ------------ --------------- Volume Module: 11 --------------- 11 --------------- 11 Base Vol: 0 0 0 21 0 28 24 116 0 0 79 29 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial SEE: 0 0 0 21 0 28 24 116 0 0 79 29 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Approved: 0 0 0 3 0 2 1 49 0 0 38 3 Initial Put: 0 0 0 24 0 30 25 165 0 0 117 32 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 24 0 30 25 165 0 0 117 32 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 24 0 30 25 165 0 0 117 32 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 26 0 33 28 165 0 0 117 32 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx ___________________________ 6.5 --------------- xxxx 5.5 5.0 __ _____________ xxxx xxxxx xxxxx --------------- xxxx xxxxx Capacity Module: Cnflict Vol: xancx xxxx xxxxx 323 xxxx 133 149 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 688 xxxx 1186 1456 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.98 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 674 xxxx 1186 1456 xxxx xxxxx xxxx xxxx xxxxx _________ _ __ _______________ Level Of Service Module: --------------- ___ ______ --------------- Stopped Del:xxxxx x:t= xxxxx 5.5 xxxx 3.1 2.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT IT - LTR - RT LT =: COMPARE Man Dec 2109:00:56 1998 Page 3.7 �.` Level U1 berwice mpuffabon Frpon 1994 HCM Unsignalized (Future Volume Alternative) Ph2Sal Intersection #2: Luchessa /Church Signal= Stop/Righu= lntlude Inlgal Val: 30 0 37 Lanes: 0 0 11 0 0 Signal= Uncontrol Signal= Uncontrol ' Initial Vol: Lanes: Rights-Include Val Cat Dale: n/a Rights = lntlude Lanes: Initial Vol: ' Cycle Time Isar): 100 26 0 Loss Time (sec): 0 0 45 { 1 1 196 0 _. Critical V /C: 0.000 0 148 0 Avg Cm Del (secNeh): 0.9 0 " I 0 0 Avg Delay(sedveh): 0.9 0 0 LOS: A 1 � I Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 X Signal= Stcp/Rlghts= lncIude Approach: North Bound South Bound East Bound west Bound _ ' Movement: L - T - R L - T - R L - T - --------------- R L - ---------- T - R - - - - -I ------ - - - - -- --------------- Volume Module: II --------------- V Base Vol: 0 0 0 21 0 28 24 116 0 0 79 29 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 21 0 28 24 116 0 0 79 29 Added Vol: 0 0 0 13 0 0 0 31 0 0 31 13 Approved: 0' 0 0 3 0 2 1 49 0 0 38 3 .,1 Initial Fut: 0 0 0 37 0 30 25 196 0 0 148 45 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 37 0 30 25 196 0 0 148 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 • + Final Vol.: 0 0 0 37 0 30 25 196 0 0 148 45 Adjusted Volume Module: Grade: 0% 0% 0% 0% • ,i % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx, 3c3gxx xxxx t 8 Truck / Comb: XXXX X= xxxx xxxx xxxx xxxx xxxx xxxx - PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx 7cZOCx xxxx xxxx xxxx =Dc xxxx xxxx ( Adj Vol.: 0 0 0 41 0 33 28 196 0 0 148 45 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3:4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx ------------ 1--------------- Capacity Module: --------------- --------------- ---------- - - - - -� Cnflict Vol: xxxx x3c1c3L xxxxx 392 xxxx 171 193 xxxx xxxxx xxxx xxxx xxxxx �l Potent Cap.: xxxx xxxx xxxxx 628 xxxx 1135 1387 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.98 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 614 xxxx 1135 1387 xxxx xxxxx xxxx xxxx xxxxx y ------------ I --------------- Level Of Service Module: --------------- --------------- ---------- - - - - -I Stopped Del:xxxxx xxxx xxxxx 6.2 xxxx 3.3 2.6 xxxx xxxxx xxxxx xxxx xxxxx _ LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xx xxxxx xxxx 773 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 4.9 xx3Lxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * A • ApproachDel: 0.0 4.9 0.3 0.0 COMPARE Man Dec 2109,00:56 1998 Page 3-8 Level emee GcunpulaWn ,Pun 1994 HCM Unsignaloed (Future Volume Alternative) i Ph3Sal Intersection #2: Luchessa/Church Slgnal= Stop/Wghla= lndude Initial Vol: 30 0 48 S Lanes: 0 0 11 0 0 _ Signal= UnconUOl Slgnal= uncontrol Initial Vol: Lanes: Rights= lndude Vol Cnl Dale: Na Bights= lndude Lanes: Initial Vol: j � Cycle nine (see): 100 25 0 � 0 56 Loss Time (sec): 0 1 1 220 0 _. Critical V /C: 0.000 ♦_ 0 172 `5 0 Avg Cdl Del (secheh): 1.0 0 0 0 Avg Delay(seWeh): 1.0 0 0 J. ' LOS: B Lanes: 0 0 0 0 0 Initial Vol: 0 0 0 Signal= Stop1R1ghts= lndude Approach: North Bound South Bound East Bound West Bound Movement: L - T - ------ - - - - -- --------------- R II L - T --------------- - R L - T - --------------- R L - ---------- T - R - - - - -I Volume Module:. Base Vol: 0 0 0 21 0 28 24 116 0 0 79 29 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ Initial BEE: 0 0 0 21 0 28 24 116 0 0 79 29 Added Vol: 0 0 0 24 0 0 0 55 0 0 55 24 Approved: 0 0 0 3 0 2 1 49 0 0 38 3 Initial Put: 0 0 0 48 0 30 25 220 0 0 172 56 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ^� PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I PHF Volume: 0 0 0 48 0 30 25 220 0 0 172 56 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 �. Final Vol.: 0 0 0 48 0 30 25 220 0 0 172 56 Adjusted Volume Module: Grade: 0% 0% 0% OS % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx. xxxx xxxx ° !k Truck / Comb: xxxx xxxx xxxx xxxx xxxx xxxx X= xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ' Adj Vol.: 0 0 0 53 0 33 28 220 O 0 172 56 �. Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3.4 ,xxxx 2.6 2.1 xxxx xxxxx =cxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx --------------- 5.5 5.0 xxxx --------------- xxxxx xxxxx --------------- xxxx xxxxx ------------ I --------------- Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 445 xxxx 200 228 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 585 xxxx 1096 1335 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.98 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx ------------ --------------- 571 xxxx --------------- 1096 1335 xxxx --------------- xxxxx xxxx ---------- xxxx xxxxx - - - - -I I Level Of Service Module: ` Stopped Del:xxxxx xxxx xxxxx 6.9 xxxx 3.4 2.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 700 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 5.5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B ApproachDel: 0.0 5.5 0.3 0.0 COMPARE Mon Dec 21 09:0427 1998 Page 3 -a t eve el-vice Computation Rep5n 1 d 1994 HCM Unsignalized (Future Volume Altemative) Ph4Sat Intersection #2: Luchessa/Church S1gnal= Slop1Mghts= lntlude r Initialvol: 30 0 68 Lanes: 0 0 11 0 0 Signal= Unconaal Signal= Uncontrol Initial Vol: Lanes: Rights-Include Vol Cnt Date: Na Rights = lntlude Lanes: Initial Vol: Cycle Time (see): 100 25 0 0 76 j Loss Time (see): 0 1 1 267 0 Critical V /C: 0.000 0 219 0 Avg Cril Del(seclveh): 12 0 / 0 0 Avg Delay(seNVeh): 1.2 0 0 LOS: B Lanes: 0 0 0 0 0 ^I Initial Vol: 0 0 0 Signal= Slop/Rigms= Include Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R V ------ - - - - -- --------------- Volume Module: 11 --------------- --------------- ---------- - - - --� .--) Base Vol: 0 0 0 21 0 28 24 116 0 0 79 29 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 0 0 0 21 0 28 24 116 0 0 79 29 . Added Vol: 0 0 0 44 0 0 0 102 0 0 102 44 ' Approved: 0 0 0 3 0 2 1 49 0 0 38 3 Initial Fut: 0 0 0 68 0 30 25 267 0 0 219 76 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 68 0 30 25 267 0 0 219 76 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 1 Final Vol.: 0 0 0 68 0 30 25 267 0 0 219 76 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx - xxxx xxxx xxxx xxxx % Truck / Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx =oc Adj Vol.: 0 0 0 75 0 33 28 267 '0 0 219 76 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxYVY xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 XY xxxxx xxxxx xxxx xxxxx ------------ I --------------- Capacity Module: --------------- --------------- ---------- - - - - -I Cnflict Vol: xxxx xxxx xxxxx 549 xxxx 257 295 xxxx xxxxx xxxx xxxx xxxxx Il Potent Cap.: xxxx xxxx xxxxx 509 xxxx 1026 1240 xxxx xxxxx xxxx xxxx xx= Adj Cap: xxxx xxxx xxxxx 0.97 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx 496 xxxx 1026 1240 xxxx xxxxx xxxx xxxx xxxxx ,^ ------------ I --------------- --------------- --------------- ---------- - - - - -I Level Of Service Module: t Stopped Del:xxxxx xxxx xxxxx 8.4 xxxx 3.6 3.0 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A + Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx XYYY 589 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 6.9 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * 13 * * * + * + + ApproachDel: 0.0 6.9 0.3 0.0 COMPARE Mon Dec 2109:04271999 a Page Level ervice CompuMloon Repon 1994 HCM Unsignalized (Future Volume Altemative) Ph5Sat Intersection #2: Luchessa/Church Approach: North Bound Signal= S1opRghts= Include East Bound West Bound Initial Vol: 30 0 87 L - Lanes: 0 0 11 0 0 - R Signal= Unconwl T - R - - - - - I ------------ I Volume Module: Signal= Ummnhol Initial Vol: Lanes: Rightszlndude II Vol Cnt Date: Na Rights = lndude Lanes: Initial Vol: 25 0 Cycle Time (sec): 100 Ilk- 0 95 Base Vol: 0 0 0 i 0 Lass Time (sec): 0 1 313 0 0. CriticaIV/C: 0.000 0 255 0 1.00 Avg Cel Del (secNeh): 1.5 0 0 0 1.00 Avg Delay(seWeh): 1.5 0 0 1.00 1.00 LOS: B 0 0 1 0 28 24 Lanes: 0 0 0 0 0 29 Initial Vol: 0 0 0 63 0 0 Signal =Stop /Rights= lncIude 148 0 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - ---------- T - R - - - - - I ------------ I Volume Module: --------------- II --------------- II --------------- II Base Vol: 0 0 0 21 0 28 24 116 0 0. 79 29 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial BEE: 0 0 0 21 0 28 24 116 0 0 79 29 Added Vol: 0 0 0 63 0 0 0 148 0 0 148 63 Approved: 0 0 0 3 0 2 1 49 0 0 38 3 Initial Fut: 0 0 0 87 0 30 25 313 0 0 265 95 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 87 0 30 25 313 0 0 265 95 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 87 0 30 25 313 0 0 265 95 Adjusted Volume Module: Grade: 08 0& 08 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx =0c xxxx xxxx % Truck / Comb: xxxx xxxx =CC =DC xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx =DC xxxx =DC xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 96 0 33 28 313 0 0 265 95 Critical Gap Module: MoveUp Time: xxxxx xxxx xxxxx 3.4 '=oc 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx ------------ I --------------- xxxx xxxxx 6.5 --------------- xxxx 5.5 5.0 --------------- xxxx xxxxx x=oc ---------- xxxx xxxxx - - - - -I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 651 xxxx 313 360 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx 445 xxxx 962 1155 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx 0.97 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: ------------ I xxxx --------------- xxxx xxxxx 432 --------------- xxxx 962 1155 --------------- xxxx xxxxx xxxx ---------- xxxx xxxxx - - - - -I Level Of Service Module: Stopped Del: xxxxx xxxx =ouc 10.4 xxxx 3.9 3.2 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move; * * * * * * A Movement: LT - LTR - RT IT - LTR - RT IT - LTR - RT IT - LTR - RT Shared Cap.: xxxx xxxx x c xxxx 503 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 8.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * B ApproachDel: 0.0 8.8 0.3 0.0 COMPARE Mon Dec 2109:0427 1998 Page 3.1 �N G eve emce ampu an Report 1994 NCM Unsignali ted (Future Volume Alternative) - Ph6Sa1 Intersection #2: Luchessa /Church Signal= Sap/Rigms= Include Initial Vol: 30 0 96 - Lanes: 0 0 11 0 0 Signal= UncoMrol Signal=Uncontrol , Initial Vol: Lanes: Rights = Include Vol Cnl Date: Na Rights = Include Lanes: Initial Vol: Cycle Time (sec): 100 !� 25 0 J 0 104 Loss Time (see): 0 1 ,- 333 0 Critical VIC: 0.000 0 285 r-� 0 Avg Crit Del(seWeh): 1.6 0 I0 0 Avg Delay(sedveh): 1.6 0 0 LOS: 8 d Lanes: 0 0 0 0 0 , -. Initial Vol: 0 0 0 „ Signal= Stop/RighLs= lntlude -- Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - ---------- T - R - - - - -I ------------ --------------- Volume Module: II --------------- --------------- �- Base Vol: 0 0 0 21 0 28 24 116 0 0 79 29 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 0 0 0 21 0 28 24 116 0 0 79 29 Added Vol: 0 0 0 72 0 0 0 168 0 0 168 72 Approved: 0 0 0 3 0 2 1 49 0 0 38 3 -� Initial Fut: 0 0 0 96 0 30 25 333 0 0 285 104 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 96 0 30 25 333 0 0 285 104 - Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 0 0 96 0 30 25 333 0 0 285 104 Adjusted Volume Module: Grade: 0% 0% 0% 0% " % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx zcxxx xxxx xxxx xxxx PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 106 0 33 28 333 0 0 285 104 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 3:4 xxxx 6.5 xYYY 2.6 5.5 2.1 xxxx 5.0 xxxx xxxxx xxxxx xxxxx xxxxx xxxx xxxx xxxxx xxxxx _ ------------ I --------------- Capacity Module: --------------- --------------- ---------- - - - - -I Cnflict Vol: xxxx xxxx xxxxx 695 xxxx 337 389 xxxx xxxxx xxxx xxxx xxxxx + Potent Cap.: xxxx xxxx xxxxx 419 xxxx 934 1119 xxxx xxxxx xxxx xxxx xxxxx :FA Adj Cap: xxxx xxxx xxxxx 0.97 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx. xxxxx _ Move Cap.: xxxx xxxx xxxxx 406 xxxx 934 1119 xxxx xxxxx xxxx xxxx xxxxx r ------------ I --------------- Level Of Service Module: --------------- --------------- ---------- - - - - -I Stopped Del:xxxxx xxxx xxxxx 11.6 xxxx 4.0 3.3 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 470 xxxxx xxxx xxxx xxxxx xxxx XXYY xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 9.8 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * 13 ApproachDel: 0.0 9.8 0.3 0.0 COMPARE Mon Dec 2109:042'11998 Page 3.8 Level emvu:e mpu an w 1994 HCM Unsignalized (Fulume Vdume Altemaeve) CumSa1 Intersection #2: Luchessa /Church i. Signal=Stop/Righls= lntlude I Initial Vol: 30 0 119 Lanes: 0 0 11 0 0 '- Signal= UnwnVOl Signal= Unwnnl Initial Vol: Lanes: Rights - Include Vol Cnt Date: Na Righ6= lntlude Lanes: Initial Vol: � Cycle Time (am): 100 26 0 � 0 120 ■ Less Time (sec): 0 1 i , 335 0 CdOtal V /C: 0.000 0 305 0 Avg CM Del (seWeh): 2.1 0 •1 / 0 0 Avg Delay (seWeh): 2.7 0 0 i LOS: C 1 Lanes: 0 0 0 0 0 Idtial Vol: 0 0 0 Signal=Slop/Rights= lntlude l Approach: North Bound South Hound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- Volume Module: II--------------- II--------------- II---------- - - - - - I Base Vol: 0 0 0 21 0 28 24 116 0 0 79 29 "-' Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 Initial Bee: 0 0 0 21 0 28 24 116 0 0 79 29 ) Added Vol: 0 0 0 72 0 0 0 168 0 0 168 72 j App +Pending: 0 0 0 26 0 2 2 51 0 0 58 19 Initial Fut: 0 0 0 119 0 30 26 335 0 0 305 120 - User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 '�� PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1 PHF Volume: 0 0 0 119 0 30 26 335 0 0 305 120 Reduct Vol; 0 0 0 0 0 0 0 0 0 0 0 0 r Final Vol.: 0 0 0 119 0 30 26 335 0 0 305 120 1 Adjusted Volume Module: _ Grade: 0% 08 0% 0% " 8 Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx .: xxxx xxxx �� 9 Truck /Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 1 PCE Adj: 1.10 1.10 1.10 1.10 1.10 1.10 1.10 1.00 1.00 1.10 1.00 1.00 .I. 1 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 1-_ Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 0 0 131 0 33 29 335 0 0 305 120 , Critical Gap Module: MoveUp Time: xxxxx xxxx xxxxx 3.4 xxxx 2.6 2.1 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx 6.5 xxxx 5.5 5.0 xxxx xxxxx xxxxx xxxx xxxxx I' ------------ I --------------- Capacity Module: II--------------- II--------------- II ---------- - - - - - I V Cnflict Vol: xxxx xxxx xxxxx 726 xxxx 365 425 xxxx xxxxx xxxx xxxx xxxxx 1 Potent Cap.: xxxx xxxx xxxxx 402 xxxx 904 1075 xxxx xxxxx xxxx xxxx xxxxx ( 11 Adj Cap: xxxx xxxx xxxxx 0.97 xxxx 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx �-- Move Cap.: xxxx xxxx xxxxx 389 xxxx 904 1075 xxxx xxxxx xxxx xxxx xxxxx _ ------------ I --------------- Level Of Service Module: II--------------- II--------------- II ---------- - - - - - I i i. I Stopped Del:xxxxx xxxx xxxxx 13,.3 xxxx 4.1 3.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * A Movement: LT - LTR - RT IT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx 439 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx 11.5 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx •' „i Shared LOS: * * * * C ApproachDel: 0.0 11.5 0.3 0.0 COMPARE Mon Dec 2108:57:20 1998 Page 3.9 Level Lit bevice Gon-putat,on Kepor. y 1994 RCM Unsignal¢ed (Future Volume Alternative) y s ExisIPM Intersection #3: Monterey /Farmn Frontage Signal= UncontroVRlghls =Intlude Initial Vol: 11 390 7 -` Lanes: 0 �-1',1Iy 11 Iyr�`0_►` t 7 1 Signal =Stop Signal =Slop Initial Vol: lanes: RlghLS= Include Vol Cnl Date: 2/78/96 Rights= lntlude Lanes: Initial Vol: J, Ti Cycle me (sec): 100 � , 25 0 0 11 Loss Time (sec): 0 0 0 0 11 Critical WC: 0.000 it 0 0 Avg Crit Del (seciveh): 0.6 0 11 0 Avg Delay (seclveh): 0.6 0 2 LOS: B Lanes: 1 0 1 1 0 Initial Val: 9 362 1 n ~� Slgnal=UnconOOl/Rlghts= Include Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R Volume Module: >> Count Date: 18 Feb 1998 << PM Peak Base Vol: 9 362 1 7 390 11 25 0 11 2 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial BEE: 9 362 1 7 390 11 25 0 11 2 0 11 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 9 362 1 7 390 11 25 0 11 2 0 11 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 9 362 1 7 390 11 25 0 11 2 0 11 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 9 362 1 7 390 11 25 0 11 2 0 11 I Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx,, xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ` PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 10 362 1 8 390 11 28 0 12 2 0 12 - Critical Gap Module: MoveUp Time: 2.1 xxxx xxxxx 2.1 xxxx xxxxx 3.4 xxxx 2.6 3.4 xxxx 2.6 _ Critical Gp: 5.5 xxxx xxxxx __________________________________________ 5.5 xxxx xxxxx 7.0 xxxx 5.5 7.0 xxxx 5.5 Capacity Module: ______ ________________________I Cnflict Vol: 401 xxxx xxxxx 363 xxxx xYyyY 774 xxxx 201 769 xxxx 182' Potent Cap.: 1044 xxxx xxxxx 1094 xxxx xxxxx 339 xxxx 1096 342 xxxx 1120 Adj Cap: 1.00 xxxx xxxxx 1.00 xxxx xxxxx 0.98 xxxx 1.00 0.98 xxxx 1.00 w Move Cap.: 1044 xxxx xxxxx 1094 xxxx xxxxx 331 xxxx 1096 334 xxxx 1120 1--------------- Level Of Service Module: --------------- --------------- --------------- _ Stopped Del: 3.5 xxxx xxxxx 3.3 xxxx xxxxx 11.8 xxxx 3.3 10.9 xxxx 3.2 LOS by Move: A * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 421 xxxxx xxxx 822 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 9.2 xxxxx xxxxx 4:4 xxxxx Shared LOS: * * * * * * * B * * A ApproachDel: 0.1 0.1 9.2 4.4 COMPARE Intersection #3: Monterey /Farmn Frontage Mon Dec 21 08:57301998 1994 HCM Unsignallzed (Future Volume Altemative) Signal= Unwntrol/Rlghts= include Inital Vol: 12 424 22 Lanes: 0 1 1 0 1 .144l,*4 Signal =Stop Initial Vol: lanes: Rights= lndude 27 0 JL 0 0 ll 0 11 0 Vol Cnl Date: Na Cycle Tune (see): 100 Loss Time (see): 0 Cntleal V /C: 0.000 Avg Crit Del (seWeh): 0.8 Avg Delay (sedveh): 0.8 LOS: C Signal =Stop Rights= Include 0 Lanes: Initial Vol: 0 19 0 11 0 0 0 6 Lanes: 1 0 1 1 0 Initial Vol: 12 415 2 S1gnal= UmmnhoVRigh6= 1nclude Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- Volume Module: --------------- --------------- ---------- - - - - -I Base Vol: 9 362 1 7 390 11 25 0 11 2 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 9 362 1 7 390 11 25 0 11 2 0 11 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ApprovedDev: 3 53 1 15 34 1 2 0 0 4 0 8 Initial Fut: 12 415 2 22 424 12 27 0 11 6 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 12 415 2 22 424 12 27 0 11 6 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 12 415 2 22 424 12 27 0 11 6 0 19 Adjusted Volume Module: Grade: 0% 0% 0% 08 % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx >o= % Truck / Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 13 415 2 24 424 12 30 0 12 7 0 21 Critical Gap Module: MoveUp Time: 2.1 xxxx xxxxx 2.1 xxxx xxxxx 3.4 xxxx 2.6 3.4 xxxx 2.6 Critical Gp: 5.5 xxxx xxxxx 5.5 xxxx xxxxx 7.0 xxxx 5.5 7.0 xxxx 5.5 ------------ I --------------- Capacity Module: --------------- --------------- ---------- - - - - -I Cnflict Vol: 436 xxxx xxxxx 417 xxxx xxxxx 879 xxxx 218 874 xxxx 209 Potent Cap.: 1000 xxxx xxxxx 1024 xxxx xxxxx 290 xxxx 1074 292 xxxx 1086 Adj Cap: 1.00 xxxx xxxxx 1.00 xxxx xxxxx 0.95 xxxx 1.00 0.96 xxxx 1.00 Move Cap.: ------------ 1000 xxxx I --------------- xxxxx 1024 --------------- xxxx xxxxx 277 --------------- xxxx 1074 281 ---------- xxxx 1086 - - - - -I Level Of Service Module: Stopped Del: 3.6 xxxx xxxxx 3.6 xxxx xxxxx 14.4 xxxx 3.4 13.1 xxxx 3.4 LOS by Move: A * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 352 xxxxx xxxx 644 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 11.2 xxxxx xxxxx 5:7 xxxxx Shared LOS: * * * * * * * C * * B ApproachDel: 0.1 0.2 11.2 5.7 COMPARE Mon Dee 21 08:57301998 Page 3.11 LeVel U1 bennce ompuwuon Kepon ° 1994 HCM Unslgnalized (Future Volume Altemative) Ph2PM Intersection #3: Monterey /Farrnn Frontage Signal= UnconhoMghts= Include Initial Vol: 51 424 22 ' ' Lanes: 0 1 1 0 41 44, 1 A Signal =Stop 1 0 1 Signal=Stop Initial Vol: Lanes: Rlghls= lndude Vol Cot Date: Na Rights = lndude Lanes: Initial Vol: Cycle lime (sec): 100 0 19 ,..., 66 0 2 Lass 71me (sec): 0 I g Signal= UmmnOOVRights= lndude 0 0 11 Cntical V /C: 0.000 11 0 _ 0 r, �. Avg Cril Del (sedveh): 1.7 0 I 26 0 � Avg Delay (sedveh): 1.7 � 0 fi R L LOS: C L - Lanes: 1 0 1 1 0 1011161 Vol: 29 415 2 I Signal= UmmnOOVRights= lndude Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - ---------- T - R - - - - -I k ------------ I --------------- Volume Module: --------------- --------------- •� Base Vol: 9 362 1 7 390 11 25 0 11 2 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 9 362 1 7 390 11 25 0 11 2 0 11 o Added Vol: 17 0 0 0 0 39 39 0 17 0 0 0 ApprovedDev: 3 53 1 15 34 1 2 0 0 4 0 8 Initial Fut: 29 415 2 22 424 51 66 0 28 6 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 v PHF Volume: 29 415 2 22 424 51 66 0 28 6 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 29 415 2 22 424 51 66 0 28 6 0 19 Adjusted Volume Module: Grade: 0% O6 0% 0% % Cycle/ Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/ Comb: x3acx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx r, Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx 1 Adj Vol.: 32 415 2 24 424 51 73 0 31 7 0 21 Critical Gap Module: - >1 MoveUp Time: 2.1 xxxx xxxxx 2:1 xxxx xxxxx 3.4 xxxx 2.6 3.4 xxxx 2.6 Critical Gp: 5.5 xxxx xxxxx 5.5 xxxx xxxxx 7.0 xxxx 5.5 7.0 xxxx 5.5 ------------ I --------------- Capacity Module: --------------- --------------- II---------- - - - - -I Cnflict Vol: 475 xxxx xxxxx 417 xxxx xxxxx 916 xxxx 238 891 xxxx 209 Potent Cap.: 953 xxxx xxxxx 1024 xxxx xxxxx 275 xxxx 1050. 285 xxxx 1086 y Adj Cap: 1.00 xxxx xxxxx 1.00 xxxx xxxxx 0.94 xxxx 1.00 0.93 xxxx 1.00 Move Cap.: 953 xxxx xxxxx 1024 xxxx xxxxx 258 xxxx 1050 265 xxxx 1086 ti------------ I --------------- --------------- --------------- ---------- - - - - -I Level Of Service Module: ' Stopped Del: 3.9 xxxx x3cx3cx 3.6 xxxx xxxxx 18.7 xxxx 3.5 13.9 xxxx 3.4 _• LOS by Move: A * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 333 xxxxx xxxx 623 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 14.2 xxxxx xxxxx 5.9 xxxxx Shared LOS: * * * * * * * C * * B ApproachDel: 0.3 0.2 14.2 5.9 :alnpoW awnToA - 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Critical V /C: 0.000 f_ 11 0 I a �. Avg Ctlt Del (sedveh): 6.0 0 61 0 Avg Delay(seWeh): 6.0 0 6 LOS: E Lanes: 1 0 1 1 a J Initial Vol: 62 416 2 Signal= UmmnwURights =lndude Approach: North Bound South Bound East Bound West Bound Movement: L - T - ____________ --------------- Volume Module: R 11--------------- L - T - R L - T - --------------- R L - --------------- T - R Base Vol: 9 362 1 7 390 11 25 0 11 2 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 9 362 1 7 390 11 25 0 11 2 0 11 _ Added Vol: 50 0 0 0 0 118 118 0 50 0 0 0 ApprovedDev: 3 53 1 15 34 1 2 0 0 4 0 8 Initial Fut: 62 415 2 22 424 130 145 0 61 6 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 62 415 2 22 424 130 145 0 61 6 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 I Final Vol.: 62 415 2 22 424 130 145 0 61 6 0 19 •- Adjusted Volume Module: Grade: 0% 0% 0% 0% - % Cycle/ Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx J1 % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 'o, Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx LI Adj Vol.: 68 415 2 24 424 130 160 0 67 7 0 21 Critical Gap Module: ,r1 MoveUp Time: 2.1 xxxx xxxxx 2:1 xxxx xxxxx 3.4 xxxx 2.6 3.4 xxxx 2.6 } Critical Gp: 5.5 xxxx xxxxx 5.5 xxxx xxxxx 7.0 xxxx 5.5 7.0 xxxx 5.5 __________ __ _______________ Capacity Module: _______________ --------------- _______________� Cnflict Vol: 554 xxxx xxxxx 417 xxxx xxxxx 988 xxxx 277 924 xxxx 209 Potent Cap.: 864 xxxx xxxxx 1024 xxxx xxxxx 247 xxxx 1002 272 xxxx 1086 '- Adj Cap: 1.00 xxxx xxxxx 1.00 xxxx xxxxx 0.91 xxxx 1.00 0.86 xxxx 1.00 Move Cap.: 864 xxxx xxxxx 1024 xxxx xxxxx 224 xxxx 1002 234 xxxx 1086 ____________ _______________ --------------- --------------- --------------- 4 Level Of Service Module: Stopped Del: 4.5 xxxx xxxxx 3.6 xxxx xxxxx 44.4 xxxx 3.8 15.8 xxxx 3.4 LOS by Move: A * * A + * + * * + ' Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 291 xxxxx xxxx 579 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 32.4 xxxxx xxxxx 6.4 xxxxx - Shared LOS: * + * + + * + E + + B + I ApproachDel: 0.6 0.2 32.4 6.4 COMPARE Mon Dec 2108:5923 1998 eve emce Uumputalion Kepon 1994 HCM Unsignallaed (Future Volume Altemalive) Ph5PM Intersection #3: Monterey /Farmn Frontage Initial Val: 164 Lanes: 0 Lanes: Initial Vol: 424 22 Signal =Stop ImHal Vol: Lanes: Rights = Include 199 0 Loss Time (sec): 0 0 0.000 0 11 _. L - o - R 85 0 Lanes: Initial Vol: 424 22 r'1 ^1y 1 Iy^0 1 Vol Cnl Date: Na Cycle Time (see): 100 Loss Time (sec): 0 Cduml V/C: 0.000 Avg Cdl Del (sectveh): 28.4 Avg Delay (seclveh): 28.4 LOS: F 1 0 1 1 0 66 415 2 Signal= UnccntmVRights= lnclude Signal=Stop RIgh6= Include Lanes: Initial Val: 0 19 0 ._ 11 0 o 0 6 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---__------- I Volume Module: --------------- --_------------ II --------------- --------------- Base Vol: 9 362 1 7 390 11 25 0 11 2 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 initial Bee: 9 362 1 7 390 11 25 0 11 2 0 11 Added Vol: 74 0 0 0 0 172 172 0 74 0 0 0 ApprovedDev: 3 53 1 15 34 1 2 0 0 4 0 8 Initial Fut: 86 415 2 22 424 184 199 0 85 6 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 86 415 2 22 424 184 199 0 85 6 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 86 415 2 22 424 184 199 0 85 6 0 19 Adjusted Volume Module: Grade: 0% 0% 0% 0& % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Club PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 95 415 2 24 424 184 219 0 94 7 0 21 Critical Gap Module: MoveUp Time: 2.1 xxxx xxxxx 2.1,xxxx xxxxx 3.4 xxxx 2.6 3.4 xxxx 2.6 Critical Gp: 5.5 xxxx xxxxx 5.5 xxxx xxxxx 7.0 xxxx 5.5 II---------- 7.0 xxxx 5.5 - - - - -I ----------- I --------------- Capacity Module: --------------- --------------- Cnflict Vol: 608 xxxx xxxxx 417 xxxx xxxxx 1039 xxxx 304 948 xxxx 209 Potent Cap.: 809 xxxx xxxxx 1024 xxxx xxxxx 229 xxxx 971 262 xxxx 1086 Adj Cap: 1.00 xxxx xxxxx 1.00 xxxx xxxxx 0.88 xxxx 1.00 0.81 xxxx 1.00 Move Cap.: ------------ I 809 --------------- xxxx xxxxx 1024 --------------- xxxx xxxxx 201 --------------- xxxx 971 212 ---------- xxxx 1086 - - - - -I Level Of Service Module: Stopped Del: 5.0 xxxx xxxxx 3.6 xxxx xxxxx 187.0 xxxx 4.1 17.5 xxxx 3.4 LOS by Move; A * * A Movement: LT - LTR - RT IT - LTR - RT IT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 264 xxxxx xxxx 546 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 132 xxxxx xxxxx 6..8 xxxxx Shared LOS: * * * * * * * F * x B ApproachDel: 0.9 0.1 132.3 6.8 Page 110 COMPARE Mon Dec 2108: 59: 231998 Page 3-11 r,J t Levei U, semce Computation Repon 1994 HCM Unsignalized (Future Volume Alternative) Ph6PM Intersection #3: Monterey /Farmn Frontage Signal= UnccntroVF igms= Include -. Initial Vol: 205 424 22 Lanes: 0 1 1 0 1 Signal =Stop Signal =Stop Initial Vol: Lanes: Rights= lnclutle Vol Cnl Dale: n/a Rights = lnclutle Lanes: Initial Vol: � Cycle Time (sec): 100 -' 220 0 0 19 Loss Time (sec): 0 0 0 0 11 � Critical V /C: 0.000 � 11 0 0 Avg Crit Del (sedveh): 60.0 0 94 0 Avg Delay(sedveh): 60.0 0 6 LOS: F _ Lanes: 1 0 1 1 0 Initial Vol: 95 415 2 }. Signal= UHccrUr011Rlghts =Include `- Approach: North Bound South Bound East Bound West Bound Movement: L - T - ------------------------ Volume Module: R 11___-_---------- L - T - R ��--- L - T - _----------- R ��-- L - ________ T - R -_ - - -� Base Vol: 9 362 1 7 390 11 25 0 11 2 0 11 ' Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 I Initial Bee: 9 362 1 7 390 11 25 0 11 2 0 11 t.. Added Vol: 83 0 0 0 0 193 193 0 83 0 0 0 ApprovedDev: 3 53 1 15 34 1 2 0 0 4 0 8 Initial Fut: 95 415 2 22 424 205 220 0 94 6 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 415 2 22 424 205 220 0 94 6 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 + Final Vol.: 95 415 2 22 424 205 220 0 94 6 0 19 Adjusted Volume Module: _ Grade: 0% 096 0% 0% ' % Cycle /Cars: =ClC xxxx xxxx xxxx xxxx =oE xxxx xxxx % Truck /Comb: xxxx xxxx xxxx xxxx xxvv xxxx xxxx =oC PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1..10 1.10 '- -t Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 105 415 2 24 424 205 242 0 103 7 0 21 Critical Gap Module: ' MoveUp Time: 2.1 xxxx xxxxx 2.1 xxxx xxxxx 3.4 xxxx 2.6 3.4 xxxx 2.6 Critical Gp: 5.5 xxxx xxxxx 5.5 xxxx xxxxx 7.0 xxxx 5.5 7.0 xxxx 5.5 ___________________________ Capacity Module: --------------- --------------- ---------- - - - - -� Cnflict, Vol: 629 =uc xxxxx 417 xxxx xxxxx 1059 xxxx 315 957 xxxx 209 i Potent Cap.: 788 xxxx xxxxx 1024 xxxx xxxxx 223 xxxx 959 259 xxxx 1086 Adj Cap: 1.00 xxxx xxxxx 1.00 xxxx xxxxx 0.87 xxxx 1.00 0.79 xxxx 1.00 Move Cap.: 788 xxxx xxxxx ------------ I--------------- Level Of Service Module: 1024 xxxx --------------- xxxxx 193 xxxx --------------- 959 204 ---------- xxxx 1086 - - - - -I Stopped Del: 5.2 xxxx xxxxx 3.6 xxxx xxxxx 378.3 xxxx 4.2 18.2 xxxx 3.4 LOS by Move: B * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx.xxxx xxxxx xxxx 254 xxxxx xxxx 532 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 266 xxxxx xxxxx 6.9 xxxxx Shared LOS: * * * * * * * F * * B ApproachDel: 1.0 0.1 266.3 6.9 COMPARE Mon Dec 2108:59:23 1998 Page 3 -12 Ltr,el Ut bervjCe UmmluWU0n Kepor, 1994 HCM Unsignalized (Future Volume Altemative) CumlPM Intersection #3: Monterey /Farrnn Frontage Signal= Unconlml /Rights = Include Initial Vol: 205 473 22 Lanes: 0 1 1 0 1 Lanes: Initial Vol: 0 19 0 11 0 0 p :a Lanes: 1 0 1 1 0 Initial Vol: 109 468 2 Signal= UncontroVMghts =Include Approach: North Bound South Bound East Bound West Bound Movement; L - T - R L - T - R L - T - R L - T - R ----_------- I --------------- --------------- --------------- ---------- - - - - -I Volume Module: Base Vol: 9 362 1 7 390 11 25 0 11 2 0 11 Growth Adj: 1.00.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 Initial Bee: 9 362 1 7 390 11 25 0 11 2 0 11 Added Vol: 83 0 0 0 0 193 193 0 83 0 0 0 App +Pending: 17 106 1 15 83 1 2 0 0 4 0 8 Initial Fut: 109 468 2 22 473 205 220 0 94 6 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 468 2 22 473 205 220 0 94 6 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 .Final Vol.: 109 468 2 22 473 205 220 0 94 6 0 19 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck /Comb: xxxx xxxx xxloc xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 120 468 2 24 473 205 242 0 103 7 0 21 Critical Gap Module: MoveUp Time: 2.1 xxxx xxxxx 2.1 xxxx xxxxx 3.4 xxxx 2.6 3.4 xxxx 2.6 Critical Gp: 5.5 xxxx xxxxx 5.5 xxxx xxxxx 7.0 xxxx '5.5 7.0 xxxx 5.5 ------------ I --------------- --------------- --------------- ---------- - - - - -I Capacity Module: Cnflict Vol: 678 xxxx xxxxx 470 xxxx xxxxx 1175 xxxx 339 1073 xxxx 235 Potent Cap.: 741 xxxx xxxxx 959 xxxx xxxxx 188 xxxx 932 218 xxxx 1053 Adj Cap: 1.00 xxxx xxxxx 1.00 xxxx xxxxx 0.84 xxxx 1.00 0.76 xxxx 1.00 Move Cap.: 741 xxxx xxxxx 959 xxxx xxxxx 158 xxxx 932 167 xxxx 1053 ------------ I --------------- --------------- --------------- ---------- - - - - -I Level Of Service Module: Stopped Del: 5.7 xxxx xxxxx 3.8 xxxx xxxxx 798.3 xxxx 4.3 22.4 xxxx 3.5 LOS by Move: B * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 211 xxxxx xxxx 463 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 561 xxxxx xxxxx 8:0 xxxxx Shared LOS: * * * * * * * F * * B ApproachDel: 1.2 0.1 560.6 8.0 Signal =Stop Initial Vol: Lanes: 220 0 Rights = Include J, 0 Rights = Include 0 11 100 0 Loss Time (see): 96 0 Lanes: Initial Vol: 0 19 0 11 0 0 p :a Lanes: 1 0 1 1 0 Initial Vol: 109 468 2 Signal= UncontroVMghts =Include Approach: North Bound South Bound East Bound West Bound Movement; L - T - R L - T - R L - T - R L - T - R ----_------- I --------------- --------------- --------------- ---------- - - - - -I Volume Module: Base Vol: 9 362 1 7 390 11 25 0 11 2 0 11 Growth Adj: 1.00.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 Initial Bee: 9 362 1 7 390 11 25 0 11 2 0 11 Added Vol: 83 0 0 0 0 193 193 0 83 0 0 0 App +Pending: 17 106 1 15 83 1 2 0 0 4 0 8 Initial Fut: 109 468 2 22 473 205 220 0 94 6 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 468 2 22 473 205 220 0 94 6 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 .Final Vol.: 109 468 2 22 473 205 220 0 94 6 0 19 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck /Comb: xxxx xxxx xxloc xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 120 468 2 24 473 205 242 0 103 7 0 21 Critical Gap Module: MoveUp Time: 2.1 xxxx xxxxx 2.1 xxxx xxxxx 3.4 xxxx 2.6 3.4 xxxx 2.6 Critical Gp: 5.5 xxxx xxxxx 5.5 xxxx xxxxx 7.0 xxxx '5.5 7.0 xxxx 5.5 ------------ I --------------- --------------- --------------- ---------- - - - - -I Capacity Module: Cnflict Vol: 678 xxxx xxxxx 470 xxxx xxxxx 1175 xxxx 339 1073 xxxx 235 Potent Cap.: 741 xxxx xxxxx 959 xxxx xxxxx 188 xxxx 932 218 xxxx 1053 Adj Cap: 1.00 xxxx xxxxx 1.00 xxxx xxxxx 0.84 xxxx 1.00 0.76 xxxx 1.00 Move Cap.: 741 xxxx xxxxx 959 xxxx xxxxx 158 xxxx 932 167 xxxx 1053 ------------ I --------------- --------------- --------------- ---------- - - - - -I Level Of Service Module: Stopped Del: 5.7 xxxx xxxxx 3.8 xxxx xxxxx 798.3 xxxx 4.3 22.4 xxxx 3.5 LOS by Move: B * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 211 xxxxx xxxx 463 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 561 xxxxx xxxxx 8:0 xxxxx Shared LOS: * * * * * * * F * * B ApproachDel: 1.2 0.1 560.6 8.0 Signal top Vol Cnl Date: Na Rights = Include Cycle Time (sec): 100 Loss Time (see): 0 Cdtical VIC: 0400 Avg Cdl Del (sedveh): 116.9 Avg Delay(seWeh): 116.9 LOS: F(yI Lanes: Initial Vol: 0 19 0 11 0 0 p :a Lanes: 1 0 1 1 0 Initial Vol: 109 468 2 Signal= UncontroVMghts =Include Approach: North Bound South Bound East Bound West Bound Movement; L - T - R L - T - R L - T - R L - T - R ----_------- I --------------- --------------- --------------- ---------- - - - - -I Volume Module: Base Vol: 9 362 1 7 390 11 25 0 11 2 0 11 Growth Adj: 1.00.1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 Initial Bee: 9 362 1 7 390 11 25 0 11 2 0 11 Added Vol: 83 0 0 0 0 193 193 0 83 0 0 0 App +Pending: 17 106 1 15 83 1 2 0 0 4 0 8 Initial Fut: 109 468 2 22 473 205 220 0 94 6 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 468 2 22 473 205 220 0 94 6 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 .Final Vol.: 109 468 2 22 473 205 220 0 94 6 0 19 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck /Comb: xxxx xxxx xxloc xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 120 468 2 24 473 205 242 0 103 7 0 21 Critical Gap Module: MoveUp Time: 2.1 xxxx xxxxx 2.1 xxxx xxxxx 3.4 xxxx 2.6 3.4 xxxx 2.6 Critical Gp: 5.5 xxxx xxxxx 5.5 xxxx xxxxx 7.0 xxxx '5.5 7.0 xxxx 5.5 ------------ I --------------- --------------- --------------- ---------- - - - - -I Capacity Module: Cnflict Vol: 678 xxxx xxxxx 470 xxxx xxxxx 1175 xxxx 339 1073 xxxx 235 Potent Cap.: 741 xxxx xxxxx 959 xxxx xxxxx 188 xxxx 932 218 xxxx 1053 Adj Cap: 1.00 xxxx xxxxx 1.00 xxxx xxxxx 0.84 xxxx 1.00 0.76 xxxx 1.00 Move Cap.: 741 xxxx xxxxx 959 xxxx xxxxx 158 xxxx 932 167 xxxx 1053 ------------ I --------------- --------------- --------------- ---------- - - - - -I Level Of Service Module: Stopped Del: 5.7 xxxx xxxxx 3.8 xxxx xxxxx 798.3 xxxx 4.3 22.4 xxxx 3.5 LOS by Move: B * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 211 xxxxx xxxx 463 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 561 xxxxx xxxxx 8:0 xxxxx Shared LOS: * * * * * * * F * * B ApproachDel: 1.2 0.1 560.6 8.0 COMPARE Man Dec 2109:00:56 1998 Page 3-9 -*� -ot t t► r► Lanes: 1 0 1 1 0 Initial Vol: 4 293 3 1. Slgnal= UnccntncIHghIs= lncIude -I Approach: North Bound South Bound East Bound west Bound movement: L - T - R L - T - R L - T - R L - T - R --------------- II--------------- --------------- --------------- Volume Module: >> Count Date: 24 Oct 1998 << Sat Peak Base Vol: 4 293 3 14 263 6 4 0 3 3 0 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 293 3 14 263 6 4 0 3 3 0 3 ` Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 4 293 3 14 263 6 4 0 3 3 0 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 293 3 14 263 6 4 0 3 3 0 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 4 293 3 14 263 6 4 0 3 3 0 3 Adjusted Volume Module: Grade: 0% 06 0% 0% i� % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I I % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx •' PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 4 293 3 15 263 6 4 0 3 3 0 3 Critical Gap Module: MoveUp Time: 2.1 xxxx xxxxx 2.1 xxxx xxxxx 3.4 xxxx 2.6 3.4 xxxx 2.6 Critical Gp: 5.5 xxxx xxxxx 5.5 xxxx xxxxx 7.0 xxxx 5.5 7.0 xxxx 5.5 ____________ _______________ _______________ --------------- --------------- Capacity Module: Cnflict Vol: 269 xxxx xxxxx 296 xxxx xxxxx 577 xxxx 135 576 xxxx 148 Potent Cap.: 1229 xxxx xxxxx 1189 xxxx xxxxx 453 xxxx 1184 454 xxxx 1165 Adj Cap: 1.00 xxxx xxxxx 1.00 xxxx xxxxx 0.98 xxxx 1.00 0.98 xxxx 1.00 Move Cap.: 1229 xxxx xxxxx 1189 xxxx xxxxx 446 xxxx 1184 447 xxxx 1165 " ___________________________ _______________ __ _____________ --------------- Level Of Service Module: Stopped Del: 2.9 xxxx xxxxx 3.1 xxxx xxxxx 8.1 xxxx 3.0 8.1 xxxx 3.1 LOS by Move: A * * A * * x x x ` Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 608 xxxxx xxxx 646 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 6.0 xxxxx xxxxx 516 xxxxx Shared LOS: * * * * * * * B * * B ApproachDel: 0.0 0.2 6.0 5.6 eve ompu ion epc 1994 HCM Unstgnaleed allzed (Future Volume AllemaUve) .. ExistSal Intersection #3: Monterey /Farmn Frontage Signal= Uncon"VRlghts= lntlude Initial Vol: 6 263 14 Lanes: 0 1 1 0 1 Initial Val: Lanes: Signal =Stop Rights = lntlude Signal =Slop Vol Cnl Date: 102458 Rights = lntlude Lanes: Initial Vol: J Cycle Time (see): 100 0 3 � 4 0 Loss Tme (sec): 0 I 0 0 11 J* -, g Cduml VIC: 0.000 tl 0 I 0 Avg Cdt Del ( sedveh): 0.2 0 3 0 Avg Delay (sedveh): 02 0 3 LOS: B -*� -ot t t► r► Lanes: 1 0 1 1 0 Initial Vol: 4 293 3 1. Slgnal= UnccntncIHghIs= lncIude -I Approach: North Bound South Bound East Bound west Bound movement: L - T - R L - T - R L - T - R L - T - R --------------- II--------------- --------------- --------------- Volume Module: >> Count Date: 24 Oct 1998 << Sat Peak Base Vol: 4 293 3 14 263 6 4 0 3 3 0 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 293 3 14 263 6 4 0 3 3 0 3 ` Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 PasserByVOl: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 4 293 3 14 263 6 4 0 3 3 0 3 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 4 293 3 14 263 6 4 0 3 3 0 3 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 4 293 3 14 263 6 4 0 3 3 0 3 Adjusted Volume Module: Grade: 0% 06 0% 0% i� % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx I I % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx •' PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 4 293 3 15 263 6 4 0 3 3 0 3 Critical Gap Module: MoveUp Time: 2.1 xxxx xxxxx 2.1 xxxx xxxxx 3.4 xxxx 2.6 3.4 xxxx 2.6 Critical Gp: 5.5 xxxx xxxxx 5.5 xxxx xxxxx 7.0 xxxx 5.5 7.0 xxxx 5.5 ____________ _______________ _______________ --------------- --------------- Capacity Module: Cnflict Vol: 269 xxxx xxxxx 296 xxxx xxxxx 577 xxxx 135 576 xxxx 148 Potent Cap.: 1229 xxxx xxxxx 1189 xxxx xxxxx 453 xxxx 1184 454 xxxx 1165 Adj Cap: 1.00 xxxx xxxxx 1.00 xxxx xxxxx 0.98 xxxx 1.00 0.98 xxxx 1.00 Move Cap.: 1229 xxxx xxxxx 1189 xxxx xxxxx 446 xxxx 1184 447 xxxx 1165 " ___________________________ _______________ __ _____________ --------------- Level Of Service Module: Stopped Del: 2.9 xxxx xxxxx 3.1 xxxx xxxxx 8.1 xxxx 3.0 8.1 xxxx 3.1 LOS by Move: A * * A * * x x x ` Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 608 xxxxx xxxx 646 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 6.0 xxxxx xxxxx 516 xxxxx Shared LOS: * * * * * * * B * * B ApproachDel: 0.0 0.2 6.0 5.6 COMPARE Mon Dee 21 09:00:561998 Page 3 -10 eve uwice GOMPUt2tiOn Report 1994 HCM Unsignalized (Future Volume AltemaWe) BackSat Intersection #3: Monterey /Farmn Frontage Signal= Uncontml /Rights = Include Initial Vol: 9 300 26 Lanes: 0 1 1 0 1 -4141�►4 Lanes: Initial Vol: 0 13 0 11 0 0 0 0 ' Approach: Signal =Slap South Bound East Bound Signal =Slop Initial Vol: Lanes: Rights= lndude Vol Call Date: Na flights = Include fi 0 - R Cycle Time (Sao): 100 ` B T Lass Time (sec): 0 --------------- 0 11 Cdtimi V /C: 0.000 0 �' Avg Cm Del (seciveh): 0.5 3 0 Base Vol: Avg Delay (sedveh): 0.5 3 14 263 LOS: B 0 3 3 0 /yam Growth Adj: 1.00 Lanes: 1 0 1 1 0 1.00 1.00 Initial Vol: 9 341 4 1.00 1.00 1.00 Signal=UncontmVRights= Include 4 Lanes: Initial Vol: 0 13 0 11 0 0 0 0 ' Approach: North Bound South Bound East Bound West Bound Movement: ------------ L - T - R L - T - R L - T - R L - T - R I Volume Module: --------------- --------------- --------------- ---------- - - - - -I Base Vol: 4 293 3 14 263 6 4 0 3 3 0 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial SEE: 4 293 3 14 263 6 4 0 3 3 0 3 Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 ApprovedDev: 4 48 1 12 37 2 2 0 0 5 0 10 Initial Fut: 8 341 4 26 300 8 6 0 3 8 0 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF•Volume: 8 341 4 26 300 8 6 0 3 8 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 8 341 4 26 300 8 6 0 3 8 0 13 Adjusted Volume Module: Grade: 096 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx & Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 9 341 4 29 300 8 7 0 3 9 0 14 Critical Gap Module: MoveUp Time: 2.1 xxxx xxxxx 2.1 xxxx xxxxx 3.4 xxxx 2.6 3.4 xxxx 2.6 Critical Gp: -----_------ 5.5 xxxx xxxxx 5.5 xxxx xxxxx 7.0 xxxx 5.5 7.0 xxxx 5.5 I --------------- Capacity Module: --------------- --------------- ---------- - - - - -I Cnflict Vol: 308 xxxx xxxxx 345 xxxx xxxxx 679 xxxx 154 677 xxxx 173 Potent Cap.: 1171 xxxx xxxxx 1119 xxxx xxxxx 390 xxxx 1157 391 xxxx 1132 Adj Cap: 1.00 xxxx xxxxx 1.00 xxxx xxxxx 0.96 xxxx 1.00 0.97 xxxx 1.00 Move Cap.: ------------ 1171 xxxx xxxxx 1119 xxxx xxxxx 375 xxxx 1157 380 xxxx 1132 I Level Of Service --------------- Module: --------------- --------------- ---------- - - - - -I Stopped Del: 3.1 xxxx xxxxx 3.3 xxxx xxxxx 9.8 xxxx 3.1 9.7 xxxx 3.2 LOS by Move: A * * A * * * * * + + + Movement: IT - LTR - RT LT - LTR - RT LT - LTR - RT IT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 484 xxxxx xxxx 645 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 7.5 xxxxx xxxxx 5.7 xxxxx Shared LOS: * * * * * * * B * * B ApproachDel: 0.1 0.3 7.5 5.7 1 I a6eluad uwedpiwaluoW :E# u0110as/alul 966E t L-E abed 966195:00:60 a 0aO uoW awd"00 11 0'9 apnpupsl46.1d/101ju00up= leu61S 8'6 4 M OE Z'0 E'0 :sauel :TaQgoeoaddy g . + El . . . . r . , : SO'I PazagS xxxxx 0.9 xxxxx xxxxx. 8'6 xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx: TaOdaS P =g5 xxxxx 9T9 XXXX XXXXX tE5 XXxx xxxxx xxxx xxxx xxxxx xxxx xxxx de:) paam4s ,Tx - HJrl - S'I I'd - x5'I - II Id - x5rl - M Ild - 2iSI 71I :jnawaAOW H r + v : aAOK Aq SO'I Z "£ XXXX 5'OT E "E Soocx 91ZT XXXXX xxxx E'E 3noocx xxxx b'E :TaO paddogS :aTnpoW GOTAaaS 30 TanaZ --------------- ZETT X bSE --------------- ZZTT XXXX EbE --------------- XXXXX X 611T ------- XXXXX --- ----- x 6601 I -- -- -- - - - - -- :-de0 anoW OO'T XXXX E6'O 00'1 xxxx S6'O XxlacX Xxxx 00'T XXXXX xxxx OUT :de0 Cpy ZETT X BL£ ZZTT XXXX £9£ XXXXX xxxx 6TTT xxxXX XXXX 660T :*de0 '4ualod ELT x 669 081 Xx LZL XXXXX XXXX STYE XXXXX x 09E :ToA 7071JUD :aTnpoW AgToede0 --------------- S'S x 0'L --------------- S'S X 0'L -------------- xxxxx x - S'S --------------- xxxxx xxxx S•5 ------- --- -- :do Ieozgiz0 9'Z x VIE 9'Z xxxx b-E xxxxx X T'Z xxxxx xxxx T "Z :awTS dfleAOW :aTnpoW deo TEOTgTS3 61 0 6 8Z 0 b9 09 DOE 6Z b T5E EE :'ToA CPK xscsnc xxxx xxxx xxxx xxxx xxxx xxxx xxxx :Hod qw0 /Noz.L xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx :aod SQO /ToLO OT'T OT'T OT'T OT'T OT'T OT'T 00'T 00'1 OT'T OO'T 00'T OT'T :Cpv HOB acxxx xxxx xxxx xxxx xxxx xxxx xxXx xxxx :gwoZ)/XDn3J. % xxxx XXXX xxxx xxxx xxxx xxxx xxax xxxx :szEO /aToIO % %0 %0 %0 %0 : ape.xo :aTnpoW awnToA paasn Cpy ET 0 B SZ 0 as 09 DOE 9Z 4 IVE OE :,10A T=,j 0 0 0 0 0 0 0 0 0 0 0 0 :ToA gonpag ET 0 8 SZ 0 as 09 00£ 9Z 9 T6E OE :awnToA 3Hd 00'T OO'T 00'T OO'T 00'T 00'T OO'T 00 "T 0001 00'1 00'T 00'T :CPK aHd 0001 00'T 0001 00'T 00'T 00'T 00'1 00'T 00'T 00'T 00'T 00'T :CPK aasl.I ET 0 8 SZ 0 as 09 DOE 9Z b TtE OE :7neI TET;TUI OT 0 s 0 0 Z Z LE ZL T Bb 9 :A9Gpano:iddy 0 0 0 ZZ 0 ZS ZS 0 0 0 0 ZZ :ToA PaPPV £ 0 E E 0 b 9 E9Z vT E EGZ b :asg TEFgTuI. 00'T 00'T 00'T 00'T 00'T OO'T 00'1 00'T 00'1 00'T 00'T 00'1 :CPV q:1m0a0 E 0 € E 0 b 9 E9Z oT E EGZ D. :ToA aseg :aTnpoW awnToA ---------------11---------------11---------------11---------------I------------ -d - Z - 'I x - S - 'I u - S - 'I H - S - 'I : guawaAOW punog gsam punog gs>?H punog g7noS punog ggaoN :goeoaddy a6eluad uwedpiwaluoW :E# u0110as/alul 966E t L-E abed 966195:00:60 a 0aO uoW awd"00 11 apnpupsl46.1d/101ju00up= leu61S 4 M OE :10A RPM 0 L L L :sauel IyA0 41 4 7 1* 9 0 J, a :Sol 43 :(4aApes)6elao 6ny 0 SZ 0 J�, 9'L :(4anpas)IGo JUD 6ntl 0 0 IL * 000'0 :O /A leO!L40 � LL 0 p :(0as) awLL ss0l EL 0 OOt :(0as) aw!1 ap60 0 95 ♦ :10A IeINI :saue'I apnjoul =s146R1 Eo1S =Ieu6!S ex :aleO 1U3 10A apnpu1= s746!y sauel aoA le!1!ul dolS= leu6!S L 0 l L 0 sauel 9Z 00C 09 40A Ie!IM apnpu1= 5146!84w1u00u0= 1eu61S a6eluad uwedpiwaluoW :E# u0110as/alul 966E t L-E abed 966195:00:60 a 0aO uoW awd"00 11 COMPARE Mon Dec 21 09:00:56 1998 Page 3 -12 Level Ut Service Computation Report 1994 HCM Unsignalized (Future Volume Alternative) ' Ph3Sat Intersection #3: Monterey /Farmn Frontage Signal= UncontroliRights=lnclude Initial Vol: 100 300 26 ` Lanes: 0 1 1 0 1 1 �► �► Signal =Stop Signal =Stop ' Initial Vol: Lanes: Rights= lnGUde Vol Cnl Dale: Na Rights= lnclutle Lanes: Initial Vol: Cycle Time (sec): 100 98 0 0 13 Loss Time (sec): 0 0 0 0 11 Critical V /C: 0.000 11 0 •- 0 Avg Cril Del (sedveh): 2.3 0 43 0 Avg Delay(seWeh): 2.3 0 8 LOS: C Lanes: 1 0 1 1 0 Initial Vol: 48 341 4 ' - S1gnal= UnconmVRights= Include 1 Approach: North Bound South Bound East Bound West Bound •� Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- Volume Module: II --------------- --------------- ---------- - - - - -I i Base Vol: 4 293 3 14 263 6 4 0 3 3 0 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 , Initial BEE: 4 293 3 14 263 6 4 0 3 3 0 3 Added Vol: 40 0 0 0 0 92 92 0 40 0 0 0 ApprovedDev: 4 48 1 12 37 2 2 0 0 5 0 SO Initial Fut: 48 341 4 26 300 100 98 0 43 8 0 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 48 341 4 26 300 100 98 0 43 8 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 48 341 4 26 300 100 98 0 43 8 0 13 Adjusted Volume Module: - Grade: 0s 0% 0% 0% g Cycle /Cars: =C)C xxxx xxxx xxxx xxxx xxxx- xxxx xxxx Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx =uc xxxx ,l PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 53 341 4 29 300 100 108 0 47 9 0 14 - Critical Gap Module: MoveUp Time: 2.1 xxxx xxxxx 2.1 xxxx xxxxx 3.4 xxxx 2.6 3.4 xxxx 2.6 Critical Gp: 5.5 =ctc xxxxx 5.5 xxxx xxxxx 7.0 xxxx 5.5 7.0 xxxx 5.5 ------------ I --------------- Capacity Module: --------------- --------------- ---------- - - - - -I Cnflict Vol: 400 xxxx xxxxx 345 xxxx xxxxx 765 xxxx 200 717 xxxx 173 Potent Cap.: 1046 xxxx xxxxx 1119 xxxx xxxxx 343 xxxx 1096 368 xxxx 1132 ,I Adj Cap: 1..00 xxxx xxxxx 1.00 xxxx xxxxx 0.93 xxxx 1.00 0.90 xxxx 1.00 Move Cap.: 1046 xxxx xxxxx 1119 xxxx xxxxx 320 xxxx 1096 332 xxxx 1132 ------------ I --------------- Level Of Service Module: --------------- --------------- --------------- Stopped Del: 3.6 xxxx xxxxx 3.3 xxxx xxxxx 16.2 xxxx 3.4 11.1 xxxx 3.2 LOS by Move: A * * A Movement: LT -LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 408 xxxxx xxxx 591 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 12.3 xxxxx xxxxx 6.2 xxxxx Shared LOS: * * * * * * * C * * B ApproachDel: 0.5 0.2 12.3 6.2 , COMPARE Mon Dec 2109:04:27 1998 Page 3 -9 Levei ui, bewice mpulal,On Kepon n 1994 HCM Unsignalized (Future Volume Alternative) Ph4Sat Intersection #3: Monterey /Farmn Frontage Signal= UnconVoIJRights= Include ` Initial Vol: 177 300 26 Lanes: 0 1 11 Iyh0.0 1 Signal =Stop Signal =Stop - Initial Vol: Lanes: Rights= Include Val Cnt Date: n/a Rlghts= Include Lanes: Initial Vol: Cycle Time (sec): 100 175 0 0 13 ( Loss Time (sec): 0 • - 0 11 Critical V /C: 0.000 11 0 - 0 Avg Cht Del (sedveh): 6.1 0 76 0 Avg Delay(seclveh): 6.1 0 8 LOS: D { Lanes: 1 0 1 1 0 ' Initial Vol: 81 341 4 Signal= Uncontro6Rights= Include Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------ - - - - -- --------------- II --------------- --------------- --------------- I Volume Module: _ Base Vol: 4 293 3 14 263 6 4 0 3 3 0 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Beat 4 293 3 14 263 6 4 0 3 3 0 3 ' Added Vol: 73 0 0 0 0 169 169 0 73 0 0 0 ApprovedDev: 4 48 1 12 37 2 2 0 0 5 0 10 Initial Fut: 81 341 4 26 300 177- 175 0 76 8 0 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 81 341 4 26 300 177 175 0 76 8 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 81 341 4 26 300 177 175 0 76 8 0 13 y Adjusted Volume Module: Grade: OS 0% 0% 0% - % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx. xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Curb PCE: xxxx xxxx xxxx xxx-`c xxxx xxxx xxxx xxxx Adj Vol.: 89 341 4 29 300 177 193 0 84 9 0 14 Critical Gap Module: MoveUp Time: 2.1 xxxx xxxxx 2.1 xxxx xxxxx 3.4 xxxx 2.6 3.4 xxxx 2.6 Critical Gp: 5.5 xxxx xxxxx ' 5.5 xxxx xxxxx 7._0 xxxx --------------- 5.5 7.0 xxxx --------------- 5.5 I ------------ I --------------- Capacity Module: --------------- ' Cnflict Vol: 477 xxxx xxxxx 345 xxxx xxxxx 837 xxxx 239 750 xxxx 173 Potent Cap.: 951 xxxx xxxx 1119 xxxx xxxxx 309 xxxx 1048 351 xxxx 1132 Adj Cap: 1.00 xxxx xxxxx 1.00 xxxx xxxxx 0.90 xxxx 1.00 0.84 xxxx 1.00 Move Cap.: 951 xxxx xxxxx 1119 xxxx xxxxx 278 xxxx 1048 294 xxxx --------------- 1132 I ------------ I --------------- Level Of Service Module: --------------- --------------- Stopped Del: 4.1 xxxx xxxxx 3.3 xxxx xxxxx 34.3 xxxx 3.7 -12.6 xxxx 3.2 LOS by Move: A * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 357 xxxxx xxxx 543 xxxxx Shrd Stpl)el:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 25.1 xxxxx xxxxx 6:8 xxxxx Shared LOS: * * * * * * * D * * B ApproachDel: 0.8 0.2 25.1 6.8 COMPARE Mon Dec 21 09:04271998 Page 3 -10 Level ervice Gompulabon Kepon 1994 HCM Unsignalixed (Future Volume Alternative) Ph5Sat Intersection #3: Monterey /Farmn Frontage Approach: Signal= UncontmVRlghts= lntlude South Bound Initial Vol: 254 300 26 Movement: Lanes: 0 11 nIy I11 0 1 R Signal =Stop T Signal =Slop Initial Vol: Lanes: Rights =Include Vol Cnl Date: Na Rights = lntlude Lanes: Initial Vol: 252 0 Cycle Time (sec): 100 0 13 ------------ I Volume Module: --------------- ■ 0 Loss Time (sec): 0 0 0 11 -. Critical V /C: 0.000 ._ 11 0 0 Avg Cdl Del (sedveh): 45.6 0 109 0 Avg Delay(sectveh): 45.6 0 8 293 LOS: F 14 263 6 4 Lanes: 1 0 1 1 0 3 Initial Vol: 114 341 4 Growth Adj: 1.00 Signal =Uncc ntro11Rights= lndude 1.00 Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R II L - ---------- T - R - - - - - I ------------ I Volume Module: --------------- II --------------- II --------------- Base Vol: 4 293 3 14 263 6 4 0 3 3 0 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial BEE: 4 293 3 14 263 6 4 0 3 3 0 3 Added Vol: 106 0 0 0 0 246 246 0 106 0 0 0 ApprovedDev: 4 48 1 12 37 2 2 0 0 5 0 10 Initial Fut: 114 341 4 26 300 254 252 0 109 8 0 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 114 341 4 26 300 254 252 0 109 8 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 114 341 4 26 300 254 252 0 109 8 0 13 Adjusted Volume Module: Grade: 096 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx gcgcgac xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 125 341 4 29 300 254 277 0 120 9 0 14 Critical Gap Module: MoveUp Time: 2.1 xxxx xxxxx 2.1 xxxx xxxxx 3.4 xxxx 2.6 3.4 xxxx 2.6 Critical Gp: 5.5 xxgcx xxxxx 5.5 xxxx xxxxx 7.0 xxxx 5.5 7.0 xxxx 5.5 - - - -I ------------ I --------------- Capacity Module: --------------- --------------- ---------- - Cnflict Vol: 554 xxxx xxxxx 345 xxxx xxxxx 908 xxxx 277 783 xxxx 173 Potent Cap.: 864 xxxx xxxxx 1119 xxxx xxxxx 278 xxxx 1002 334 xxxx 1132 Adj Cap: 1.00 xxxx xxxxx 1.00 xxxx xxxxx 0.86 xxxx 1.00 0.77 xxxx 1.00 Move Cap.: ------------ I 864 --------------- xxxx xxxxx 1119 --------------- xxxx xxxxx 239 --------------- xxgcx 1002 257 ---------- xxxx 1132 - - - - -I Level Of Service Module: Stopped Del: 4.8 xgorx xxxxx 3.3 xxxx xxxxx 237.6 xxxx 4.0 14.5 xxx 3.2 LOS by Move: A * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 311 xxxxx xxxx 492 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 167 xxxxx xxxxx 7.5 xxxxx Shared LOS: * * * * * * * F * * B ApproachDel: 1.3 0.2 167.1 7.5 r 1, , COMPARE Mon Dec 21 09:04:27 1998 Page 3 -11 LeVel Ut 6eNlCe GOmpatation Repcn 1994 HCM Unsignalized (Future Volume Alternative) Ph6Sal Intersection #3: Monterey /Farmn Frontage Signal= UacoruollRighta= lndude • Initial Vol: 288 300 26 Lanes: 0 1 1 0 1 Signal =Stop Signal =Stop Initial Vol: Lanes: Rights = Include Vol Grit Date: No Rights = Include Lanes: Initial Vol: � Cycle Time (sec): 100 ' 286 0 0 13 • Loss Time (sec): 0 0 0 ' 0 1I Critical V /C: - 0.000 11 0 0 Avg Grit Del (sedveh): 117.1 0 123 0 Avg Delay (sedveh): 117.1 0 8 .-- LOS: F Act 1 t Lanes: 1 0 1 1 0 ' Initial Vol: 128 341 4 ' I Signal= UncontrcVRights= Include ' Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - ---------- T - R - - - - -I ------------ --------------- Volume Module: II --------------- --------------- - Base Vol: 4 293 3 14 263 6 4 0 3 3 0 3 Growth Adj: 1.00 .1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 4 293 3 14 263 6 4 0 3 3 0 3 Added Vol: 120 0 0 0 0 280 280 0 120 0 0 0 ApprovedDev: 4 48 1 12 37 2 2 0 0 5 0 10 ,- Initial Fut: 128 341 4 26 300 288 286 0 123 8 0 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 128 341 4 26 300 288 286 0 123 8 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 128 341 4 26 300 288 286 0 123 8 0 13 -- Adjusted Volume Module: ,. Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxxx xxxx xvYY xxxx xxxx.. xxxx xxxx . % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx ' PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 141 341 4 29 300 288 315 0 135 9 0 14 _ Critical Gap Module: MoveUp Time: 2.1 xxxx xxxxx 2:1 xxxx xxxxx 3.4 xxxx 2.6 3.4 xxxx 2.6 Critical Gp: 5.5 xxxx xxxxx 5.5 xxxx xxxxx 7.0 xxxx 5.5 7.0 xxxx 5.5 ------------ I --------------- Capacity Module: --------------- --------------- ---------- - - - - -I Cnflict Vol: 588 xxxx xxxxx 345 xxxx xxxxx 939 xxxx 294 797 xxxx 173 Potent Cap.: 829 xxxx xxxxx 1119 xxxx xxxxx 266 xxxx 983 328 xxxx 1132 - Adj Cap: 1.00 xxxx xxxxx 1.00 xxxx xxxxx 0.84 xxxx 1.00 0.74 xxxx 1.00 Move Cap.: 829 xxxx xxxxx 1119 xxxx xxxxx 224 xxxx 983 241 xxxx 1132 ------------ I --------------- Level Of Service Module: --------------- --------------- ---------- - - - - -I Stopped Del: 5.1 xxxx xxxxx 3.3 xxxx xxxxx 581.6 xxxx 4.2 -15.5 xxxx 3.2 LOS by Move: B * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 292 xxxxx xxxx 470 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 408 xxxxx xxxxx 7.9 xxxxx Shared LOS: * * * * * * * F * * B � ApproachDel: 1.5 0.2 407.9 7.9 COMPARE Mon Dec 21 09:04:27 1998 Page 3.12 ' Level Ul bervice Gompumnon hapon 1994 HCM Unsignalized (Future Volume Altemative) CumSat Intersection #3: Monterey /Farmn Frontage Signal= UncontmVRlgh6= 1nUUde Initial Vot: 288 376 26 Lanes: 0 1 0 1 41 11 1 Signal =Stop Signal =Stop Initial Vol: Lanes: Rights = Include Vol Cnt Date: We Rights= lnciude Lanes: Initial Vol: ' Cycle Time (see): WD 266 0 0 13 Loss Time (sec): D 0 0 0 11 critical V /C: 0.000 11 0 0 Avg Crit Del(seWeh): 241.4 0 123 0 Avg Delay (senlveh): 241.4 0 8 LOS: F `_\ Att t t Lanes: 1 0 1 1 0 Initial Vol: 143 419 4 Signal= Uncontrol /Rights= Include Approach: North Bound South Bound East Bound West Bound Movement; L - T - R L - T - R L - T - R L - T - R - ------ - - - - -- --------------- Volume Module: II --------------- --------------- ---------- - - - -I Base Vol: 4 293 3 14 263 6 4 0 3 3 0 3, Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 4 293 3 14 263 6 4 0 3 3 0 3 Added Vol: 120 0 0 0 0 280 280 0 120 0 0 0 , App +Pending: 19 126 1 12 113 2 2 0 0 5 0 10 Initial Fut: 143 419 4 26 376 288 286 0 123 8 0 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 143 419 4 26 376 288 286 0 123 8 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 143 419 4 26 376 288 286 0 123 8 0 13 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle /Cars: xxxx xxv�r xxxx xxxx xxxx xxxx ;. xxx2c xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 157 419 4 29 376 288 315 0 135 9 0 14 Critical Gap Module: MoveUp Time: 2.1 xxxx xxxxx 2.1 xxxx xxxxx 3.4 xxxx 2.6 3.4 xxxx 2.6 Critical Gp: 5.5 xxxx xxxxx 5.5 xxxx xxxxx 7.0 xxxx 5.5 II---------- 7.0 xxxx 5.5 - - - - -I ------------ I --------------- Capacity Module: -------------- - ------------- Cnflict Vol: 664 xxxx xxxxx 423 xxxx xxxxx 1108 xxxx 332 966 xxxx 212 Potent Cap.: 754 xxxx xxxxx 1016 xxxx xxxxx 207 xxxx 940 255 xxxx 1082 Adj Cap: 1.00 xxxx xxxxx 1.00 xxxx xxxxx 0.81 xxxx 1.00 0.70 xxxx 1.00 Move Cap.: 754 xxxx xxxxx 1016 xxxx xxxxx 168 xxxx 940 180 xxxx 1082 -I ------------ I --------------- Level Of Service Module: --------------- --------------- ---------- - - - - , Stopped Del: 5.9 xxxx xxxxx 3.6 xxxx xxxxx 1334 xxxx 4.4 21.0 xxxx 3.4 LOS by Move: B * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx 223 xxxxx xxxx 372 xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx 934 xxxxx xxxxx 10:1 Shared LOS: * * * * * * * F * * C ApproachDel: 1.6 0.2 934.1 10.1 � I U rY I _I MITIGS - Ph4PM Thu Oct 29, 1998 10:39:21 Page 1 -1 Level Of Service Computation Report 1985 HCM Operations Method (Future Volume Alternative) Intersection A3monterey /Farmn Frontage Cycle (sec): 90 Critical Vol. /Cap. (X): 0.350 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 14.4 Optimal Cycle: 39 Level Of Service: B- *fi Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------- - - - - -I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 10 0 10 10 0 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 1! 0 0 ------------ I --------------- --------------- --------------- ---------- - - - - -I Volume Module: Base Vol: 9 362 1 7 390 11 25 0 11 2 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 9 362 1 7 390 11 25 0 11 2 0 11 Added Vol: 50 0 0 0 0 118 118 0 50 0 0 0 ApprovedDev: 3 53 1 15 34 1 2 0 0 4 0 8 Initial Fut: 62 415 2 22 424 130 145 0 61 6 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 62 415 2 22 424 130 145 0 61 6 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 62 415 2 22 424 130 145 0 61 6 0 19 PCE Adj: 1.00 1.00' 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 62 415 2 22 424 130 145 0 61 6 0 19 ------------ I ---------- - - - - - H --------------- II --------------- II ---------- - - - - - I Saturation Flow Module: Sat /Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.97 1.03 1.00 0.97 1.04 1.00 0.97 0.97 0.97 0.97 0.97 0.97 Lanes: 1.00 1.99 0.01 1.00 1.52 0.48 0.70 0.00 0.30 0.24 0.00 0.76 Final Sat.: 1750 3682 18 1750 2831 868 1232 0 518 420 0 1330 ------------ I --------------- --------------- --------------- II ---------- - - - - - I Capacity Analysis Module: Vol /Sat: 0.04 0.11 0.11 0.01 0.15 0.15 0.12 0.00 0.12 0.01 0.00 0.01 Cri.t Moves: * * ** Y #Y# * * #* Green Time: 9.1 40.7 40.7 7.0 38.6 38.6 30.3 0.0 30.3 30.3 0.0 30.3 Volume /Cap: 0.35 0.25 0.25 0.16 0.35 0.35 0.35 0.00 0.35 0.04 0.00 0.04 ------------ I --------------- --------------- --------------- ---------- - - - - -I Level Of Service Module: Delay /Veh: 29.1 11.6 11.6 29.5 13.2 13.2 17.2 0.0 17.2 15.3 0.0 15.3 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ProgAdj FCtr: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 AdjDel /Veh: 29.1 11.6 11.6 29.5 13.2 13.2 17.2 0.0 17.2 15.3 0.0 15.3 DesignQueue: 3 12 0 1 13 4 5 0 2 0 0 1 Tra£fix 7.1.0427 (c) 1998 Dowling Assoc. Licensed to FEHR & PEERS, SAN JOSE MITIG8 - Ph5PM Thu Oct 29, 1998 10:39:42 . Page 1 -1 _________________________________________________ ____________ ____ __ _____ ______ __ _________________________________________________ ___ __ __ ________________________ Level Of Service Computation Report 1985 HCM Operations Method (Future Volume Alternative) Intersection #Monterey /Farmn Frontage ` Cycle (sec): 90 Critical Vol. /Cap. (X): 0.434 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 16.2 Optimal Cycle: 39 Level Of Service: C+ # #'F # # *x #xx #xx *xxxY *x * *xt* xxx # # #x #* xxx*** xYYii++* xxxx # * *t *xxk # +xxY+ +Y * + +xYii +*xY* Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ____________ _______________ _______________ --------------- _______________� Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 10 0 10 10 0 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 1! 0 0 ____________ _______________ --------------- --------------- --------------- Volume Module: Base Vol: 9 362 1 7 390 11 25 0 11 2 0 it Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 9 362 1 7 390 11 25 0 11 2 0 11 Added Vol: 74 0 0 0 0 172 172 0 74 0 0 0 ApprovedDev: 3 53 1 15 34 1 2 0 0 4 0 8 Initial Fut: 86 415 2 22 424 184 199 0 85 6 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 86 415 2 22 424 184 199 0 85 6 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 86 415 2 22 424 184 199 0 85 6 0 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 86 415 2 22 424 184 199 0 85 6 0 19 ___________________________ --------------- --------------- _______________� Saturation Flow Module: Sat /Lane: 1800 1800 1800 1800 1800 1600 1800 1800 1800 1800 1800 1800 Adjustment: 0.97 1.03 1.00 0.97 1.04 1.00 0.97 0.97 0.97 0.97 0.97 0.97 Lanes: 1.00 1.99 0.01 1.00 1.38 0.62 .0.70 0.00 0.30 0.24 0.00 0.76 Final Sat.: 1750 3682 18 1750 2579 1119 1226 0 524 420 0 1330 ______ _ _____ _______________ --------------- --------------- --------------- Capacity Analysis Module: Vol /Sat: 0.05 0.11 0.11 0.01 0.16 0.16 0.16 0.00 0.16 0.01 0.00 0.01 Crit Moves: * * ** Green Time: 10.2 37.3 37.3 7.0 34.1 34.1 33.7 0.0 33.7 33.7 0.0 33.7. Volume /Cap: 0.43 0.27 0.27 0.16 0.43 0.43 0.43 0.00 0.43 0.04 0.00 0.04 ____________ _______________ ---------------- __ _____________ --------------- Level Of Service Module: Delay /Veh: 29.3 13.2 13.2 29.5 15.9 15.9 16.3 0.0 16.3 13.6 0.0 13.6 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ProgAdj Fctr: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del /Veh: 29.3 13.2 13.2 29.5 15.9 15.9 16.3 0.0 16.3 13.6 0.0 13.6 DesignQueue: 4 13 0 1 14 6 6 0 3 0 0 1 xxx# xxxxxxY+ xx++ x* xxxxx#** Y*++ x+ x+ ii** xx#### Y++++ Y *itxxxxtxxxxxxxxxxx * *Y + + +x + *xx Traffix 7.1.0427 (c) 1998 Dowling Assoc. Licensed to FEHR & PEERS, SAN JOSE .t� MITIGS - Ph6PM Thu Oct 29, 1998 10:28:52 . Page 1 -1 -------------------------------------------------------------------------- - - - - -- -------------------------------------------------------------------------------- Level Of Service Computation Report 1985 HCM Operations Method (Future Volume Alternative) l++ xx* xx# 4+*I+ YY* Y+# xx!ll Y++++#**++ Yxx+ r+++++ rx+ Yr +l + + +xxx +*YYYxrYY + #4 *rll + +Y!!! Intersection #13MOnterey /Farmn Frontage Cycle (sec): 90 Critical Vol. /Cap. (X): 0.466 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 16.7 Optimal Cycle: 39 Level Of Service: C+ • ++* x** xxx* 4++!*+ x* x+** 4*!! x+*+ r+ xx** 4!*!++*++ r** xx l4 + + + *xx * * * +lY + + + + + *x *xx #x *x ** Approach: North Bound South Bound East Bound West Bound _ Movement: L - T - R L - T - R L - T - R L - T - R ------------ 1--------------- --------------- --------------- ---------- - - - - -I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 10 0 10 10 0 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 1! 0 0 ------------ I --------------- --------------- --------------- ---------- - - - - -I Volume Module: Base Vol: 9 362 1 7 390 it 25 0 11 2 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 9 362 1 7 390 11 25 0 11 2 0 11 Added Vol: 83 0 0 0 0 193 193 0 83 0 0 0 ApprovedDev: 3 53 1 15 34 1 2 0 0 4 0 8 Initial Fut: 95 415 2 22 424 205 220 0 94 6 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 415 2 22 424 205 220 0 94 6 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 415 2 22 424. 205 220 0 94 6 0 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 95 415 2 22 424 205 220 0 94 6 0 19 --------------------------- --------------- --------------- ---------- - - - --� Saturation Flow Module: Sat /Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.97 1.03 1.00 0.97 1.04 1.00 0.97 0.97 0.97 0.97 0.97 0.97 Lanes: 1.00 1.99 0.01 1.00 1.33 0.67 .0.70 0.00 0.30 0.24 0.00 0.76 Final Sat.: 1750 3682 18 1750 2493 1205 1226 0 524 420 0 1330 ------------ I --------------- --------------- --------------- ---------- - - - - -I Capacity Analysis Module: Vol /Sat: 0.05 0.11 0.11 0.01 0.17 0.17 0.18 0.00 0.16 0.01 0.00 0.01 Crit Moves: * * ** * * ++ * * ** Green Time: 10.5 36.3 36.3 7.0 32.9 32.9 34.7 0.0 34.7 34.7 0.0 34.7 Volume /Cap: 0.47 0.28 0.28 0.16 0.47 0.47 0.47 0.00 0.47 0.04 0.00 0.04 ------------ I --------------- --------------- --------------- ---------- - - - - -I Level Of Service Module: Delay /Veh: 29.5 13.7 13.7 29.5 16.8 16.8 16.1 0.0 16.1 13.1 0.0 13.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ProgAdj FCtr: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00' Adj Del /Veh: 29.5 13.7 13.7 29.5 16.8 16.8 16.1 0.0 16.1 13.1 0.0 13.1 DesignQueue: 4 13 0 1 14 7 7 0 3 0 0 1 #!!++# Y*!*+ 14x* k****** x******** x#** x**!!+! k* x+* kY4 + + +x * * *4 *x +x *rR *x + *x *x * +xx * *+* Traffix 7.1.0427 (c) 1998 Dowling Assoc. Licensed to FEHR & PEERS, SAN JOSE MITIG8 - CumIPM Thu Oct 29, 1998 10:40:56 Page 1 -1 _________________________________________________ __ _________ ___ __ _______ __ ______ ____ ______________ _________________ Level Of Service Computation Report 1985 HCM Operations Method (Future Volume Alternative) Intersection #;13Monterey /Farmn Frontage Yfififi } }fififi *fiY }lilfif }fii4! }f} iii }i } }lliYi!!! # #iYY!}ilff *YY!!kf !!!i!!! # }i # *YYY } } }#i} Cycle (sec): 90 Critical Vol. /Cap. (X): 0.490 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 16.7 Optimal Cycle: 40 Level Of Service: C+ } xx*}* x#* xx } #fi *xxx # # #x #fi *x * # # #x #xx * * *x #fi fifififi + } } * *x *x # }x *xxxfi #lffix # *xx *fi xfixi }xi!! Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ____________ _______________ --------------- --------------- --------------- Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 10 0 10 10 0 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 1! 0 0 ___________________________ --------------- __ _____________ _______________� Volume Module: Base Vol: 9 362 1 7 390 11 25 0 11 2 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 9 362 1 7 390 11 25 0 11 2 0 11 Added Vol: 83 0 0 0 0 193 193 0 83 0 0 0 App +Pending: 17 106 1 15 83 1 2 0 0 4 0 8 Initial Fut: 109 468 2 22 473 205 220 0 94 6 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 468 2 22 473 205 220 0 94 6 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 468 2 22 473 205 220 0 94 6 0 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 109 468 2 22 473 205 220 0 94 6 0 19 ___ __ _______ _______________ --------------- 11--------------- --------------- Saturation Flow Module: Sat /Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.97 1.03 1.00 0.97 1.04 1.00 0.97 0.97 0.97 0.97 0.97 0.97 Lanes: 1.00 1.99 0.01 1.00 1.38 0.62 .0.70 0.00 0.30 0.24 0.00 0.76 Final Sat.: 1750 3684 16 1750 2580 1118 , 1226 0 524 420 0 1330 ___ __ _______ _______________ _______________ --------- _______________� Capacity Analysis Module: Vol /Sat: 0.06 0.13 0.13 0.01 0.18 0.18 0.18 0.00 0.18 0.01 0.00 0.01 Crit Moves: * * ** * * ** * * ** Green Time: 11.4 38.1 38.1 7.0 33.6 33.6 32.9 0.0 32.9 32.9 0.0 32.9 Volume /Cap: 0.49 0.30 0.30 0.16 0.49 0.49 0.49 0.00 0.49 0.04 0.00 0.04 ____________ _______________ _______________ --------------- --------------- Level Of Service Module: Delay /Veh: 29.2 13.1 13.1 29.5 16.7 16.7 17.3 0.0 17.3 14.0 0.0 14.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ProgAdj FCtr: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del /Veh: 29.2 13.1 13.1 29.5 16.7 16.7 17.3 0.0 17.3 14.0 0.0 14.0 DesignQueue: 5 14 0 1 16 7 7 0 3 0 0 1 Traffix 7.1.0427 (c) 1998 Dowling Assoc. Licensed to FEHR & PEERS, SAN JOSE I MITIGB - Ph4Sat Thu Oct 29, 1998 10:40:04 . Page 1 -1 -------------------------------------------------------------------------- - - - - -- -------------------------------------------------------------------------------- Level Of Service Computation Report 1985 HCM Operations Method (Future Volume Alternative) rxxxx++ xxYrrYr** xxtY+ rrr+* x* x+ xxYrtrrrrx* x+ YYYrrrrxxxxYYrrtx *txxrrr +t +xxx + +Yxrrr Intersection #k3MOnterey /Farmn Frontage * * *x * * * * *x4tYr *trxxx * *xx4xrrr tt*x xxxYrkrr t ** * *YYtrr4r * *x +xtirrr *xxYYYrrr Yr * * *rx* Cycle (sec): 90 Critical Vol. /Cap. (X): 0.368 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 18.0 Optimal Cycle: 39 Level Of Service: C xxxxttYxxtYxxx rx** xxxxxtYYYrr* x* tYxYx** r* xx+ xxYY+ +x *xxxxxYrrxxxxtxYxrrr * * *tx * * *x Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------- - - - - -I Control: Protected Protected Permitted Permitted Rights: Include Include include Include Min. Green: 7 10 10 7 10 10 10 0 10 10 0 30 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 1! 0 0 - ------------ I --------------- --------------- --------------- ---------- - - - - -I Volume Module: Base Vol: 4 293 3 14 263 6 4 0 3 3 0 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 293 3 14 263 6 4 0 3 3 0 3 Added Vol: 73 0 0 0 0 169 169 0 73 0 0 0 ApprovedDev: 4 48 1 12 37 2 2 0 0 5 0 10 Initial Fut: 81 341 4 26 300 177 175 0 76 8 0 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 81 341 4 26 300 177 175 0 76 8 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 81 341 4 26 300 177 175 0 76 8 0 13 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 81 341 4 26 300 177 175 0 76 8 0 13 ------------ I --------------- --------------- --------------- ---------- - - - - -I i Saturation Flow Module: Sat /Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.97 1.03 1.00 0.97 1.04 1.00 0.97 0.97 0.97 0.97 0.97 0.97 _ Lanes: 1.00 1.98 0.02 1.00 1.24 0.76 .0.70 0.00 0.30 0.38 0.00 0.62 Final Sat.: 1750 3657 43 1750 2326 1372 '1220 0 530 667 0 1083 ------------ 1--------------- --------------- II --------------- ---------- - - - - -I Capacity Analysis Module: Vol /Sat: 0.05 0.09 0.09 0.01 0.13 0.13 0.14 0.00 0.14 0.01 0.00 0.01 Crit Moves: + + ** x *•+ . *rt Green Time: 11.3 25.2 25.2 17.7 31.6 31.6 35.1 0.0 35.1 35.1 0.0 35.1 Volume /Cap: 0.37 0.33 0.33 0.08 0.37 0.37 0.37 0.00 0.37 0.03 0.00 0.03 ------------ I --------------- ---------- - - - - -H --------------- ---------- - - - - -I Level Of Service Module: _ Delay /Veh: 27.9 19.6 19.6 22.4 16.6 16.6 15.0 0.0 15.0 12.9 0.0 12.9 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ProgAdj FCtr: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 27.9 19.6 19.6 22.4 16.6 16.6 15.0 0.0 15.0 12.9 0.0 12.9 DesignQueue: 4 13 0 1 10 6 6 0 2 0 0 0 xxkY* txxxrx*#* trttr* r* rx* Yxtr#*** r*+ x* xxx** xxttttxtrYxYtx *tttttxtt *ttttttxtttYtx Traf£ix 7.1.0427 (c) 1998 Dowling Assoc. Licensed to FEHR & PEERS, SAN JOSE I MITIG8 - Ph5Sat Thu Oct 29, 1998 10:40:22 . Page 1 -1 ------------------------------------------------- ------------------------- - - - - -- -------------------------------------------------------------------------------- Level Of Service Computation Report 1985 HCM Operations Method (Future Volume Alternative) }r >rrr >x +r > + +r > + # +xx +xxxx > +rt > } # *x + > } ++ »> xx> xt}}+ xr } #t +*xr + +r + ++rr +rrr + > #r #r + +r* Intersection #R 3Monterey /Farmn Frontage Cycle (sec): 90 Critical Vol. /Cap. (X): 0.486 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 19.3 Optimal Cycle: 39 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------- - - - - -I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 10 0 10 10 0 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 1! 0 0 ------------ I --------------- --------------- --------------- ---------- - - - - -I Volume Module: Base Vol: 4 293 3 14 263 6 4 0 3 3 0 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 293 3 14 263 6 4 0 3 3 0 3 Added Vol: 106 0 0 0 0 246 246 0 106 0 0 0 ApprovedDev: 4 48 1 12 37 2 2 0 0 5 0 10 Initial Fut: 114 341 4 26 300 254 252 0 109 8 0 13 , User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 114 341 4 26 300 254 252 0 109 8 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 , Reduced Vol: 114 341 4 26 300 254 252 0 109 8 0 13 PCE Adj: 1.00 1.00.. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 114 341 4 26 300 254 252 0 109 8 0 13 ------------ I --------------- --------------- --------------- ---------- - - - - -I Saturation Flow Module: Sat /Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 i Adjustment: 0.97 1.03 1.00 0.97 1.05 1.00 0.97 0.97 0.97 0.97 0.97 0.97 Lanes: 1.00 1.96 0.02 1.00 1.06 0.94 .0.70 0.00 0.30 0.38 0.00 0.62 Final Sat.: 1750 3657 43 1750 2002 1695 1222 0 528 667 0 1083 ------------ I --------------- --------------- --------------- ---------- - - - - -I Capacity Analysis Module: Vol /Sat: 0.07 0.09 0.09 0.01 0.15 0.15 0.21 0.00 0.21 0.01 0.00 0.01 Crit Moves: * * ** * * ** * * ** Green Time: 12.1 23.4 23.4 16.4 27.7 27.7 38.2 0.0 38.2 38.2 0.0 38.2 , Volume /Cap: 0.49 0.36 0.36 0.08 0.49 0.49 0.49 0.00 0.49 0.03 0.00 0.03 ------------ I --------------- --------------- --------------- ---------- - - - - -I Level Of Service Module: Delay /Veh: 28.7 20.7 20.7 23.2 19.5 19.5 14.7 0.0 14.7 11.5 0.0 11.5 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ProgAdj FCtr: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 28.7 20.7 20.7 23.2 19.5 19.5 14.7 0.0 14.7 11.5 0.0 11.5 DesignQueue: 5 13 0 1 11 9 8 0 3 0 0 0 rxx # +xx>xx> xxxx » xxxrt* rx++ rx+++ rxr> rex+ xxxxxx+## xx >rrtrrr }rrerrx+ #r + # + >x + #xx + + >xx Traffix 7.1.0427 (c) 1998 Dowling Assoc. Licensed to FEHR & PEERS, SAN JOSE MITIGB - Ph6Sat Thu Oct 29, 1998 10:40:37 Page 1 -1 ----------------------------------------------------- ----------------- ---- - - - - -- -------------------------------------------------------------------------------- Level Of Service Computation Report 1985 HCM Operations Method (Future Volume Alternative) xrr**** r+ r* xxxxrr*+ r+ r* kxxxxrr+ x+++ kkkkxx+ firx+* rrx * *xxxrrer +kx *xrrr + + + +*x *xkxxfix Intersection #$3MOnterey /Farmn Frontage ` +x + +kx +xxx +*rr ++ + +fi xxxx+ rrr *+ +kxxk #x #xrrrr * +rxkxxrrrrr + +xfi xxrr +++ + + +* +xr * #xx + #xr Cycle (sec): 90 Critical Vol. /Cap. (X): 0.536 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 19.9 Optimal Cycle: 43 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------- - - - - -I Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 10 0 10 10 0 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 11 0 0 -----------_ I --------------- --------------- --------------- ---------- - - - - -I Volume Module: Base Vol: 4 293 3 14 263 6 4 0 3 3 0 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 _ Initial Bse: 4 293 3 14 263 6 4 0 3 3 0 3 Added Vol: 120 0 0 0 0 280 280 0 120 0 0 0 ApprovedDev: 4 48 1 12 37 2 2 0 0 5 0 10 Initial Fut: 128 341 4 26 300 288 286 0 123 8 0 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 128 341 4 26 300 288 286 0 123 8 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 128 341 4 26 300 288 286 0 123 8 0 13 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 128 341 4 26 300 288 286 0 123 8 0 13 --7--------- I--------------- --------------- --------------- ---------- - - - - -I Saturation Flow Module: ( Sat /Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.97 1.03 1.00 0.97 1.05 1.00 0.97 0.97 0.97 0.97 0.97 0.97 Lanes: 1.00 1.98 0.02 1.00 1.00 1.00 0.70 0.00 0.30 0.36 0.00 0.62 Final Sat.: 1750 3657 43 1750 1898 1800. 1224 0 526 667 0 1083 ------------ I --------------- --------------- II--------------- ---------- - - - - -I Capacity Analysis Module: Vol /Sat: 0.07 0.09 0.09 0.01 0.16 0.16 0.23 0.00 0.23 0.01 0.00 0.01 Crit Moves: * * ** * * ** * * ** Green Time: 12.3 22.8 22.8 16.0 26.5 26.5 39.2 0.0 39.2 39.2 0.0 39.2 Volume /Cap: 0.54 0.37 0.37 0.08 0.54 0.54 0.54 0.00 0.54 0.03 0.00 0.03 ------------ I --------------- II---. ------------ --------------- ---------- - - - - -I Level Of Service Module: Delay /Veh: 29.4 21.1 21.1 23.5 20.6 20.7 14.8 0.0 14.8 11.0 0.0 11.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ProgAdj Fctr: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 29.4 21.1 21.1 23.5 20.6 20.7 14.8 0.0 14.8 11.0 0.0 11.0 DesignQueue: 6 13 0 1 11 11 9 0 4 0 0 0 kkkkkkkkk# 4Y* 4kkk# 4kkk* kkkikkk4* kkk4kk*** k*** k* kkk *k #kk *kk* * **kkiikkkkk +kk4k*kkk Traffix 7.1.0427 (c) 1998 Dowling Assoc. Licensed to FEHR & PEERS, SAN JOSE MITIG8 - CumSat Thu Oct 29, 1998 10:41:12 Page 1 -1 -------------------------------------------------- ------------------------ - - - - -- ----------------------------------- Level Of Service Computation Report 1985 HCM Operations Method (Future Volume Alternative) Intersection #43MOnterey /Farmn Frontage Cycle (sec): 90 Critical Vol. /Cap. (X): 0.571 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 18.8 Optimal Cycle: 45 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement; L - T - R L - T - R L - T - R L - T - R ------ - - - - -- --------------- --------------- --------------- ---------- - - - --� Control: Protected Protected Permitted Permitted Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 10 0 10 10 0 10 Lanes: 1 0 1 1 0 1 0 1 1 0 0 0 1! 0 0 0 0 1! 0 0 ------ - - ---- --------------- --------------- --------------- ---------- - - - --� Volume Module: Base Vol: 4 293 3 14 263 6 4 0 3 3 0 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 293 3 14 263 6 4 0 3 3 0 3 Added Vol: 120 0 0 0 0 280 280 0 120 0 0 0 App +Pending: 19 126 1 12 113 2 2 0 0 5 0 10 Initial Put: 143 419 4 26 376 288 286. 0 123 8 0 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 143 419 4 26 376 288 286 0 123 8 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 143 419 4 26 376 288 286 0 123 8 0 13 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 143 419 4 26 376 288 286 0 123 8 0 13 ------------ I --------------- --------------- --------------- ---------- - - - - -I Saturation Flow Module: Sat /Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.97 1.03 1.00 0.97 1.05 1.00 0.97 0.97 0.97 0.97 0.97 0.97 Lanes: 1.00 1.98 0.02 1.00 1.11 0.89 0.70 0.00 0.30 0.38 0.00 0.62 Final Sat.: 1750 3665 35 1750 2094 1604 1224 0 526 667 0 1083 --_--------- I --------------- --------------- --------------- ---------- - - - - -I Capacity Analysis Module: Vol /Sat: 0.08 0.11 0.11 0.01 0.18 0.18 0.23 0.00 0.23 0.01 0.00 0.01 Crit Moves: * * ** *• ** * * ** Green Time: 12.9 34.2 34.2 7.0 28.3 28.3 36.8 0.0 36.8 36.8 0.0 36.8 Volume /Cap: 0.57 0.30 0.30 0.19 0.57 0.57 0.57 0.00 0.57 0.03 0.00 0.03 ------------ I --------------- - - - - -- -------- --------------- II---------- - - - - -I Level Of Service Module: Delay /Veh: 29.6 14.9 14.9 29.6 20.1 20.1 16.4 0.0 16.4 12.1 0.0 12.1 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ProgAdj Fctr: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 29.6 14.9 14.9 29.6 20.1 20.1 16.4 0.0 16.4 12.1 0.0 12.1 DesignQueue: 6 13 0 1 14 10 9 0 4 0 0 0 Traffix 7.1.0427 (c) 1998 Dowling Assoc. Licensed to FEHR & PEERS, SAN JOSE MITIG8 - Ph4PM Wed Oct 28, 1998 14:36:31 Page 1 -1 -------------------------------------------------------------- ------------ -- - - -- -------------------------------------------------------------------------------- Level Of Service Computation Report 1985 HCM Operations Method (Future Volume Alternative) ++ rt##+++ x++###+ x+##+# x#*############+#+ xt# t###### + + + + + + * +xxx #rtrt+ # #t # * #* + +*x + #+ *+ Intersection #%Uonterey /Farmn Frontage x + * * + + + + + *xx ** xxxx++ x****#*+ x+ *x + + + * *x * *x *# * + * + * *artrtrtrt + + + + + +# #xxxx# #x# + #x ## ## #rta Cycle (sec): 90 Critical Vol. /Cap. (X): 0.326 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 15.6 Optimal Cycle: 49 Level Of Service: C+ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------ - - - - -- --------------- --------------- --------------- ---------- - - - --� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 7 10 10 7 30 10 10 0 10 10 0 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 --------------------------- --------------- --------------- ---------- - - - --� Volume Module: Base Vol: 9 362 1 7 390 11 25 0 11 2 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 9 362 1 7 390 11 25 0 11 2 0 11 Added Vol: 50 0 0 0 0 118 118 0 50 0 0 0 ApprovedDev: 3 53 1 15 .34 1 2 0 0 4 0 8 Initial Fut: 62 415 2 22 424 130 145 0 61 6 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 62 415 2 22 424 130 145 0 61 6 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 62 415 2 22 424 130 145 0 61 6 0 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 62 415 2 22 424 130 145 0 61 6 0 19 ------ - - - - -- --------------- --------------- --------------- ---------- - - - --� Saturation Flow Module: Sat /Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.97 1.03 1.00 0.97 1.04 1.00 0.97 1.00 1.00 0.97 0.97 0.97 Lanes: 1.00 1.99 0.01 1.00 1.52 0.48 '1.00 0.00 1.00 0.24 0.00 0.76 Final Sat.: 1750 3682 18 1750 2831 868 1750 0 1800 420 0 1330 ------------ I --------------- --------------- --------------- ---------- - - - - -I Capacity Analysis Module: Vol /Sat: 0.04 0.11 0.11 0.01 0.15 0.15 0.08 0.00 0.03 0.01 0.00 0.01 Crit Moves: * * ** * * ** * * ** * * ** Green Time: 9.0 40.0 40.0 7.0 38.0 38.0 21.0 0.0 21.0 10.0 0.0 10.0 Volume /Cap: 0.35 0.25 0.25 0.16 0.35 0.35 0.35 0.00 0.15 0.13 0.00 0.13 ------------ I --------------- --------------- --------------- ---------- - - - - -I Level Of Service Module: Delay /Veh: 29.3 11.9 11.9 29.5 13.5 13.5 22.1 0.0 20.8 27.4 0.0 27.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ProgAdj FCtr: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 29.3 11.9 11.9 29.5 13.5 13.5 22.1 0.0 20.8 27.4 0.0 27.4 DesignQueue: 3 12 0 1 13 4 6 0 2 0 0 1 Traffix 7.1.0427 (c) 1998 Dowling ASSOC. Licensed to FEHR 6, PEERS, SAN JOSE MITIG8 - PhSPM Wed Oct 28, 1998 14:37:05 Page 1 -1 -------------------------------------------------------------------------- - - - - -- ----------------------------------- Level Of Service Computation Report 1985 HCM Operations Method (Future Volume Alternative) + ttxx++ x+ x+++ x++++t+ x++++++++++++++ xxxxxxxxx+ xxxxx +xxxxxtttxxxxxxx + +txttx +t + + + ++ Intersection $43Monterey /Farmn Frontage txxxxxtxxxtxtxxx+ x+ t+ ttxttxxtt+ tttt++++++ t++++++ t + + ++x ++*+ + + + + + + + + ++t + +x + +txxxxt Cycle (sec): 90 Critical Vol. /Cap. (X): '0.394 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 17.3 Optimal Cycle: 49 Level Of Service: C +++ xxx* xxxxxxxx+ xtt+ xxxxxxxtx+ xxxxtxt x++ xtt++ t+++ t + + + + +xxx +xxtxx + + + + ++ +xx +x +xxxx Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------ - - - - -- --------------- --------------- --------------- ---------- - - - --� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 10 0 10 10 0 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 ------ - - - - -- --------------- --------------- -- ------------- ---------- - - - --� Volume Module: Base Vol: 9 362 1 7 390 11 25 0 11 2 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 9 362 1 7 390 it 25 0 11 2 0 11 Added Vol: 74 0 0 0 0 172 172 0 74 0 0 0 ApprovedDev: 3 53 1 15 34 1 2 0 0 4 0 8 Initial Fut: 86 415 2 22 424 184 199 0 85 6 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00_1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 86 415 2 22 424 184 199 0 85 6 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 86 415 2 22 424 184 199 0 85 6 0 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 86 415 2 22 424 184 199 0 85 6 0 19 ------ - - - - -- --------------- --------------- --------------- ---------- - - - --� Saturation Flow Module: Sat /Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.97 1.03 1.00 0.97 1.04 1.00 0.97 1.00 1.00 0.97 0.97 0.97 Lanes: 1.00 1.99 0.01 1.00 1.38 0.62 1.00 0.00 1.00 0.24 0.00 0.76 Final Sat.: 1750 3682 18 1750 2579 1119 1750 0 1800 420 0 1330 ------------ I --------------- --------------- --------------- ---------- - - - - -I Capacity Analysis Module: Vol /Sat: 0.05 0.11 0.11 0.01 0.16 0.16 0.11 0.00 0.05 0.01 0.00 0.01 Crit Moves: * * ** * * ** * * ** * * ** Green Time: 10.2 37.4 37.4 7.0 34.2 34.2 23.6 0.0 23.6 10.0 0.0 10.0 Volume /Cap: 0.43 0.27 0.27 0.16 0.43 0.43 0.43 0.00 0.18 0.13 0.00 0.13 ------------ I --------------- --------------- --------------- ---------- - - - - -I Level Of Service Module: Delay /Veh: 29.2 13.2 13.2 29.5 15.9 15.9 21.4 0.0 19.5 27.4 0.0 27.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ProgAdj FCtr: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 29.2 13.2 13.2 29.5 15.9 15.9 21.4 0.0 19.5 27.4 0.0 27.4 DesignQueue: 4 12 0 1 14 6 8 0 3 0 0 1 xxxx+ xxtxxxxt++ tx++++ x+ txt+ x+++ tx++++ xx+ xt+++ tt++ t + + + +xxxt +t +xxx + +t +x + + +xt + +xtxx Tra£fix 7.1.0427 (c) 1998 Dowling Assoc. Licensed to FEHR & PEERS, SAN JOSE MITIG8 - Ph6PM Wed Oct 28, 1998 14:37:42 . Page 1 -1 ___________________________________________________ _______ ________________ __ _ _ __ _____ ___ ___ ____ _______ ______ _______ Level Of Service Computation Report 1985 HCM Operations Method (Future Volume Alternative) Intersection # #3MOnterey /Farmn Frontage * xrtt#+ xxx# x+ x*#+ t++ xtxx+++ wxwww+ ww* t++ wttxww***** * #x ++ +xx + + # + +tx +xww +ttxxw *xwwtx Cycle (sec): 90 Critical Vol. /Cap. (X): 0.420 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 17.8 Optimal Cycle: 49 Level of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ____________ _______________ --------------- __ _____________ _______________� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 10 0 10 10 0 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 ____________ _______________ --------------- __ _____________ _______________� Volume Module: Base Vol: 9 362 1 7 390 11 25 0 11 2 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 9 362 1 7 390 11 25 0 11 2 0 11 Added Vol: 83 0 0 0 0 193 193 0 83 0 0 0 ApprovedDev: 3 53 1 15 34 1 2 0 0 4 0 8 Initial Fut: 95 415 2 22 424 205 220 0 94 6 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 95 415 2 22 424 205 220 0 94 6 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 95 415 2 22 424 205 220 0 94 6 0 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 95 415 2 22 424 205 220 0 94 6 0 19 ------------ I--------------- I--------------- II--------------- I--------------- I Saturation Flow Module: Sat /Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.97 1.03 1.00 0.97 1.04 1.00 0.97 1.00 1.00 0.97 0.97 0.97 Lanes: 1.00 1.99 0.01 1.00 1.33 0.67 1.00 0.00 1.00 0.24 0.00 0.76 Final Sat.: 1750 3682 18 1750 2493 1205 .1750 0 1800 420 0 1330 __ __________ _______________ --------------- --------------- H --------------- I Capacity Analysis Module: Vol /Sat: 0.05 0.11 0.11 0.01 0.17 0.17 0.13 0.00 0.05 0.01 0.00 0.01 Crit Moves: * * ** * *xt * + *w + + *w Green Time: 10.5 36.6 36.6 7.0 33.0 33.0 24.4 0.0 24.4 10.0 0.0 10.0 Volume /Cap: 0.46 0.28 0.28 0.16 0.46 0.46 0.46 0.00 0.19 0.13 0.00 0.13 ___________________________ _ ----------- --------------- 11 --------------- � Level Of Service Module: Delay /Veh: 29.4 13.6 13.6 29.5 16.7 16.7 21.3 0.0 19.2 27.4 0.0 27.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PrcgAdjFCtr: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 29.4 13.6 13.6 29.5 16.7 16.7 21.3 0.0 19.2 27.4 0.0 27.4 DesignQueue: 4 13 0 1 14 7 8 0 3 0 0 1 wx# xt** wwt+ x+ x*# rtwkwtx++ tt+# kkwxxxxttt++++# x* xwxttttttxkrttwx * +t+ + *kwtttttrxkxxwt Traffix 7.1.0427 (c) 1998 Dowling Assoc. Licensed to FEHR & PEERS, SAN JOSE MITIG8 - Cum1PM Wed Oct 28, 1998 14:38:25 Page 1 -1 -------------------------------------------------- ------------------------ - -- - -- -------------------------------------------------------------------------------- Level Of Service Computation Report 1985 HCM Operations Method (Future Volume Alternative) Intersection # ;Nonterey /Farmn Frontage +; 44f tY* x* x*! x*+ xl+ lk4; 4fii***#+!! x*+ i; tfi* kx* xlx4! #i+i4l414Y4ii4 ++ +xx4i +!!iY **!x* cycle (sec): 90 Critical Vol. /Cap. (X): 0.445 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 17.8 Optimal Cycle: 49 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------------------------- --------------- ---------- ----- -------- -- - - - --� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 10 0 10 10 0 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 ------ - - - - -- --------------- --------------- --------------- ---- ------ - - - --� Volume Module: Base Vol: 9 362 1 7 390 11 25 0 11 2 0 11 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Sse: 9 362 1 7 390 11 25 0 11 2 0 11 Added Vol: 83 0 0 0 0 193 193 0 83 0 0 0 App +Pending: 17 106 1 15 83 1 2 0 0 4 0 8 Initial Put: 109 468 2 22 473 205 220 0 94 6 0 19 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 109 468 2 22 473 205 220 0 94 6 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 109 468 2 22 473 205 220 0 94 6 0 19 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 109 468 2 22 473 205 220 0 94 6 0 19 ------ - - - - -- --------------- --------------- --------- ------ ---------- - - - --� Saturation Flow Module: Sat /Lane: 1600 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.97 1.03 1.00 0.97 1.04 1.00 0.97 1.00 1.00 0.97 0.97 0.97 Lanes: 1.00 1.99 0.01 1.00 1.38 0.62 '1.00 0.00 1.00 0.24 0.00 0.76 Final Sat.: 1750 3684 16 1750 2580 1118 1750 0 1800 420 0 1330 ------------ I --------------- --------------- --------------- ---------- - - - - -I Capacity Analysis Module: Vol /Sat: 0.06 0.13 0.13 0.01 0.18 0.18 0.13 0.00 0.05 0.01 0.00 0.01 Crit Moves: * * ** • * ** * * ** *! ** Green Time: 11.4 38.0 38.0 7.0 33.6 33.6 23.0 0.0 23.0 10.0 0.0 10.0 Volume /Cap: 0.49 0.30 0.30 0.16 0.49 0.49 0.49 0.00 0.20 0.13 0.00 0.13 ------------ I --------------- --------------- --------------- II---------- - - - - -I Level Of Service Module: Delay /Veh: 29.2 13.1 13.1 29.5 16.7 16.7 22.4 0.0 20.0 27.4 0.0 27.4* Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ProgAdj Fctr: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 29.2 13.1 13.1 29.5 16.7 16.7 22.4 0.0 20.0 27.4 0.0 27.4 DesignQueue: 5 14 0 1 16 7 8 0 4 0 0 1 Traffix 7.1.0427 (c) 1998 Dowling Assoc. Licensed to FEHR & PEERS, SAN JOSE MITIG8 - Ph4Sat Wed Oct 28, 1998 14:36:48 . Page 1 -1 __________________________________________________ ___________ ___ ________________ _________________________________________________ __________ _____________ __ __ _ _ __ Level Of Service Computation Report 1985 HCM Operations Method (Future Volume Alternative) Intersection #03Monterey /Farmn Frontage #ll xxxxx*} xx## x* x# x4r+ rrxxfxff###}Y*}} x}} xx* Yr+ frxxffxxx } } * * *r + #fr!llffxxlxkr!!f Cycle (sec): 90 Critical Vol. /Cap. (X): 0.331 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 19.1 Optimal Cycle: 49 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- II--------------- II--------------- II--------------- I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 10 0 30 10 0 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 ------------ --------------- --------------- II--------------- --------------- Volume Module: Base Vol: 4 293 3 14 263 6 4 0 3 3 0 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 293 3 14 263 6 4 0 3 3 0 3 Added Vol: 73 0 0 0 0 169 169 0 73 0 0 0 ApprovedDev: 4 48 1 12 37 2 2 0 0 5 0 10 Initial Fut: 81 341 4 26 300 177 175 0 76 8 0 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 81 341 4 26 300 177 175 0 76 8 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 81 341 4 26 300 177 175 0 76 8 0 13 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 81 341 4 26 300 177 175 0 76 8 0 13 ------------ I--------------- II--------------- I --------------- I--------------- Saturation Flow Module: Sat /Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.97 1.03 1.00 0.97 1.04 1.00 0.97 1.00 1.00 0.97 0.97 0.97 Lanes: 1.00 1.98 0.02 1.00 1.24 0.76 1.00 0.00 1.00 0.38 0.00 0.62 Final Sat.: 1750 3657 43 1750 2326 1372 1750 0 1800 667 0 1083 _ ___ ________ _______________ _______________ --------------- --------------- Capacity Analysis Module: Vol /Sat: 0.05 0.09 0.09 0.01 0.13 0.13 0.10 0.00 0.04 0.01 0.00 0.01 Crit Moves: * * *+ •• ** ! + *+ +!!! Green Time: 11.4 25.5 25.5 17.8 31.9 31.9 24.7 0.0 24.7 10.0 0.0 10.0 Volume /Cap: 0.36 0.33 0.33 0.08 0.36 0.36 0.36 0.00 0.15 0.11 0.00 0.11 ___________________________ ----------- --------------- --------------- Level Of Service Module: Delay /Veh: 27.8 19.5 19.5 22.3 16.5 16.5 20.2 0.0 18.8 27.4 0.0 27.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ProgAdj Fctr: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00' Adj Del /Veh: 27.8 19.5 19.5 22.3 16.5 16.5 20.2 0.0 18.8 27.4 0.0 27.4 DesignQueue: 4 13 0 1 10 6 7 0 3 0 0 1 Traffix 7.1.0427 (c) 1998 Dowling Assoc. Licensed to FEHR & PEERS, SAN JOSE MITIG8 - PhSSat Wed Oct 28, 1998 14:37:25 Page 1 -1 ------------------------------------------------- ------------------------- - - - - -- -------------------------------------------------------------------------------- Level Of Service Computation Report 1985 HCM Operations Method (Future Volume Alternative) Intersection #R?jMOnterey /Farmn Frontage ++++++ +x + +x # #x #x *Y *xk + + * +* ### + + + +xx ++ xxx#### kYkY* * * * +**x #x# + +kx *x *xrkkx #Y * * *xx ** Cycle (sec): 90 Critical Vol. /Cap. (X): 0.428 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 20.4 Optimal Cycle: 49 Level Of Service: C k* xx* xk#**+++ x+* x++ xx+ x++# x+** k+****++++##+ x#++++ + # #k *x * +** + + # +x +x # + +xxxxxxx +xx# Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------- - - - - -I Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 10 0 10 10 0 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 ------------ I --------------- --------------- --------------- ---------- - - - - -I Volume Module: Base Vol: 4 293 3 14 263 6 4 0 3 3 0 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 4 293 3 14 263 6 4 0 3 3 0 3 Added Vol: 106 0 0 0 0 246 246 0 106 0 0 0 ApprovedDev: 4 48 1 12 37 2 2 0 0 5 0 10 Initial Put: 114 341 4 26 300 254 252 0 109 8 0 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 114 341 4 26 300 254 252 0 109 8 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 _ Reduced Vol: 114 341 4 26 300 254 252 0 109 8 0 13 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 114 341 4 26 300 254 252 0 109 8 0 13 ------------ I --------------- --------------- II --------------- ---------- - - - - -I Saturation Flow Module: Sat /Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.97 1.03 1.00 0.97 1.05 1.00 0.97 1.00 1.00 0.97 0.97 0.97 - Lanes: 1.00 1.98 0.02 1.00 1.06 0.94 -1.00 0.00 1.00 0.38 0.00 0.62 Final Sat.: 1750 3657 43 1750 2002 1695 1750 0 1800 667 0 1083 ------------ I --------------- --------------- II --------------- ---------- - - - - -I Capacity Analysis Module: Vol /Sat: 0.07 0.09 0.09 0.01 0.15 0.15 0.14 0.00 0.06 0.01 0.00 0.01 Crit Moves: * * ** * * ** * * ** * * ** Green Time: 12.3 24.0 24.0 16.8 28.4 28.4 27.3 0.0 27.3 10.0 0.0 10.0 Volume /Cap: 0.48 0.35 0.35 0.08 0.48 0.48 0.48 0.00 0.20 0.11 0.00 0.11 ------------ I --------------- --------------- II --------------- ---------- - - - - -I Level Of Service Module: Delay /Veh: 28.4 20.4 20.4 23.0 19.1 19.1 19.9 0.0 17.7 27.4 0.0 27.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ProgAdj FCtr: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del /Veh: 28.4 20.4 20.4 23.0 19.1 19.1 19.9 0.0 17.7 27.4 0.0 27.4 DesignQueue: 5 13 0 1 11 9 9 0 4 0 0 1 Traffix 7.1.0427 (c) 1998 Dowling Assoc. Licensed to FEHR & PEERS, SAN JOSE MITIG8 - Ph6Sat Wed Oct 28, 1998 14:38:01 Page 1 -1 _______________________________________________________ __ ____________ __ ___ _ _____ Level Of Service Computation Report 1985 HCM Operations Method (Future Volume Alternative) * 4##*# YY## YY*#+**+***** k*** 4xxxx*** xY** x#+#* Y##*# * # * + # # #x # * * * #Y # #Y # * *k * * +kk * * *x* Intersection #$3Monterey /Farmn Frontage YYY* Y#** k***** k** x*** k*** Y#***### YY##* k** k***** kkkk ** * * *k * * * * * * *kkx *x # # * # # ## # # #+ Cycle (sec): 90 Critical Vol. /Cap. (X): 0.469 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 20.9 Optimal Cycle: 49 Level Of Service: C ****** x# Y* Y#* kY****#*** kx* x* k* k* xx** xx* Y# Y####*## * # # * # * # # # # * #Y * * *k * * * * * * *xkx # #YY Approach: North Bound South Bound East Bound West. Bound Movement: L - T - R L - T - R L - T - R L - T - R ____________I--------------- --------------- II --------------- --------------- Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 10 0 10 10 0 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 ------------ I--------------- --------------- II --------------- I--------------- Volume Module: Base Vol: 4 293 3 14 263 6 4 0 3 3 0 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 293 3 14 263 6 4 0 3 3 0 3 Added Vol: 120 0 0 0 0 280 280 0 120 0 0 0 ApprovedDev: 4 48 1 12 37 2 2 0 0 5 0 10 Initial Fut: 128 341 4 26 300 288 286 0 123 8 0 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 128 341 4 26 300 288 286 0 123 8 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: .128 341 4 26 300 288 286 0 123 8 0 13 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ' Final Vol.: 128 341 4 26 300 288 286 0 123 8 0 13 ------------ I--------------- II_____ ---------- I--------------- II--------------- I Saturation Flow Module: Sat /Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.97 1.03 1.00 0.97 1.05 1.00 0.97 1.00 1.00 0.97 0.97 0.97 Lanes: 1.00 1.98 0.02 1.00 1.00 1.00 .1.00 0.00 1.00 0.38 0.00 0.62 Final Sat.: 1750 3657 43 1750 1898 1800 1750 0 1800 667 0 1083 ------------ I--------------- --------------- 11 --------------- --------------- Capacity Analysis Module: Vol /Sat: 0.07 0.09 0.09 0.01 0.16 0.16 0.16 0.00 0.07 0.01 0.00 0.01 Crit Moves: * * ** *k *+ # *** *xxx Green Time: 12.6 23.4 23.4 16.4 27.2 27.2 28.2 0.0 28.2 10.0 0.0 10.0 Volume /Cap: 0.52 0.36 0.36 0.08 0.52 0.53 0.52 0.00 0.22 0.11 0.00 0.11 ______ ______ _______________ ---------------- --------------- --------------- Level Of Service Module: Delay /Veh: 28.9 20.7 20.7 23.2 20.1 20.2 20.0 0.0 17.4 27.4 0.0 27.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ProgAdj Fctr: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel /Veh: 28.9 20.7 20.7 23.2 20.1 20.2 20.0 0.0 17.4 27.4 0.0 27.4 DesignQueue: 6 13 0 1 11 10 10 0 4 0 0 1 **#**** x##*** x#*******###+* k*### x** kxx# 4****** xxxY * # #kkxx # * # * *k4 *x * * * * # # # ** * *x *x Traffix 7.1.0427 (c) 1998 Dowling Assoc. Licensed to FEHR & PEERS, SAN JOSE MITIG8 - CumSat Wed Oct 28, 1998 14:38:44 Page 1 -1 ----------------------------------- Level Of Service Computation Report 1985 HCM Operations Method (Future Volume Alternative) Intersection #Y3Monterey /Farmn Frontage YY# Y#** 4##+*##*###* Y+ xY******** x******** 4* k* kk* kkkkk +k *kkk * # *kk * *kY *4 #Y4Y4 *Y * * ** Cycle (sec): 90 Critical Vol. /Cap. (X): 0.504 Loss Time (sec): 12 (Y +R = 4 sec) Average Delay (sec /veh): 19.7 Optimal Cycle: 49 Level Of Service: C x** xx** xx* xkkk## x# k*# xxxYY+++# 4+ xxxkY+++++#+##++ Yx + # # #Y # + # + # + #Y # # #4 # *x # * * * * *x * +x Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------ - - - - -- --------------- --------------- --------------- ---------- - - - --� Control: Protected Protected Split Phase Split Phase Rights: Include Include Include Include Min. Green: 7 10 10 7 10 10 10 0 10 10 0 10 Lanes: 1 0 1 1 0 1 0 1 1 0 1 0 0 1 0 0 0 1! 0 0 ------ - - - - -- --------------- --------------- --------------- ---------- - - - --� Volume Module: Base Vol: 4 293 3 14 263 6 4 0 3 3 0 3 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 4 293 3 14 263 6 4 0 3 3 0 3 Added Vol: 120 0 0 0 0 280 280 0 120 0 0 0 App +Pending: 19 126 1 12 113 2 2 0 0 5 0 10 Initial Fut: 143 419 4 26 376 288 286 0 123 8 0 13 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 -1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 143 419 4 26 376 288 286 0 123 8 0 13 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 143 419 4 26 376 288 286 0 123 8 0 13 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol.: 143 419 4 26 376 288 286 0 123 8 0 13 --------------------------- --------------- II --------------- ---------- - - - - -I Saturation Flow Module: Sat /Lane: 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 1800 Adjustment: 0.97 1.03 1.00 0.97 1.05 1.00 0.97 1.00 1.00 0.97 0.97 0.97 Lanes: 1.00 1.98 0.02 1.00 1.11 0.89 1.00 0.00 1.00 0.38 0.00 0.62 Final Sat.: 1750 3665 35 1750 2094 1604 1750 0 1800 667 0 1083 ------------ 1--------------- --------------- --------------- ---------- - - - - -I Capacity Analysis Module: Vol /Sat: 0.08 0.11 0.11 0.01 0.18 0.18 0.16 0.00 0.07 0.01 0.00 0.01 Crit Moves: * * ** * * ** * * ** * * ** Green Time: 13.1 34.8 34.8 7.0 28.7 28.7 26.2 0.0 26.2 10.0 0.0 10.0 Volume /Cap: 0.56 0.30 0.30 0.19 0.56 0.56 0.56 0.00 0.24 0.11 0.00 0.11 ------------ I --------------- II--------------- II-- ----- ------- II---------- - - - - - I Level Of Service Module: Delay /Veh: 29.3 14.5 14.5 29.6 19.8 19.8 21.6 0.0 18.5 27.4 0.0 27.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PrcgAdj Fctr: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del /Veh: 29.3 14.5 14.5 29.6 19.8 19.8 21.6 0.0 18.5 27.4 0.0 27.4 DesignQueue: 6 13 0 1 13 10 11 0 4 0 0 1 k* kk* Ykkx k* k* x****+ xx***** x* x*+*** 44## YY4Y# x4Y444 + +kiY +44kkkk4k +4Y +4k +444k4k*k #4 Traffix 7.1.0427 (c) 1998 Dowling Assoc. Licensed to FEHR & PEERS, SAN JOSE APPENDIX C TRIP GENERATION ESTIMATES Gilroy Sports Park Trip Generation Estimates -by phase PM Peak Hour Trips Saturday Peak Hour Trips Phase In Out Total In Out • Total 1 0 0 0 0 0 0 II 56 56 112 74 74 148 III 34 34 68 58 58 116 IV 78 78 156 110 110 220 V 78 78 156 110 110 220 VI & VII 29 29 58 48 48 96 VIII &IX 0 0 0 0 0 0 Total 275 275 550 400 400 800 Gilroy Sports Park Trip Generation Estimates -by phase Worst Case (Saturday Peak Hour) Phase I - No Trip Generation Phase I/ Saturday Peak Hour Colt Baseball 36 players x 36 spectators x Little League 1 fields = 36 players 1 fields = 36 spectators 72 people 2.0 persons /vehicle 36 vehicles 30 players x 2 fields = 60 players 35 spectators x 2 fields = 70 spectators 130 people 2.1 persons /vehicle 62 vehicles Phase II Total - Assume 75 % of games overlap within peak hour In 74 vehicles Out 74 vehicles Total 148 vehicles Weekday PM Peak Hour (75% of Saturday Peak Hour for Games, 50% of other) Phase II Total In 56 vehicles Out 56 vehicles Total 112 vehicles Phase N Saturday Peak Hour Softball 30 players x 30 spectators x Commercial Rec., Special Events 1 fields = 30 players 1 fields = 30 spectators 60 people 2.0 persons/vehicle 30 vehicles In 35 Out 35 Total 70 Phase III Total - Assume 75 % of games overlap within peak hour In 58 Out 58 Total 116 Weekday PM Peak Hour (75% of Saturday Peak Hour for Games, 50% of other) Phase III Total In 34 vehicles Out 34 vehicles Total 68 vehicles Phase IV Saturday Peak Hour Softball 30 players x 4 fields 30 spectators x 4 fields Special Events 120 players 120 spectators 240 people 2.0 persons/vehicle 120 vehicles In 20 Out 20 Total 40 Phase IV Total - Assume 75 % of games overlap within peak hour In 110 Out 110 Total 220 Weekday PM Peak Hour (75% of Saturday Peak Hour for Games, 50% of other) Phase IV Total In 78 vehicles Out 78 vehicles Total 156 vehicles Phase V = 30 players 30 spectators x 1 fields = Saturday Peak Hour 60 people Softball 2.0 persons /vehicle 30 vehicles 30 players x 4 fields = 120 players 30 spectators x 4 fields = 120 spectators Total 50 Phase VI & VII Total - Assume 75 % of games overlap 240 people In 48 2.0 persons /vehicle Total 96 120 vehicles Special Events (75% of Saturday Peak Hour for Games, 50% of other) Phase VI & VII Total In 20 Out 29 vehicles Out 20 Total 40 Phase V Total - Assume 75 % of games overlap within peak hour In 110 Out 110 Total 220 Weekday PM Peak Hour (75% of Saturday Peak Hour for Games, 50% of other) Phase V Total In 78 vehicles Out 78 vehicles Total 156 vehicles Phase W & VII Saturday Peak Hour Softball 30 players x 1 fields = 30 players 30 spectators x 1 fields = 30 spectators 60 people 2.0 persons /vehicle 30 vehicles General Park Usage In 25 Out 25 Total 50 Phase VI & VII Total - Assume 75 % of games overlap within peak hour In 48 Out 48 Total 96 Weekday PM Peak Hour (75% of Saturday Peak Hour for Games, 50% of other) Phase VI & VII Total ' In 29 vehicles Out 29 vehicles Total 58 vehicles Phases Vlll & IX - No Trip Generation I_\27 pie 1 :11 1. SIGNAL WARRANT SHEETS Traffic Manual TRAFFIC SIGNALS AND LIGHTING 9 -15 7 -1996 Figure 9 -9 _ PEAK HOUR VOLUME WARRANT (Rural Areas) CS�eecd 3 tkS ✓��I�) ?�iov�! ��re �a r ✓�na v► fro 1�5 e eCL 500 x > 400 x w¢ 1 ¢ ¢ 300 a Na a zm 200 J 7 S2100 x 0 300 400 500 600 700 800 900 1000 1100 1200 1300 MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH " NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. PM �Y�ast 3 9-11� 12-6 z Sad vha.se3 el`1, INI 3 ?M 'P1\aw LOSS, Zo(p Sad- PK-alse � qz9, asl 5 PrA `W\a5c 5 11331 Zsµ Sad- i?VLay 5 lo39 , 364 q- pf,& Phase � +-I i1 63, 31`f ® �� ?vase 6 +7 goal, 4ol 2 OR MORE LANES (MAJOR) & 2 OR MORE LANES (MINOR) ME --I I 1 1111101111- 300 400 500 600 700 800 900 1000 1100 1200 1300 MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH " NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. PM �Y�ast 3 9-11� 12-6 z Sad vha.se3 el`1, INI 3 ?M 'P1\aw LOSS, Zo(p Sad- PK-alse � qz9, asl 5 PrA `W\a5c 5 11331 Zsµ Sad- i?VLay 5 lo39 , 364 q- pf,& Phase � +-I i1 63, 31`f ® �� ?vase 6 +7 goal, 4ol 9 -14 TRAFFIC SIGNALS AND LIGHTING Traffic Manual 7 -1996 600 a > 500 x Uj U s rp 400 M y a CL. 0w300 z 2 o 200 x c� z 100 V Figure 9 -8 PEAK HOUR VOLUME WARRANT (Urban Areas) t�rir�Ce�all� �t�now�as�f�cG�ecsct— 2 OR MORE LANES (MAJOR) & 2 OR MORE LANES (MINOR) R 2 ) (MINOR) OR 1 LANE (MAJOR) & OR MORE LAN MWOm 1 LAVE (M4JOR) & 1 LANE (MINOR) 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 MAJOR STREET -TOTAL OF BOTH APPROACHES - VPH * NOTE: 150 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACH WITH TWO OR MORE LANES AND 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE. 1P(vjec - IVA, ) h L:11 O P(A 3 low 70q) I LK- 2� $wk 1tgs ` —a- !n(S, [o3 '1 APPENDIX E SITE ACCESS CALCULATIONS (LOS and QUEUING) MITIG8 - Ph6PM Thu Oct 29, 1998 14:10 :04 Page 1 -1 Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) YxwxwwYx+ Y++ xl x+!l w+ xl+ x!!! w!* x!!!! x!! wl ew+ xYxx*! + +!lxxxx* + + + +l + +xl + + +!!+!!xlxY+ Intersection #5 Farman Frnt /Site DW Average Delay (sec /veh): 3.2 Worst Case Level Of Service: B xxxrl +l +wwxYxww!!wlxwwl +!lxxwlwY +Ylx wwYxxww+ www!! lxtxlwl +!!xxlxlxwxx*! +!!lwYYw *+ Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------ - - - - -- --------------- --------------- --------------- ---------- - - - --� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 ------ - - - - -- --------------- --------------- --------------- ---------- - - -- -� Volume Module: Base Vol: 0 36 0 0 20 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 36 0 0 20 0 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 275 275 0 0 0 0 0 approved: 0 2 0 0 4 0 0 0 0 0 0 0 Initial Fut: 0 38 0 0 24 275 275 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 38 0 0 24 275 275 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 D 0 0 0 0 0 Final Vol.: 0 38 0 0 24 275 275 0 0 0 0 0 Adjusted Volume Module: Grade: 0% 0% 0% 0% % Cycle/ Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 38 0 0 24 275 303 0 0 0 0 0 Critical Gap Module: MoveUp Time:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.4 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.5 xxxx xxxxx xxxxx xxxx xxxxx ----------- I --------------- --------------- --------------- II ---------- - - - - - I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 200 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 812 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 812 xxxx xxxxx xxxx xxxx xxxxx ------------ I--------------- --------------- --------------- II ---------- - - - - - I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.7 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * B Movement: LT - LTR - RT LT - LTR - RT IT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 0.0 0.0 6.7 0.0 Traffix 7.1.0427 (c) 1998 Dowling Assoc. Licensed to FEHR & PEERS, SAN JOSE MITIG8 - Ph6Sat Thu Oct 29, 1998 14:10:26 Page 1 -1 Level Of Service Computation Report 1994 HCM Unsignalized Method (Future Volume Alternative) xxxxxrxr+ xrxx+ xr+ rrxxrrr+++ rxxx++ xr+ rxxxx+ x+ rrrxxxxrr +rxxxrrr +xxxxxxrrrrxxxxxx +r Intersection #5 Farman Frnt /Site DW xxxxxxxrxx+ xxxxxxrrrrxxxxr +rrx + + +xxrxrrerrr r+ rrrrrrrxxrrrrx +rx+ + +r +rxxx +rrxxr +x+ Average Delay (sec /veh): 4.8 Worst Case Level Of Service: B xrrr+ xxx+ xxx+ x+ r+ rrxxx +rrrrxxxxxrxrrr +xxxxxrr +rxxxxtx r + +rxxrrrrrrxxrxxrrxx +rrxxx Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------ - - - - -- --------------- --------------- --------------- ---------- - - - --� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include include Include Include Lanes: 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 ------ - - - - -- --------------- --------------- --------------- ---------- - - - --� Volume Module: Base Vol: 0 7 0 0 10 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 7 0 0 10 0 0 0 0 0 0 0 Added Vol: 0 0 0 0 0 400 400 0 0 0 0 0 approved: 0 2 0 0 6 0 0 0 0 0 0 0 Initial Fut: 0 9 0 0 16 400 400 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 9 0 0 16 400 400 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 0 9 0 0 16 400 400 0 0 0 0 0 Adjusted Volume Module: Grade: 08 0% 0% 0% 6 Cycle/ Cars: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx % Truck/ Comb: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx PCE Adj: 1.10 1.00 1.00 1.10 1.00 1.00 1.10 1.10 1.10 1.10 1.10 1.10 Cycl /Car PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Trck /Cmb PCE: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx Adj Vol.: 0 9 0 0 16 400 440 0 0 0 0 0 Critical Gap Module: MoveUp Time: xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.4 xxxx xxxxx xxxxx xxxx xxxxx Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx. 6.5 xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- --------------- II --------------- ---------- - - - - -I Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx 225 xxxx xxxxx xxxx xxxx xxxxx Potent Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 784 xxxx xxxxx xxxx xxxx xxxxx Adj Cap: xxxx xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx xxxx xxxx xxxxx Move Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx 784 xxxx xxxxx xxxx xxxx xxxxx ------------ I --------------- ---------------- --------------- ---------- - - - - -I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx 9.3 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * * * * B Movement: LT - LTR - RT IT - LTR - RT IT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 0.0 0.0 9.3 0.0 Traffix 7.1.0427 (c) 1998 Dowling Assoc. Licensed to FEHR a PEERS, SAN JOSE Project Buildout - Saturday Peak Hour Demand Volume (arrival rate) x= 400 Lanes L= 2 Movement Capacity (service rate) µ = 300 p = l / (µ•ti 0.667 P(0) = t - P = 0.333 P(n) = (P TO - P) 0.704 n P(X =n) P(X < =n) 0 0.333 0.333 1 0.222 0.556 2 0.148 0.704 3 0.099 0.802 4 0.066 0.868 5 0.044 0.912 6 0.029 0.941 7 0.020 0.961 8 0.013 0.974 9 0.009 0.983 10 0.006 0.988 11 0.004 0.992 12 0.003 0.995 13 0.002 0.997 14 0.001 0.998 APPENDIX F RECOMMENDED SITE PLAN REVISIONS A I I'll I I I I I I I I I '-u ► ENTIAL SKATE: FACILITY ENTRY POINT ELEMENT SPORTS PARK PARK ENTRY GATES CORPORATION FACILITY YARD 0 ENTRY BUILDING bOV4 I O' WIDE PATHWAYS COMMERCIAL RECRTION SPACE STORAGE AND EA c COMMUNITY BUILDING VTA BUS POTENTIAL SKATE FACILITY .121 WIDE PATHWAYS (EMERGENCY ACCESS) r fr i . SPC COF FAC :.,. 29 C o ' J - ;' ' j 11111111 COMMERCIAL, RE- •, '.i`• ? _. - . , SPACE, STORAGE CONCESSION STAN 1 / �'. � 1 �_ . - 3z - COMMUNITY BUIL ; RESTROOMS = �`• POTENTIAL Sk SOFTBALL FIE' • , 300 FT 65' IAASEOADS ' ' ��' ` 12' WIDI V% (EMERG �'�M/ .'4�a�r •: v;e# . i' X«.c+O::Cbirryr. r�.,. 1 i '.}J•: " : ° ". 'a.e' .::" �' i'r+ -. W AS Co EEK, D TRAIL CONNI1CT10 i / BALL FIELD 44 r / 350 F'T 651 BAS / EPADS ,•/ SOCCER FIELD 2U YD S t / V 80X f ' SAND VOLLEYBALL' . • GOURTS t. CONCESSION ST . RESTROOMS� i,y 1 P HORSE Y SHOE • , q PITS. • VIDE PATH yyAYS .fir 1 ,; SOFTBq•C.L F IOCCE 3 O 00-F`r 65' BA DURTS APPENDIX G PARKING ESTIMATES Gilroy Sports Park Parking Estimates -by phase Based on Saturday Peak Phase Demand Supply I 0 0 II 196 206 III 130 137 IV 280 294 V 280 294 VI & VII 110 116 VIII &IX 0 0 Total 996 1047 Supply = Demand + 5% Gilroy Sports Park Parking Estimates -by phase Worst Case (Saturday Peak Hour) Phase I - No Parking Demand Phase 11 Saturday Peak Hour Colt Baseball 36 players x 36 spectators x 1 fields = 36 players 1 fields = 36 spectators 72 people 2.0 persons /vehicle 36 vehicles Little League 30 players x 2 fields = 60 players 35 spectators x 2 fields = 70 spectators 130 people 2.1 persons /vehicle 62 vehicles Worst Case: All spectators and players for 2 consectutive games on every field on site at one time. 98 vehicles per game 2 games Phase II Total 196 vehicles Phase 111 Saturday Peak Hour Softball 30 players x 1 fields 30 spectators x 1 fields Commercial Rec., Special Events = 30 players = 30 spectators 60 people 2.0 persons /vehicle 30 vehicles 70 vehciles Worst Case: All spectators and players for 2 consectutive games on every field on site at one time. Phase III Game Subto Comm Rec. /Special Phase III Total Phase IV Saturday Peak Hour Softball 30 players x 4 fields 30 spectators x 4 fields Special Events 30 vehicles per game 2 games 60 vehicles 70 vehicles 130 vehicles 120 players 120 spectators 240 people 2.0 persons /vehicle 120 vehicles 40 vehicles Worst Case: All spectators and players for 2 consectutive games on every field on site at one time. Phase IV Game Subto Special Events Phase IV Total 120 vehicles per game 2 games 240 vehicles 40 vehicles 280 vehicles Phase V Saturday Peak Hour Softball 30 players x 30 spectators x ! Special Events 4 fields = 120 players 4 fields = 120 spectators 240 people 2.0 persons /vehicle 120 vehicles 40 vehicles Worst Case: All spectators and players for 2 consectutive games on every field on site at one time. 120 vehicles per game 2 games Phase V Game Subtot 240 vehicles Special Events 40 vehicles Phase V Total 280 vehicles Phase W & VII Saturday Peak Hour Softball 30 players x 1 fields = 30 players 30 spectators x 1 fields = 30 spectators 60 people 2.0 persons /vehicle 30 vehicles General Park Usage 50 Worst Case: All spectators and players for 2 consectutive games on every field on site at one time. 30 vehicles per game 2 games Phase VI & VII Game 60 vehicles General Park Usage 50 vehicles Phase VI & VII Total 110 vehicles Phases VIII & IX - No Parking Demand