ANNUAL MONITORING AND CONFORMANCE REPORT

2009 ANNUAL MONITORING AND CONFORMANCE REPORT APRIL 2010

VTA PROJECT STAFF Aiko Cuenco, Transportation Planner I, Project Manager Adam Burger, Transportation Planner III Ya Wang, Senior Transportation Planner Ying Smith, Transportation Planning Manager Chris Augenstein, Deputy Director, Planning DOWLING ASSOCIATES INC STAFF Bill Cisco, Data Collection Project Manager Allen Huang, Data Reduction ACKNOWLEDGEMENTS

TABLE OF CONTENTS EXECUTIVE SUMMARY 8 CHAPTER 1 INTRODUCTION 12 CHAPTER 2 LAND USE 16 CHAPTER 3 FREEWAYS 24 CHAPTER 4 RURAL HIGHWAYS 66 CHAPTER 5 ORIGIN DESTINATION STUDY 72 CHAPTER 6 BICYCLES AND PEDESTRIANS 96 CHAPTER 7 CONFORMANCE FINDINGS 102

TABLE OF TABLES Table E.1 Percentage of Freeway Directional Miles at LOS F - 1991 to 2009 10 Table 1.1 Level of Service General Descriptions 13 Table 2.1 Commercial and Industrial Job Densities 17 Table 2.2 Residential Land Use Approvals 2002 to 2009 19 Table 2.3 Commercial and Industrial Job Change Estimates 2002 to 2009 19 Table 2.4 Land Use Approvals Near Cores, Corridors and Station Areas 21 Table 3.1 Freeway Level of Service Thresholds and Descriptions 26 Table 3.2 2009 Freeway LOS AM Peak Period 38 Table 3.3 2009 Freeway LOS PM Peak Period 49 Table 4.1 Rural Highway Locations and Assumptions 67 Table 4.2 Rural Highway Level of Service Thresholds and Descriptions 70 Table 4.3 Rural Highway Level of Service and Vehicle Volumes 1991 to 2009 71 Table 5.1 Origin Destination Average Overall Travel Times 74 Table 6.1 Bicycle Volumes 2007 to 2009 99 Table 6.2 Bicycle and Pedestrian Count Volumes 2002-2009 100 Table 6.3 Pedestrian Volumes 2007 to 2009 101

TABLE OF FIGURES Figure 2.1 Residential Approvals 22 Figure 2.2 Commercial and Industrial Approvals 23 Figure 3.1 Van Aerde Curve 27 Figure 3.2 Overall Freeway Level of Service 1997 to 2009 Mixed Flow, AM 31 Figure 3.3 Overall Freeway Level of Service 1997 to 2009 Mixed Flow, PM 31 Figure 3.4 Overall Freeway Level of Service 1997 to 2009 HOV, AM 33 Figure 3.5 Overall Freeway Level of Service 1997 to 2009 HOV, PM 33 Figure 3.6 2009 Freeway LOS AM Mixed Flow 34 Figure 3.7 2009 Freeway LOS PM Mixed Flow 35 Figure 3.8 2009 Freeway LOS AM HOV 36 Figure 3.9 2009 Freeway LOS PM HOV 37 Figure 3.10 AM Peak Hour Freeway Gateway Inflows 1997 to 2009 63 Figure 3.11 AM Peak Hour Freeway Gateway Outflows 1997 to 2009 63 Figure 3.12 PM Peak Hour Freeway Gateway Inflows 1997 to 2009 65 Figure 3.13 PM Peak Hour Freeway Gateway Outflows 1997 to 2009 65 Figure 4.1 Rural Highway Count Locations 68 Figure 5.1 Origin Destination Pairs 75 Figure 5.2 OD Pair 1 Downtown Los Gatos to Moffett Park 80 Figure 5.3 OD Pair 1 Northbound AM Travel Times 81 Figure 5.4 OD Pair 1 Southbound PM Travel Times 81 Figure 5.5 OD Pair 2 Morgan Hill to Rivermark in Santa Clara 82 Figure 5.6 OD Pair 2 Northbound AM Travel Times 83

TABLE OF FIGURES (CONT D) Figure 5.7 OD Pair 2 Southbound PM Travel Times 83 Figure 5.8 OD Pair 3 Downtown Los Gatos to Rivermark in Santa Clara 84 Figure 5.9 OD Pair 3 Northbound AM Travel Times 85 Figure 5.10 OD Pair 3 Southbound PM Travel Times 85 Figure 5.11 OD Pair 4 Cupertino to Palo Alto Transit Center 86 Figure 5.12 OD Pair 4 Northbound AM Travel Times 88 Figure 5.13 OD Pair 4 Southbound AM Travel Times 88 Figure 5.14 OD Pair 4 Northbound PM Travel Times 89 Figure 5.15 OD Pair 4 Southbound PM Travel Times 89 Figure 5.16 OD Pair 5 Evergreen to Downtown San Jose 90 Figure 5.17 OD Pair 5 Northbound AM Travel Times 91 Figure 5.18 OD Pair 5 Southbound PM Travel Times 91 Figure 5.19 OD Pair 6 Pleasanton to Rivermark in Santa Clara 92 Figure 5.20 OD Pair 6 Southbound AM Travel Times 93 Figure 5.21 OD Pair 6 Northbound PM Travel Times 93 Figure 5.22 OD Pair 7 Pleasanton to Moffett Park 94 Figure 5.23 OD Pair 7 Southbound AM Travel Times 95 Figure 5.24 OD Pair 7 Northbound PM Travel Times 95 Figure 6.1 Bicycle and Pedestrian Count Locations 97

EXECUTIVE SUMMARY 8 EXECUTIVE SUMMARY

Congestion Monitoring State Statute 65089 requires Congestion Management Agencies (CMAs) to biennially undertake an analysis of all Congestion Management Program (CMP) roadways to ensure Member Agencies cities, towns and the county are conforming to the CMP level of service standard of LOS E. Valley Transportation Authority (VTA), as the CMA for Santa Clara County, undertakes this analysis each year and produces an annual Monitoring and Conformance Report which documents the CMP conformance findings. Due to the high cost of data collection, the scope of data collected is reduced every other year or during odd-numbered years. The 2009 Monitoring and Conformance Report is an off year where, CMP intersection level of service data is not collected. This report summarizes the results of the data collected for each CMP element and presents the 2009 conformance findings. Land Use Member Agencies are required to submit land use data to VTA for the July 1, 2008 to June 30, 2009 monitoring period. The data submitted reflects changes in dwelling units for residential approvals and job change estimates for commercial/industrial approvals. Job densities are applied to square footage and land use type of commercial/industrial approvals to estimate how many jobs are likely to be created or lost as a result of land use changes. In 2009, 5,154 dwelling units were approved, a decrease of 61 percent from 2008. Development approval for employment uses would accommodate an estimated number of 12,407 new jobs, mostly as a result of several large projects in Santa Clara including the San Tomas Business Park Campus, Augustine Bowers Industrial Campus and the Regency Plaza on 2350 Mission College Boulevard. This number is more than double compared with 2008. CMP Intersections CMP intersection data was not collected for 2009, but will be collected in the 2010 Monitoring Report. EXECUTIVE SUMMARY 9

Freeways Aerial photography is used to collect traffic data to document congestion on all 310 directional miles/860 lane miles of Santa Clara County s freeway system. The photographs were analyzed to determine the peak period of vehicle density which is used to determine level of service. For conducting analysis, mixed-flow travel is treated separately from HOV travel. In 2009, there were 51 AM freeway segments (51 directional miles/138 lane miles) and 60 PM freeway segments (57 directional miles/158 lane miles) that operated at LOS F. This is a decrease from 2008 when 64 AM freeway segments (62 directional miles/165 lane miles) and 70 PM freeway segments (64 directional miles/176 lane miles) operated at LOS F. A history of segments operating at LOS F is shown in Table E.1. Segments that operated at LOS F when monitoring began in 1991 are exempt from CMP level of service standards. Of the freeway segments operating at LOS F, only 30 AM and 32 PM freeway segments are considered deficient due to the 1991 baseline exemption. Member Agencies with non-conforming facilities within their jurisdiction are encouraged to implement strategies listed in the Immediate Implementation Action List found in VTA s Requirements for Local Deficiency Plans. TABLE E.1 FREEWAY DIRECTIONAL MILES AT LOS F ANYTIME IN THE DAY - 1991 TO 2009 Fwy Dir Mi. 1991 1994 1996 1997 2000 2001 2002 2004 2005 2006 2007 2008 2009 SR 17 28 12% 8% 25% 39% 82% 25% 31% 23% 29% 52% 46% 32% 36% SR 85 48 37% 10% 10% 53% 54% 47% 37% 46% 52% 44% 53% 46% 45% SR 87 18 0% 26% 37% 29% 60% 47% 47% 56% 45% 54% 67% 39% 36% US 101 108 22% 18% 23% 30% 37% 25% 32% 28% 23% 27% 39% 26% 21% SR 237 20 34% 27% 29% 41% 61% 34% 40% 53% 39% 44% 43% 50% 54% I-280 44 29% 6% 12% 28% 62% 43% 42% 50% 46% 55% 54% 43% 45% I-680 20 4% 8% 28% 47% 67% 51% 48% 27% 37% 51% 43% 30% 13% I-880 21 50% 22% 50% 84% 71% 68% 64% 43% 49% 68% 51% 71% 51% Tot/Avg 306 25% 15% 23% 39% 55% 37% 39% 37% 40% 43% 47% 37% 38% 10 EXECUTIVE SUMMARY

Rural Highways VTA recorded 24-hour counts at 12 rural highway locations in Santa Clara County. All but one count location recorded levels of service at LOS E or better. SR 25 south of Bloomfield degraded from LOS E to F while two count locations improved: SR 152 west of Santa Teresa improved from LOS D to LOS C and SR 35 north of SR 9 improved from LOS B to LOS A. Expressways Each year, the Santa Clara County Roads and Airport Department provides VTA travel time survey data for the eight County expressways. For the 2009 study, travel times were not collected due to fiscal challenges faced by the County for providing this data annually. Beginning next year, expressway data will be collected biennially during even-numbered years when CMP intersection data is also collected. Origin-Destination Study Floating vehicle travel time runs were conducted for seven origin-destination pairs. The study uses multiple routes for each OD pair to compare travel times between single-occupancy vehicle (SOV) routes and high-occupancy vehicle (HOV) routes. Transit travel times are also factored in as part of the comparative analysis of vehicle travel times. The survey found a slight decrease in both SOV and HOV average travel times during the AM peak period and a slight increase in the PM HOV travel times. Bicycle and Pedestrian Counts Bicycle and pedestrian counts are collected on one day each year at ten intersections throughout the County. Compared to previous years, the 2009 counts recorded an increase in bicycle activity and a decline in pedestrian numbers. Conformance Findings The 2009 Monitoring and Conformance Report finds all Member Agencies in compliance with the CMP monitoring requirements. EXECUTIVE SUMMARY 11

CHAPTER 1 INTRODUCTION 12 CHAPTER 1 INTRODUCTION

Congestion Monitoring Valley Transportation Authority (VTA), as the designated Congestion Management Agency (CMA) for Santa Clara County, monitors traffic congestion and the effects of land use on transportation. The California State Government Code 65089 requires the Congestion Management Agencies to monitor all elements of the CMP at least biennially to determine if Member Agencies are conforming to the CMP standards set by the CMA. VTA monitors freeway congestion on an annual basis, conducting an analysis of the CMP roadway network and land use changes every year. However, the high costs to collect data annually have resulted in reduced monitoring scope in the off-years or odd-numbered years. CMP intersection data is only collected every other year and beginning this year, expressway data will also be monitored biennially and will not be included in this report. Both sets of data will return for the 2010 monitoring cycle. Level of Service Congestion is monitored for the CMP roadway network which includes highways, rural highways, expressways, and principal arterials. Traffic congestion is measured by a level of service (LOS) grading, a sliding scale from LOS A representing the best traffic conditions to LOS F representing significant traffic delay. These standards are described in Table 1.1. TABLE 1.1 LEVEL OF SERVICE GENERAL DESCRIPTIONS Level of Service A B C D E F Description Traffic can move freely without significant delay Delay becomes more noticeable Traffic volumes are at or close to capacity, resulting in significant delays and average speeds that are no more than about one-third the uncongested speed Traffic demand exceeds available capacity. Very slow speeds (stop-and-go), long delays (over one minute) and standing queues at signalized intersections. CHAPTER 1 INTRODUCTION 13

Conformance To demonstrate conformance with CMP standards, Member Agencies must show that all CMP roadways (excluding freeways) within their jurisdictions are operating at or above the CMP traffic LOS standard of LOS E. Member Agencies that do not maintain the CMP LOS standard risk having their Proposition 111 (1991) gas tax subventions withheld. If the LOS standard cannot be met, a deficiency plan must be approved by VTA. Freeway segments and CMP intersections that operated at LOS F when monitoring began in 1991 are exempt from meeting the LOS E standard. Freeway LOS thresholds are taken from the Highway Capacity Manual with the exception of D/E and E/F thresholds which are selected by VTA for Santa Clara County conditions. 14 CHAPTER 1 INTRODUCTION

CHAPTER 1 INTRODUCTION 15

CHAPTER 2 LAND USE 16 CHAPTER 2 LAND USE

Introduction California State CMA legislation requires Congestion Management Agencies to monitor land use changes within its jurisdiction. VTA requests Member Agencies to submit land use data for residential and commercial/industrial approvals in Santa Clara County annually. Methodology Each fall, VTA s Member Agencies submit land use data regarding projects that were approved in the prior fiscal year. Specifically, the data describes changes in dwelling units for residential approvals and changes in square footage for commercial and industrial approvals. VTA tracks decisions that jurisdictions are making about land use in terms of land use approvals. Changes in square footage for commercial and industrial approvals are used to estimate the number of jobs created or lost. Jobs are estimated by applying a job density value (measured in jobs per 1,000 sq. ft.) to the size of the site based on the commercial and industrial land use data reported by Member Agencies. Job densities vary by type of land use which means different densities are applied to different uses (see Table 2.1). The appropriate job density value is multiplied by the square footage of each site to determine the job change estimate. TABLE 2.1 COMMERCIAL AND INDUSTRIAL JOB DENSITIES (JOBS PER 1000 SQ. FT.) Density Land Use 3.4 Office/Educational/Institutional/Hospital 3.1 Transportation 2.5 R&D Office 2.0 Hotel/Motel 1.75 Retail/Manufacturing 0.75 Non-Manufacturing 0 Park/Recreation/Agriculture/Cemetery/Urban Reserve CHAPTER 2 LAND USE 17

Unlike economic and housing market analyses, the focus of VTA s land use analysis is development approvals that provide the capacity to accommodate population and employment growth. The data is not a reflection of the actual changes in residents or job creation. Instead, it is a measure of the allocation of land for different purposes. In addition to the analyses included in this report, the data can also be used to understand the current and projected demand in housing and employment. To better understand the employment data, it is helpful to know there are several limitations that affect the data quality but are beyond the control of VTA and the Member Agencies. It is assumed commercial and industrial sites were fully occupied for employment uses. It is assumed that all jobs that can be accommodated on the existing site are lost when a commercial or industrial site is converted to a different type of land use. Under this methodology, commercial/industrial sites that are either underutilized or unoccupied assume a full reduction in employment even if few or if any jobs are actually lost. To compensate for this, VTA now requests Member Agencies to indicate in their land use data submittal whether jobs were lost during conversions to residential use. Since not all Member Agencies provided this data, our methodology assumes full employment for commercial/industrial conversions from these cities, which may negatively impact the job change estimate for 2009. It is assumed the data accounts for land use approvals as General Plan updates or amendments. However, not every land use designation change will result in development within the same year. In some cases, there may be a few years of lapse time between the approvals and the development / occupation of the units. This methodology cannot account for this gap time and there is no practical method for capturing this data. Despite these limitations, the analysis still provides very valuable information to illustrate the trend of land use development and where housing and employment growth is likely to occur, and where Member Agencies are targeting growth. 18 CHAPTER 2 LAND USE

TABLE 2.2 APPROVED RESIDENTIAL UNITS - 2002 TO 2009 2002 2003 2004 2005 2006 2007 2008 2009 Campbell 35 154 48 114 53 47 288 109 Cupertino 64 142 126 203 133 7 0 161 Gilroy 162 785 412 332 669 0 0 244 Los Altos 32 32 56 6 38 95 0 4 Los Altos Hills 0 0 0 0 0 20 0 5 Los Gatos 34 26 312-23 32 12 6 24 Milpitas 2 6 350 1,164 2,646 106 1,262 1,013 Monte Sereno 0 0 0 0 0 0 3 0 Morgan Hill 261 81 370 253 259 270 226 46 Mountain View 135 20 54 32 492 209 22 1,542 Palo Alto 122 101 141 81 370 517 103 36 San Jose 3,320 2,570 3,049 5,476 0 2,492 10,262 1,467 Santa Clara 1,153 802 12 259 1,825 314 504 3 Santa Clara County 0 0 19 18 229 55 0 29 Saratoga 0 0 0 0 685 0 404 0 Sunnyvale 138 588 163 952 24 846 0 471 Total 5,458 5,307 5,112 8,867 7,455 4,990 13,080 5,154 TABLE 2.3 COMMERCIAL AND INDUSTRIAL JOB CHANGE ESTIMATES - 2002 TO 2009 2002 2003 2004 2005 2006 2007 2008 2009 Campbell 129 198 76 121 3 4 231 23 Cupertino -96 199 11 0-217 9 0 465 Gilroy 225 2392 673 259 492 0 0 6 Los Altos 0 0 2 50 13 5 0 0 Los Altos Hills 0 0 0 0 0 0 0 0 Los Gatos 1053 50 360-3 28 17 32 203 Milpitas 332 66 21 198-1414 309-142 1,536 Monte Sereno 0 0 0 0 0 0 0 0 Morgan Hill 1298 806 231 478 2231 152 108-16 Mountain View 357-798 408 1114-228 209-782 -1,102 Palo Alto 324 65-14 -197-438 -201 193-58 San Jose 15963 1325 19237 3796 0-792 455 861 Santa Clara 1083 763 9 56 57-251 1748 9,199 Santa Clara County 364 215 201 268 0 57 3,413 0 Saratoga 0 0 0 0-848 0 0 1,034 Sunnyvale 2618-996 -196 3312 2973 5841-120 256 Total 23746 5281 21215 9451 2651 5359 5,137 12,407 CHAPTER 2 LAND USE 19

Land Use Analysis Table 2.2 summarizes land use changes that occurred during fiscal year 2008/09. Member Agencies approved 5,154 residential units, a 61 percent decline from previous years. San Jose constitutes the majority of approvals made with several projects that proposed 200 or more units. However, Mountain View approved the largest-sized development with 1,117 units (South Whisman). Sunnyvale and Milpitas also approved several mid-sized projects. As shown in Table 2.3, a total of 12,407 jobs were estimated as a result of commercial and industrial land use approvals. Compared to the 5,137 estimated jobs in 2008, job change estimates have more than doubled since the previous year mostly due to the approval of several large projects in Santa Clara: 1.9 million square feet of office and high-tech lab buildings at the San Tomas Business Park Campus, 2 million square feet of office/retail space at the Augustine Bowers Industrial Campus, and approximately 600,000 square feet of office/retail space at the Regency Plaza on Mission College Boulevard. Proximity to Cores, Corridors and Station Areas In 2003, VTA in partnership with Member Agencies developed the Community Design & Transportation (CDT) program to provide best practices for land use and transportation. The CDT program established a framework of Cores, Corridors and Station Areas as priority areas identified by VTA and Member Agencies for targeting future growth and transportation investments. These areas are most likely to benefit from concentrated development due to its location near major transit corridors. Based on land use data submitted by Member Agencies, a spatial analysis was conducted to determine the proximity of new developments to the Cores, Corridors and Station Areas. Proximity is defined as a 1/3 mile within major transit stations and a ¼ mile buffer from the cores and future Bus Rapid Transit (BRT) corridors. The purpose of the spatial analysis is to illustrate where housing and employment growth is likely to occur and the trend over time. 20 CHAPTER 2 LAND USE

Of the 5,154 total residential units approved, 3,498 of those approved units were located in the proximity of the Cores, Corridors and Station Areas. As shown in Table 2.4 and Figure 2.1, 68 percent of the potential growth in housing is planned near the targeted areas for development. Job estimates measure the potential number of jobs created or lost as a result of commercial/industrial approvals. As shown in Table 2.4 and Figure 2.2, It is estimated that of 12,407 estimated jobs, 112 jobs or less than 1 percent, were located near Cores, Corridors and Station Areas. Job estimates are shown as a net change which accounts for land use changes that results in both employments lost and gained. TABLE 2.4 LAND USE APPROVALS NEAR CORES CORRIDORS AND STATION AREAS Units Approved Percent Change Job Change Estimates Percent Change Within Cores, Corridors and Station Areas 3,498 67.9% 112 0.9% Total Land Use Approvals 5,154 12,407 CHAPTER 2 LAND USE 21

FIGURE 2.1 APPROVED HOUSING UNITS (YEAR 2009 NET CHANGE) IN VTA S CORES CORRIDORS AND STATION AREAS 22 CHAPTER 2 LAND USE

FIGURE 2.2 APPROVED JOBS (YEAR 2009 NET CHANGE) IN VTA S CORES CORRIDORS AND STATION AREAS CHAPTER 2 LAND USE 23

CHAPTER 3 FREEWAYS 24 CHAPTER 3 FREEWAYS

Introduction VTA collects level of service data for all freeway segments in Santa Clara County. There are approximately 155 miles of freeway in Santa Clara County. Two travel directions for each freeway segment produce 310 directional miles and multiple lanes per travel direction yield 860 mixed-flow and 176 lane miles. The data identifies deficient freeway segments those segments that operate below the CMP standard of LOS E since monitoring began in 1991. This chapter presents an analysis of traffic conditions during the AM and PM peak periods as well as documents the gateway flow counts in Santa Clara County. For this analysis, mixed-flow lanes and HOV lanes are treated as separate facilities. Freeway Segment Methodology Since 1997, VTA has used aerial photography to directly collect vehicle density data and use that data to determine freeway segment Level of Service (LOS). Aerial photographs were taken of each freeway segment during the morning and evening commute hours. The morning flights occurred on September 9th, 10th and 15th from 6:15 to 9:45AM. The evening flights occurred on September 9th and 10th from 3:15 to 6:45PM. Using two flight patterns, each freeway segment was photographed once every 40 minutes resulting in 16 sets of photographs eight morning and eight evening for each freeway segment. The photos were analyzed to determine vehicle density for each freeway segment. Photos that may show atypical traffic conditions due to isolated incidents were disqualified from analysis. The photo showing the greatest density is selected as representative of peak congestion. From several speed-density curves researched and reviewed by VTA staff in 2001, the single-regime curved based on the Van Aerde equation shown in Figure 3.1 was selected to estimate travel speed and level of service from vehicle density. Level of service ratings are determined in accordance with VTA s Level of Service Analysis Guidelines (June 2003), which adopts the Highway Capacity Manual s (2000) density thresholds for LOS A/B, B/C and C/D. The D/E and E/F thresholds are calibrated for Santa Clara County conditions. Table 3.1 provides a description of the freeway level of service thresholds. CHAPTER 3 FREEWAYS 25

TABLE 3.1 FREEWAY LEVEL OF SERVICE THRESHOLDS AND DESCRIPTIONS Density LOS [cars/mile/lane] Description A density < 11.0 Free Flow. Vehicles are completely unimpeded in their ability to maneuver within the traffic stream. The effects of minor incidents are easily absorbed. Reasonably Free Flow. The ability to maneuver within the traffic stream is B 11.0 < density < 18.0 only slightly restricted, and the general level of physical and psychological comfort provided to drivers is still high. The effects of minor incidents are easily absorbed. Stable Flow. Flows are approaching the range where small increases in C 18.0 < density < 26.0 traffic flows will cause substantial deterioration in service. Freedom to maneuver within the traffic stream is noticeably restricted, and lane changes require additional care and vigilance by the driver. Minor incidents may still be absorbed, but the local deterioration in service will be substantial. Queues may be expected to form behind any significant blockage. Unstable Flow. Small increases in traffic flows cause substantial deterioration in service. Freedom to maneuver within the traffic stream is severely D 26.0 < density < 46.0 limited, and the driver experiences drastically reduced physical and psychological comfort levels. Even minor incidents can be expected to create substantial queuing because the traffic stream has little space to absorb disruptions. E 46.0 < density < 58.0 Capacity Flow. Operations are extremely unstable, because there are virtually no usable gaps in the traffic stream. Any incident can be expected to produce a serious breakdown with extensive queuing. F 58.0 < density Forced Flow. Level of service F describes forced or breakdown flow. Such conditions generally exist within queues forming behind breakdown points. Such breakdowns occur for a number of reasons: a temporary reduction in capacity caused by a traffic incident, or a recurring point of congestion caused by a merge, a weave segment, or lane drop. 26 CHAPTER 3 FREEWAYS

FIGURE 3.1 VAN AERDE CURVE Vehicle Speed 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 Vehicle Density LOS A LOS B LOS C LOS D LOS E LOS F Speed-Throughput Relationship It is important to note that a change in vehicle volumes is not an indication of an increase or decrease in roadway demand. Traffic engineering theory states that freeways carry the highest volumes of traffic, or achieve close to optimal flow when traffic speeds are around 30 to 35 miles per hour. At this speed, a combination of moderate speed and high vehicle density results in more vehicles passing a given count location. Above 35 miles per hour, the increasing gap between speeding vehicles decreases vehicle density and therefore, the flow rate. Below this speed, traffic is denser but the slower speeds mean fewer vehicles are passing the count location. This results in increased vehicle density despite lower vehicle counts. CHAPTER 3 FREEWAYS 27

When considering the relationship between vehicle speed and vehicle volume, it should be noted that vehicle volume alone is not indicative of a change in roadway operations. Rather, increased vehicle volumes may reflect travel speeds that are approaching optimal flow, or speeds around 30-35 miles per hour. Deficient Freeway Segments In 2009, 105 freeway segments (out of 266 total segments) operated at LOS F in either the AM or PM peak periods. This means 104 directional miles (out of 313 directional miles) and 295.8 lane miles (out of 860 lane miles) operated at LOS F at some point during the day. Freeway segments that operated at LOS F when monitoring began in 1991 are grandfathered and are not considered nonconforming based on current LOS operations. Of the 51 AM and 60 PM freeway segments that operated at LOS F, 21 AM and 28 PM freeway segments operated at LOS F in 1991 and are exempt from meeting the LOS E standard. The remaining 30 AM and 32 PM freeway segments are considered deficient and amounts to 89 deficient lane miles in the AM period and 88 deficient lane miles in the PM peak period. During the 2009 AM peak period, 51 freeway segments operated at LOS F. This translates to 50.8 directional miles/124.5 lane miles operating at LOS F during the AM peak period a decrease from 2008 when 64 freeway segments operated at LOS F totaling 61.1 directional miles/164.9 lane miles. During the 2009 PM peak period, 60 freeway segments operated at LOS F compared to the previous year which recorded 70 freeway segments at LOS F. This amounts to 56.9 directional miles/157.3 lane miles also a decrease from 2008 which counted 80.1 directional miles/223.2 lane miles. 28 CHAPTER 3 FREEWAYS

Freeway Level of Service Trends Since 1991, freeway data has been collected to monitor level service operations for each freeway segment. Prior to using aerial photography, floating vehicle techniques were used to collect travel speed data and freeway traffic counts. Beginning in 1997, aerial photography has been used to replace the floating car method of data collection. This approach allows for the collection of a more robust and comprehensive set of traffic data. Figures 3.2 3.5 presents the overall freeway level of service data collected since 1997. This method of collecting data identifies the most congested periods for each freeway segment and determines the appropriate level of service rating. Since different freeway segments reach maximum congestion at different times, the data reported is not representative of freeway operation at any given moment. Rather, it is a compendium of the most likely congested periods. In terms of lane miles, the size of the freeway system has expanded since 1997. Also, before 2001, portions of US 101 in South County were not monitored. As such, the number of lane miles monitored has varied yearly. The total number of lane miles measured is indicated in the following graphs. Freeway data was not collected in 1999 or 2003. CHAPTER 3 FREEWAYS 29

Mixed-Flow Level of Service Analysis In 2009, there were 860 mixed-flow lane miles of freeways in the county. Of the 860 total lane miles, 138 (16%) and 157 (18%) lane miles operated at LOS F in the AM and PM peak periods, respectively. Compared to 2008, 164 AM and 177 PM lane miles operated at LOS F. For both the AM and PM peak periods, the number of lane miles operating at LOS A, LOS C and LOS E increased and LOS B and LOS F decreased compared to the previous year. For both the AM and PM peak periods, a larger percent of lane miles operated at LOS C, LOS D and LOS E and a smaller percentage operated at LOS B and LOS F. As shown in Figures 3.2 and 3.3, the 2009 data continues the trend of decreasing lane miles operating at LOS F during the AM and PM peak periods. 30 CHAPTER 3 FREEWAYS

FIGURE 3.2 OVERALL FREEWAY LEVEL OF SERVICE 1997 TO 2009 - MIXED FLOW, AM (LANE MILES) 100% 80% LOS A LOS B LOS C LOS D LOS E LOS F 60% 40% 20% 0% 863.2 MILES MEASURED 863.2 MILES MEASURED 863.2 MILES MEASURED 863.2 MILES MEASURED 857.3 MILES MEASURED 857.3 MILES MEASURED 851.4 MILES MEASURED 851.4 MILES MEASURED 723.7 MILES MEASURED 723.7 MILES MEASURED 798.4 MILES MEASURED 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 LOS A 431.6 298.6 ND 238.0 497.7 510.8 ND 4.1 6.1 18.5 18.0 8.3 15.2 LOS B 97.5 141.3 ND 132.6 30.2 43.4 ND 125.2 100.7 121.2 119.2 174.5 170.5 LOS C 35.4 35.9 ND 40.5 23.3 11.3 ND 212.4 241.7 208.6 163.1 179.9 189.7 LOS D 45.1 25.7 ND 34.6 49.9 32.8 ND 272.3 227.7 259.8 292.2 269.5 268.6 LOS E 35.8 38.3 ND 9.5 53.4 68.5 ND 72.9 103.4 49.9 57.6 52.6 72.9 LOS F 128.8 162.8 ND 244.2 155.3 146.4 ND 151.5 163.5 191.6 198.8 164.9 138.2 FIGURE 3.3 OVERALL FREEWAY LEVEL OF SERVICE 1997 TO 2009 - MIXED FLOW, PM (LANE MILES) 100% 80% LOS A LOS B LOS C LOS D LOS E LOS F 60% 40% 20% 0% 863.2 MILES MEASURED 863.2 MILES MEASURED 863.2 MILES MEASURED 863.2 MILES MEASURED 857.3 MILES MEASURED 857.3 MILES MEASURED 851.4 MILES MEASURED 851.4 MILES MEASURED 723.7 MILES MEASURED 792.5 MILES MEASURED 798.4 MILES MEASURED 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 LOS A 243.3 274.2 ND 213.8 470.1 466.4 ND 1.5 1.5 3.7 0.5 4.0 4.8 LOS B 150.8 81.1 ND 143.7 25.1 27.0 ND 64.3 63.8 77.6 85.7 100.6 71.8 LOS C 43.6 28.1 ND 43.1 27.4 25.4 ND 247.7 265.6 244.6 169.7 254.6 280.9 LOS D 31.3 52.1 ND 25.3 30.6 28.2 ND 279.7 257.5 254.9 292.7 245.2 257 LOS E 37.2 11.3 ND 37.1 86.4 76.0 ND 76.4 79.1 72.1 77.1 69.3 82.2 LOS F 187.8 256.0 ND 236.4 170.2 190.3 ND 168.8 175.5 196.7 223.2 175.8 162.4 CHAPTER 3 FREEWAYS 31

HOV Level of Service Analysis There are 175 lane miles of HOV lanes throughout the freeway network in Santa Clara County. In 2009, 9 HOV and 2 HOV lane miles operated at LOS F in the AM and PM peak periods, representing 5% and 1% of the total HOV system. Compared to 2008, the 2009 data shows an increase in the number of lane miles operating at LOS B, LOS C and LOS E and decreases in LOS A, LOS D and LOS F in the AM peak period. For the PM peak period of the same year, an increase in the number of lane miles operated at LOS B, LOS C, LOS D and LOS F and decreased for LOS A and LOS E. As shown in Figures 3.4 and 3.5, HOV operates at a much higher level of service compared to mixed-flow lanes. Overall, the 2009 level of service data for HOV lanes remain relatively close to numbers recorded in the past five years. For lanes miles operating at LOS F, the number has decreased in the AM peak period and remained the same for the PM peak period this year. It should be noted that in 2005, California State Law went into effect allowing up to 75,000 (and later extended to 85,000) hybrid vehicles to use carpool lanes across the state. Hybrid drivers were exempted from the two-passenger minimum for carpool lanes. Though it is not possible to determine the extent to which the hybrid vehicles affected the HOV level of service, they are, regardless, a factor in determining the level of service. The legislation permitting solo-hybrid drivers in carpool lanes is set to expire on January 1, 2011. Freeway Level of Service Tables Tables 3.2 and 3.3 show the level of service by freeway segment collected in the fall of 2009. Max Density refers to the greatest recorded vehicle density (cars per mile per lane). Speed correlates to density and is determined using the Van Aerde curve. Flow is estimated from these values and represents the hourly estimated vehicle volume. 32 CHAPTER 3 FREEWAYS

FIGURE 3.4 OVERALL FREEWAY LEVEL OF SERVICE 1997 TO 2009 - HOV, AM (LANE MILES) 100% 80% LOS A LOS B LOS C LOS D LOS E LOS F 60% 40% 20% 0% 175.2 MILES MEASURED 175.2 MILES MEASURED 175.2 MILES MEASURED 161.4 MILES MEASURED 154.9 MILES MEASURED 147.4 MILES MEASURED 133.8 MILES MEASURED 133.8 MILES MEASURED 133.8 MILES MEASURED 130.4 MILES MEASURED 130.4 MILES MEASURED 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 LOS A 117.9 124.3 ND 88.5 102.8 95.9 ND 53.1 45.3 51.0 56.1 64.6 59.9 LOS B 5.8 2.3 ND 20.7 1.9 4.2 ND 25.8 28.5 21.0 22.8 21.3 30.6 LOS C 0.0 1.3 ND 5.3 1.3 4.7 ND 17.2 23.7 21.7 33.3 24.6 29.4 LOS D 1.4 1.6 ND 4.0 3.8 5.5 ND 32.6 34.3 38.8 39.2 37.7 35.5 LOS E 2.1 0.0 ND 2.3 10.0 11.3 ND 10.9 9.1 13.0 10.4 8.0 10.5 LOS F 3.6 1.4 ND 13.4 14.3 12.6 ND 8.3 14.2 15.9 13.5 18.9 9.4 FIGURE 3.5 OVERALL FREEWAY LEVEL OF SERVICE 1997 TO 2009 - HOV, PM (LANE MILES) 100% 80% LOS A LOS B LOS C LOS D LOS E LOS F 60% 40% 20% 0% 175.2 MILES MEASURED 175.2 MILES MEASURED 175.2 MILES MEASURED 161.4 MILES MEASURED 154.9 MILES MEASURED 147.4 MILES MEASURED 133.8 MILES MEASURED 133.8 MILES MEASURED 133.8 MILES MEASURED 130.4 MILES MEASURED 130.4 MILES MEASURED 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 LOS A 121.1 116.1 ND 104.4 121.9 122.2 ND 58.9 55.1 56.2 64.5 66.8 61.8 LOS B 7.0 7.6 ND 17.2 5.6 4.2 ND 40.3 33.7 36.5 29.0 30.7 46.6 LOS C 1.2 0.0 ND 3.5 0.4 0.7 ND 31.4 35.8 19.6 27.8 37.4 29.5 LOS D 0.0 0.6 ND 0.5 1.6 3.4 ND 16.6 27.0 40.3 42.3 33.6 33.8 LOS E 0.8 1.6 ND 0.3 1.7 0.5 ND 1.7 1.2 3.8 10.7 4.8 1.5 LOS F 0.6 5.0 ND 8.3 2.9 3.2 ND 1.4 2.1 5.2 0.9 1.9 2 CHAPTER 3 FREEWAYS 33

Capitol Expwy Tully Rd Monterey Rd 101 237 Stevens Creek Blvd El Camino Real 85 17 280 880 87 680 Murphy Ave 101 Almaden Expwy Caribbean Dr Montague Expwy Central Expwy Lawrence Expwy San Tomas Expwy De Anza Blvd Foothill Expwy FIGURE 3.6 2009 FREEWAY LOS - AM MIXED FLOW Page Mill/Oregon Expwy SOUTH COUNTY 101 152 152 25 N Santa Teresa Blvd LOS A LOS B LOS C LOS D LOS E LOS F 34 CHAPTER 3 FREEWAYS

Capitol Expwy Tully Rd Monterey Rd 101 237 Stevens Creek Blvd El Camino Real 85 17 280 880 87 680 Murphy Ave 101 Almaden Expwy Caribbean Dr Montague Expwy Central Expwy Lawrence Expwy San Tomas Expwy De Anza Blvd Foothill Expwy FIGURE 3.7 2009 FREEWAY LOS - PM MIXED FLOW Santa Teresa Blvd LOS A LOS B LOS C LOS D LOS E LOS F Page Mill/Oregon Expwy SOUTH COUNTY 101 152 152 25 N CHAPTER 3 FREEWAYS 35

Capitol Expwy Tully Rd Monterey Rd 280 101 Stevens Creek Blvd El Camino Real 85 237 101 17 880 87 680 Murphy Ave 101 Almaden Expwy Montague Expwy Central Expwy Lawrence Expwy San Tomas Expwy Caribbean Dr De Anza Blvd Foothill Expwy FIGURE 3.8 2009 FREEWAY LOS - AM HOV Page Mill/Oregon Expwy SOUTH COUNTY 101 152 152 25 N Santa Teresa Blvd LOS A LOS B LOS C LOS D LOS E LOS F 36 CHAPTER 3 FREEWAYS

Capitol Expwy Tully Rd Monterey Rd 101 237 Stevens Creek Blvd El Camino Real 85 17 280 880 87 680 Murphy Ave 101 Almaden Expwy Caribbean Dr Montague Expwy Central Expwy Lawrence Expwy San Tomas Expwy De Anza Blvd Foothill Expwy FIGURE 3.9 2009 FREEWAY LOS - PM HOV Santa Teresa Blvd LOS A LOS B LOS C LOS D LOS E LOS F Page Mill/Oregon Expwy SOUTH COUNTY 101 152 152 25 N CHAPTER 3 FREEWAYS 37

TABLE 3.2 2009 FREEWAY LOS - AM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV SR 17 NB Summit Rd Bear Creek 4.06 2 2 0 07:20-07:40 72 F 25 3600 SR 17 NB Bear Creek Saratoga 2.90 2 2 0 07:20-07:40 41 D 54 4430 SR 17 NB Saratoga Lark Ave 1.81 2 2 0 08:40-09:00 42 D 52 4370 SR 17 NB Lark Ave SR 85 0.46 2 2 0 08:20-08:40 30 D 65 3900 SR 17 NB SR 85 San Tomas / Camden 1.17 3 3 0 08:40-09:00 40 D 55 6600 SR 17 NB San Tomas / Camden Hamilton 1.82 3 3 0 07:40-08:00 67 F 28 5630 SR 17 NB Hamilton I-280 1.61 3 3 0 07:20-07:40 46 D 47 6490 SR 85 NB US 101 Cottle Rd 1.79 3 2 1 07:20-07:40 18 13 B B 67 67 2400 880 SR 85 NB Cottle Rd Blossom Hill Rd 1.96 3 2 1 07:40-08:00 26 19 C C 66 66 3440 1260 SR 85 NB Blossom Hill Rd SR 87 1.27 3 2 1 07:20-07:40 29 18 D B 65 67 3770 1210 SR 85 NB SR 87 Almaden Expwy 0.94 3 2 1 08:20-08:40 77 31 F D 23 65 3550 2020 SR 85 NB Almaden Expwy Camden Ave 1.97 3 2 1 08:20-08:40 67 54 F E 28 38 3760 2060 SR 85 NB Camden Ave Union Ave 1.17 3 2 1 07:20-07:40 64 52 F E 30 40 3840 2080 SR 85 NB Union Ave S. Bascom Ave 1.13 3 2 1 07:20-07:40 36 23 D C 61 66 4400 1520 SR 85 NB S. Bascom Ave SR 17 0.27 3 2 1 07:40-08:00 42 33 D D 52 64 4370 2120 SR 85 NB SR 17 Winchester Blvd 0.50 3 2 1 09:00-09:20 88 100 F F 18 14 3170 1400 SR 85 NB Winchester Blvd Saratoga Ave 2.68 3 2 1 07:20-07:40 63 56 F E 31 36 3910 2020 SR 85 NB Saratoga Ave Saratoga-Sunnyvale Rd 2.19 3 2 1 08:00-08:20 35 24 D C 62 66 4340 1590 SR 85 NB Saratoga-Sunnyvale Rd Stevens Creek Blvd 1.83 3 2 1 08:20-08:40 60 26 F C 33 66 3960 1720 SR 85 NB Stevens Creek Blvd I-280 0.75 3 2 1 08:20-08:40 120 50 F E 9 42 2160 2100 SR 85 NB I-280 W. Homestead Rd 0.34 3 2 1 08:20-08:40 99 141 F F 14 6 3330 850 SR 85 NB W. Homestead Rd W. Fremont Ave 1.00 3 2 1 08:20-08:40 79 71 F F 22 26 3480 1850 SR 85 NB W. Fremont Ave EL Camino Real 1.89 3 2 1 09:00-09:20 66 61 F F 29 32 3830 1960 SR 85 NB EL Camino Real SR 237 0.41 3 2 1 09:00-09:20 59 29 F D 34 65 4020 1890 SR 85 NB SR 237 Central Expwy 0.47 3 2 1 07:20-07:40 21 22 C C 66 66 2780 1460 SR 85 NB Central Expwy US 101 1.24 3 2 1 08:00-08:20 39 12 D B 57 67 4450 810 38 CHAPTER 3 FREEWAYS

TABLE 3.2 2009 FREEWAY LOS - AM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV SR 87 NB SR 85 Capitol Expwy 1.09 3 2 1 09:00-09:20 17 21 B C 67 66 2270 1390 SR 87 NB Capitol Expwy Curtner 1.49 3 2 1 08:20-08:40 67 37 F D 28 59 3760 2190 SR 87 NB Curtner Almaden Rd 0.73 3 2 1 08:40-09:00 82 83 F F 20 20 3280 1660 SR 87 NB Almaden Rd Alma Ave 0.69 3 2 1 08:20-08:40 59 44 F D 34 50 4020 2200 SR 87 NB Alma Ave I-280 0.90 3 2 1 09:00-09:20 48 46 E D 45 47 4320 2170 SR 87 NB I-280 Julian St 0.96 3 2 1 08:40-09:00 33 32 D D 64 64 4230 2050 SR 87 NB Julian St Coleman AVE 0.38 3 2 1 07:40-08:00 57 21 E C 36 66 4110 1390 SR 87 NB Coleman St Taylor St 0.41 3 2 1 08:20-08:40 45 31 D D 48 65 4320 2020 SR 87 NB Taylor St Skyport Dr 1.87 3 2 1 08:40-09:00 29 17 D B 65 67 3770 1140 SR 87 NB Skyport Dr US 101 0.67 3 2 1 08:40-09:00 45 17 D B 48 67 4320 1140 US 101 NB SR 156 SR 129 1.78 2 2 0 08:00-08:20 11 A 67 1480 US 101 NB SR 129 Betabel Rd 1.61 2 2 0 08:40-09:00 19 C 66 2510 US 101 NB Betabel Rd Bloomfield Ave 4.15 2 2 0 09:00-09:20 16 B 67 2130 US 101 NB Bloomfield Ave Monterey Rd 1.85 2 2 0 06:20-06:40 33 D 64 4230 US 101 NB Monterey Rd Pacheco Pass Hwy 1.11 3 3 0 07:40-08:00 16 B 67 3200 US 101 NB Pacheco Pass Hwy Leavesley Road 1.46 3 3 0 07:40-08:00 18 B 67 3600 US 101 NB Leavesley Road Buena Vista Ave 1.60 3 3 0 06:20-06:40 20 C 66 3960 US 101 NB Buena Vista Ave Masten Ave 1.16 3 3 0 07:00-07:20 23 C 66 4560 US 101 NB Masten Ave San Martin Ave 2.17 3 3 0 06:20-06:40 26 C 66 5150 US 101 NB San Martin Ave Tennant Ave 3.55 3 3 0 07:20-07:40 39 D 57 6670 US 101 NB Tennant Ave East Dunne Ave 0.96 3 3 0 07:20-07:40 52 E 40 6240 US 101 NB East Dunne Ave Cochrane Rd 1.82 3 3 0 08:00-08:20 50 E 42 6300 US 101 NB Cochrane Rd Burnett Ave (Lane Drop) 0.87 4 3 1 06:20-06:40 34 16 D B 63 67 6430 1080 US 101 NB Burnett Ave (Lane Drop) Sheller Ave 2.57 4 3 1 07:00-07:20 26 21 C C 66 66 5150 1390 US 101 NB Sheller Ave Lane Drop (SB) 4.32 4 3 1 07:00-07:20 27 23 D C 66 66 5310 1520 US 101 NB Lane Drop (SB) SR 85 1.00 4 3 1 06:20-06:40 29 14 D B 65 67 5660 940 CHAPTER 3 FREEWAYS 39

TABLE 3.2 2009 FREEWAY LOS - AM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV US 101 NB SR 85 Bernal Rd 0.20 4 3 1 06:20-06:40 35 30 D D 62 65 6510 1950 US 101 NB Bernal Rd Silver Creek Valley Rd 1.48 4 3 1 06:20-06:40 29 14 D B 65 67 5660 940 US 101 NB Silver Creek Valley Rd Hellyer Ave 1.84 4 3 1 07:40-08:00 65 15 F B 29 67 5660 1010 US 101 NB Hellyer Ave Yerba Buena Rd 0.90 4 3 1 07:40-08:00 52 28 E D 40 66 6240 1850 US 101 NB Yerba Buena Rd Capitol Expwy 0.80 4 3 1 08:00-08:20 54 18 E B 38 67 6160 1210 US 101 NB Capitol Expwy Tully Rd 1.33 4 3 1 07:40-08:00 69 33 F D 27 64 5590 2120 US 101 NB Tully Rd Story Rd 1.46 4 3 1 06:20-06:40 40 36 D D 55 61 6600 2200 US 101 NB Story Rd I-280 0.38 4 3 1 06:20-06:40 22 21 C C 66 66 4360 1390 US 101 NB I-280 Santa Clara St 0.88 4 3 1 08:40-09:00 34 26 D C 63 66 6430 1720 US 101 NB Santa Clara St McKee Rd 0.39 4 3 1 08:00-08:20 73 33 F D 25 64 5480 2120 US 101 NB McKee Rd Oakland Rd 1.58 4 3 1 08:00-08:20 68 54 F E 27 38 5510 2060 US 101 NB Oakland Rd I-880 0.57 4 3 1 06:20-06:40 50 33 E D 42 64 6300 2120 US 101 NB I-880 Old Bayshore Hwy 0.50 4 3 1 07:40-08:00 33 28 D D 64 66 6340 1850 US 101 NB Old Bayshore Hwy N. First St 0.49 4 3 1 07:40-08:00 64 36 F D 30 61 5760 2200 US 101 NB N. First St Guadalupe Pkwy 0.64 4 3 1 07:40-08:00 63 65 F F 31 29 5860 1890 US 101 NB Guadalupe Pkwy De La Cruz Blvd 0.77 4 3 1 09:00-09:20 81 77 F F 21 23 5110 1780 US 101 NB De La Cruz Blvd Montague Expwy / Santa 1.28 4 3 1 08:00-08:20 49 39 E D 43 57 6330 2230 Tomas Expwy US 101 NB Montague Expwy / Santa Bowers Ave / Great 0.75 4 3 1 06:20-06:40 36 33 D D 61 64 6590 2120 Tomas Expwy America Pkwy US 101 NB Bowers Ave / Great Lawrence Expwy 1.12 4 3 1 07:40-08:00 38 25 D C 58 66 6620 1650 America Pkwy US 101 NB Lawrence Expwy N. Fair Oaks Ave 0.98 4 3 1 06:20-06:40 33 29 D D 64 65 6340 1890 US 101 NB N. Fair Oaks Ave N. Mathilda Ave 0.85 4 3 1 07:00-07:20 37 16 D B 59 67 6550 1080 US 101 NB N. Mathilda Ave SR 237 0.35 4 3 1 07:00-07:20 39 42 D D 57 52 6670 2190 US 101 NB SR 237 Moffett Blvd 1.68 4 3 1 09:00-09:20 79 78 F F 22 22 5220 1720 40 CHAPTER 3 FREEWAYS

TABLE 3.2 2009 FREEWAY LOS - AM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV US 101 NB Moffett Blvd SR 85 0.33 4 3 1 09:00-09:20 93 95 F F 16 15 4470 1430 US 101 NB SR 85 N. Shoreline Blvd 0.38 4 3 1 09:00-09:20 74 80 F F 24 21 7110 1680 US 101 NB N. Shoreline Blvd Rengstorff Ave 1.01 4 3 1 08:00-08:20 94 74 F F 16 24 4520 1780 US 101 NB Rengstorff Ave San Antonio Ave 0.71 4 3 1 08:00-08:20 75 52 F E 24 40 5400 2080 US 101 NB San Antonio Ave Oregon Expwy 1.85 4 3 1 07:00-07:20 47 37 E D 46 59 6490 2190 US 101 NB Oregon Expwy Embarcadero Rd 0.15 4 3 1 07:00-07:20 64 33 F D 30 64 5760 2120 SR 237 EB El Camino Real SR 85 0.40 2 2 0 08:00-08:20 32 D 64 4100 SR 237 EB SR 85 Central Pkwy 0.63 2 2 0 08:40-09:00 68 F 27 3680 SR 237 EB Central Pkwy Maude Ave 0.80 2 2 0 08:40-09:00 40 D 55 4400 SR 237 EB Maude Ave US 101 0.71 2 2 0 08:40-09:00 26 C 66 3440 SR 237 EB US 101 Mathilda Ave 0.53 2 2 0 08:20-08:40 36 D 61 4400 SR 237 EB Mathilda Ave N. Fair Oaks Ave 0.96 3 2 1 08:40-09:00 36 14 D B 61 67 4400 940 SR 237 EB N. Fair Oaks Ave Lawrence Expwy 0.63 3 2 1 08:40-09:00 48 12 E B 45 67 4320 810 SR 237 EB Lawrence Expwy Great America Pkwy 1.27 3 2 1 08:40-09:00 39 20 D C 57 66 4450 1320 SR 237 EB Great America Pkwy N. First St 1.00 3 2 1 08:40-09:00 37 15 D B 59 67 4370 1010 SR 237 EB N. First St Zanker Rd 1.61 3 2 1 08:40-09:00 32 20 D C 64 66 4100 1320 SR 237 EB Zanker Rd McCarthy Blvd 0.94 3 2 1 07:40-08:00 23 9 C A 66 67 3040 610 SR 237 EB McCarthy Blvd I-880 0.40 3 2 1 07:40-08:00 14 B 67 2800 I-280 EB Alpine Rd Page Mill Rd 2.25 4 4 0 09:00-09:20 20 C 66 5280 I-280 EB Page Mill Rd La Barranca Rd 1.73 4 4 0 09:00-09:20 17 B 67 4530 I-280 EB La Barranca Rd El Monte Rd 1.60 4 4 0 08:00-08:20 13 B 67 3460 I-280 EB El Monte Rd Magdalena Ave 0.95 4 4 0 09:00-09:20 16 B 67 4260 I-280 EB Magdalena Ave Foothill Expwy 2.65 4 3 1 09:00-09:20 18 3 B A 67 67 3600 210 I-280 EB Foothill Expwy SR 85 0.70 4 3 1 09:00-09:20 17 2 B A 67 67 3400 140 I-280 EB SR 85 De Anza Blvd 1.31 4 3 1 08:00-08:20 26 7 C A 66 67 5150 470 I-280 EB De Anza Blvd Wolfe Rd 1.06 4 3 1 08:00-08:20 30 3 D A 65 67 5850 210 CHAPTER 3 FREEWAYS 41

TABLE 3.2 2009 FREEWAY LOS - AM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV I-280 EB Wolfe Rd Lawrence Expwy 1.24 4 3 1 08:00-08:20 27 27 D D 66 66 5310 1790 I-280 EB Lawrence Expwy Saratoga Ave 1.19 4 3 1 08:20-08:40 40 15 D B 55 67 6600 1010 I-280 EB Saratoga Ave Winchester Blvd 1.37 4 3 1 08:00-08:20 35 11 D A 62 67 6510 740 I-280 EB Winchester Blvd I-880 0.55 4 3 1 08:00-08:20 24 7 C A 66 67 4760 470 I-280 EB I-880 Meridian Ave 1.40 5 4 1 08:00-08:20 25 4 C A 66 67 4950 270 I-280 EB Meridian Ave Bird Ave 1.07 4 4 0 08:20-08:40 39 D 57 8900 I-280 EB Bird Ave SR 87 0.35 4 4 0 07:00-07:20 23 C 66 6080 I-280 EB SR 87 10th St 1.20 4 4 0 08:00-08:20 20 C 66 5280 I-280 EB 10th St McLaughlin Ave 0.92 4 4 0 08:00-08:20 19 C 66 5020 I-280 EB McLaughlin Ave US 101 0.37 4 4 0 08:20-08:40 20 C 66 5280 I-680 NB US 101 King Rd 0.40 4 4 0 08:20-08:40 18 B 67 4790 I-680 NB King Rd Capitol Expwy 1.00 4 4 0 08:00-08:20 27 D 66 7080 I-680 NB Capitol Expwy Alum Rock Ave 0.31 4 4 0 08:20-08:40 26 C 66 6870 I-680 NB Alum Rock Ave McKee Rd 0.64 4 4 0 07:20-07:40 30 D 65 7800 I-680 NB McKee Rd Berryessa Rd 1.47 4 4 0 08:00-08:20 30 D 65 7800 I-680 NB Berryessa Rd Hostetter Rd 0.94 4 4 0 07:20-07:40 35 D 62 8680 I-680 NB Hostetter Rd Capitol Ave 0.31 4 4 0 07:20-07:40 29 D 65 7540 I-680 NB Capitol Ave Montague Expwy 1.00 4 4 0 08:00-08:20 37 D 59 8740 I-680 NB Montague Expwy Yosemite Dr 0.77 4 4 0 08:20-08:40 22 C 66 5810 I-680 NB Yosemite Dr Calaveras Blvd / SR 237 0.69 4 4 0 07:20-07:40 27 D 66 7080 I-680 NB Calaveras Blvd / SR 237 Jacklin Rd 0.85 3 3 0 07:20-07:40 23 C 66 4560 I-680 NB Jacklin Rd Scott Creek Rd 1.57 3 3 0 08:20-08:40 28 D 66 5510 I-880 NB I-280 Stevens Creek Blvd 0.41 3 3 0 08:20-08:40 55 E 37 6110 I-880 NB Stevens Creek Blvd N. Bascom Ave 0.84 3 3 0 08:20-08:40 68 F 27 5510 I-880 NB N. Bascom Ave The Alameda 0.82 3 3 0 08:40-09:00 82 F 20 4920 I-880 NB The Alameda Coleman Ave 0.59 3 3 0 08:20-08:40 84 F 19 4790 42 CHAPTER 3 FREEWAYS

TABLE 3.2 2009 FREEWAY LOS - AM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV I-880 NB Coleman Ave SR 87 0.51 3 3 0 08:20-08:40 81 F 21 5110 I-880 NB SR 87 N. 1st ST 0.40 3 3 0 09:20-09:40 40 D 55 6600 I-880 NB N. 1st ST US 101 0.49 3 3 0 08:20-08:40 67 F 28 5630 I-880 NB US 101 E. Brokaw Rd 1.29 3 3 0 08:20-08:40 58 E 35 6090 I-880 NB E. Brokaw Rd Montague Expwy 1.35 3 3 0 08:40-09:00 31 D 65 6050 I-880 NB Montague Expwy Great Mall Pkwy 0.98 3 3 0 08:00-08:20 26 C 66 5150 I-880 NB Great Mall Pkwy SR 237 0.72 3 3 0 06:40-07:00 29 D 65 5660 I-880 NB SR 237 Dixon Landing 1.99 5 4 1 08:40-09:00 19 12 C B 66 67 4270 810 SR 17 SB I-280 Hamilton 1.61 3 3 0 07:40-08:00 26 C 66 5150 SR 17 SB Hamilton San Tomas / Camden 1.82 3 3 0 08:20-08:40 21 C 66 4720 SR 17 SB San Tomas / Camden SR 85 1.17 3 3 0 08:40-09:00 17 B 67 3400 SR 17 SB SR 85 Lark Ave 0.46 2 2 0 07:20-07:40 19 C 66 2510 SR 17 SB Lark Ave Saratoga 1.81 2 2 0 08:40-09:00 28 D 66 3670 SR 17 SB Saratoga Bear Creek 2.90 2 2 0 08:00-08:20 15 B 67 2000 SR 17 SB Bear Creek Summit Rd 4.06 2 2 0 09:20-09:40 31 D 65 4030 SR 85 SB US 101 Central Expwy 1.24 3 2 1 07:20-07:40 16 6 B A 67 67 2130 410 SR 85 SB Central Expwy SR 237 0.47 3 2 1 09:20-09:40 15 7 B A 67 67 2000 470 SR 85 SB SR 237 El Camino Real 0.41 3 2 1 07:20-07:40 15 9 B A 67 67 2500 610 SR 85 SB El Camino Real W. Fremont Ave 1.89 3 2 1 08:20-08:40 30 4 D A 65 67 3900 270 SR 85 SB W. Fremont Ave W. Homestead Rd 1.00 3 2 1 08:20-08:40 30 6 D A 65 67 3900 410 SR 85 SB W. Homestead Rd I-280 0.41 3 2 1 08:20-08:40 18 4 B A 67 67 2400 270 SR 85 SB I-280 Stevens Creek Blvd 0.75 4 3 1 08:20-08:40 20 5 C A 66 67 3170 340 SR 85 SB Stevens Creek Blvd Saratoga-Sunnyvale Rd 1.83 3 2 1 07:40-08:00 19 4 C A 66 67 2510 270 SR 85 SB Saratoga-Sunnyvale Rd Saratoga Ave 2.19 3 2 1 07:40-08:00 18 5 B A 67 67 2400 340 SR 85 SB Saratoga Ave Winchester Blvd 2.68 3 2 1 08:00-08:20 25 9 C A 66 67 3300 610 SR 85 SB Winchester Blvd SR 17 0.50 3 2 1 07:20-07:40 20 10 C A 66 67 2640 670 CHAPTER 3 FREEWAYS 43

TABLE 3.2 2009 FREEWAY LOS - AM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV SR 85 SB SR 17 S. Bascom Ave 0.27 3 2 1 06:40-07:00 20 22 C C 66 66 2640 1460 SR 85 SB S. Bascom Ave Union Ave 1.13 3 2 1 09:00-09:20 20 12 C B 66 67 2640 810 SR 85 SB Union Ave Camden Ave 1.17 3 2 1 08:00-08:20 28 9 D A 66 67 3670 610 SR 85 SB Camden Ave Almaden Expwy 1.97 3 2 1 08:00-08:20 28 11 D A 66 67 3670 740 SR 85 SB Almaden Expwy SR 87 0.94 3 2 1 07:40-08:00 35 7 D A 62 67 4340 470 SR 85 SB SR 87 Blossom Hill Rd 1.27 3 2 1 07:40-08:00 30 7 D A 65 67 3900 470 SR 85 SB Blossom Hill Rd Cottle Rd 1.96 3 2 1 08:00-08:20 26 7 C A 66 67 3440 470 SR 85 SB Cottle Rd US 101 1.79 3 2 1 07:40-08:00 17 7 B A 67 67 2270 470 SR 87 SB US 101 Skyport Dr 0.67 3 2 1 08:20-08:40 20 2 C A 66 67 2640 140 SR 87 SB Skyport Dr Taylor St 1.87 3 2 1 08:40-09:00 14 3 B A 67 67 1870 210 SR 87 SB Taylor St Coleman St 0.41 3 2 1 07:40-08:00 29 4 D A 65 67 3770 270 SR 87 SB Coleman ave Julian St 0.38 3 2 1 09:20-09:40 19 5 C A 66 67 2510 340 SR 87 SB Julian St I-280 0.96 3 2 1 07:40-08:00 14 6 B A 67 67 1870 410 SR 87 SB I-280 Alma Ave 0.90 3 2 1 08:20-08:40 13 5 B A 67 67 1730 340 SR 87 SB Alma Ave Almaden Road 0.69 3 2 1 08:20-08:40 29 4 D A 65 67 3770 270 SR 87 SB Almaden Road Curtner 0.73 3 2 1 07:00-07:20 18 10 B A 67 67 2400 670 SR 87 SB Curtner Capitol Expwy 1.49 3 2 1 07:40-08:00 22 6 C A 66 67 2910 410 SR 87 SB Capitol Expwy SR 85 1.09 3 2 1 08:20-08:40 23 7 C A 66 67 3040 470 US 101 SB Embarcadero Rd Oregon Expwy 0.15 4 3 1 08:40-09:00 44 61 D F 50 32 6600 1960 US 101 SB Oregon Expwy San Antonio Ave 1.85 4 3 1 08:40-09:00 48 39 E D 45 57 6480 2230 US 101 SB San Antonio Ave Rengstorff Ave 0.71 4 3 1 07:40-08:00 32 30 D D 64 65 6150 1950 US 101 SB Rengstorff Ave N. Shoreline Blvd 1.01 4 3 1 08:00-08:20 35 32 D D 62 64 6510 2050 US 101 SB N. Shoreline Blvd SR 85 0.38 4 3 1 08:00-08:20 35 19 D C 62 66 6510 1260 US 101 SB SR 85 Moffett Blvd 0.33 4 3 1 08:00-08:20 37 17 D B 59 67 6550 1140 US 101 SB Moffett Blvd SR 237 1.68 4 3 1 08:00-08:20 34 21 D C 63 66 6430 1390 US 101 SB SR 237 N. Mathilda Ave 0.35 4 3 1 08:40-09:00 22 28 C D 66 66 4360 1850 44 CHAPTER 3 FREEWAYS

TABLE 3.2 2009 FREEWAY LOS - AM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV US 101 SB N. Mathilda Ave N. Fair Oaks Ave 0.85 4 3 1 08:00-08:20 32 14 D B 64 67 6150 940 US 101 SB N. Fair Oaks Ave Lawrence Expwy 0.98 4 3 1 08:00-08:20 25 16 C B 66 67 4950 1080 US 101 SB Lawrence Expwy Bowers Ave / Great 1.12 4 3 1 08:40-09:00 34 14 D B 63 67 6430 940 America Pkwy US 101 SB Bowers Ave / Great Montague Expwy / Santa 0.75 4 3 1 08:40-09:00 27 9 D A 66 67 5310 610 America Pkwy Tomas Expwy US 101 SB Montague Expwy / Santa De La Cruz Blvd 1.28 4 3 1 08:40-09:00 31 10 D A 65 67 6050 670 Tomas Expwy US 101 SB De La Cruz Blvd Guadalupe Pkwy 0.77 4 3 1 08:00-08:20 22 12 C B 66 67 4360 810 US 101 SB Guadalupe Pkwy N. First St 0.64 4 3 1 07:20-07:40 15 6 B A 67 67 3000 410 US 101 SB N. First St Old Bayshore Hwy 0.49 4 3 1 09:20-09:40 20 6 C A 66 67 3960 410 US 101 SB Old Bayshore Hwy I-880 0.50 4 3 1 08:00-08:20 16 12 B B 67 67 3200 810 US 101 SB I-880 Oakland Rd 0.57 4 3 1 06:20-06:40 18 7 B A 67 67 3600 470 US 101 SB Oakland Rd McKee Rd 1.58 4 3 1 07:20-07:40 20 6 C A 66 67 3960 410 US 101 SB McKee Rd Santa Clara St 0.39 4 3 1 08:40-09:00 17 2 B A 67 67 3400 140 US 101 SB Santa Clara St I-280 0.88 4 3 1 09:20-09:40 16 13 B B 67 67 3200 880 US 101 SB I-280 Story Rd 0.38 4 3 1 09:20-09:40 18 13 B B 67 67 3600 880 US 101 SB Story Rd Tully Rd 1.46 4 3 1 08:00-08:20 26 5 C A 66 67 5150 340 US 101 SB Tully Rd Capitol Expwy 1.33 4 3 1 08:00-08:20 28 10 D A 66 67 5510 670 US 101 SB Capitol Expwy Yerba Buena Rd 0.80 4 3 1 07:40-08:00 20 7 C A 66 67 3960 470 US 101 SB Yerba Buena Rd Hellyer Ave 0.90 4 3 1 07:20-07:40 24 12 C B 66 67 4760 810 US 101 SB Hellyer Ave Silver Creek Valley Rd 1.84 4 3 1 08:00-08:20 24 9 C A 66 67 4760 610 US 101 SB Silver Creek Valley Rd Bernal Rd 1.48 4 3 1 08:00-08:20 18 24 B C 67 66 3600 1590 US 101 SB Bernal Rd SR 85 0.20 4 3 1 08:00-08:20 25 10 C A 66 67 4950 670 US 101 SB SR 85 Lane Drop (SB) 1.00 5 4 1 06:20-06:40 16 12 B B 67 67 4260 810 US 101 SB Lane Drop (SB) Sheller Ave 4.32 4 3 1 07:40-08:00 17 10 B A 67 67 3400 670 CHAPTER 3 FREEWAYS 45

TABLE 3.2 2009 FREEWAY LOS - AM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV US 101 SB Sheller Ave Burnett Ave (Lane Drop) 2.57 4 3 1 07:40-08:00 17 9 B A 67 67 3400 610 US 101 SB Burnett Ave (Lane Drop) Cochrane Rd 0.87 3 3 0 09:20-09:40 16 B 67 3200 US 101 SB Cochrane Rd East Dunne Ave 1.82 3 3 0 08:00-08:20 15 B 67 3000 US 101 SB East Dunne Ave Tennant Ave 0.96 3 3 0 07:40-08:00 19 C 66 3770 US 101 SB Tennant Ave San Martin Ave 3.55 3 3 0 07:40-08:00 17 B 67 3400 US 101 SB San Martin Ave Masten Ave 2.17 3 3 0 09:00-09:20 16 B 67 3200 US 101 SB Masten Ave Buena Vista Ave 1.16 3 3 0 07:20-07:40 12 B 67 2400 US 101 SB Buena Vista Ave Leavesley Road 1.60 3 3 0 07:20-07:40 15 B 67 3000 US 101 SB Leavesley Road Pacheco Pass Hwy 1.46 3 3 0 07:40-08:00 12 B 67 2400 US 101 SB Pacheco Pass Hwy Monterey Rd 1.11 3 3 0 07:20-07:40 9 A 67 1810 US 101 SB Monterey Rd Bloomfield Ave 1.85 2 2 0 08:00-08:20 17 B 67 2270 US 101 SB Bloomfield Ave Betabel Rd 4.15 2 2 0 06:20-06:40 11 A 67 1480 US 101 SB Betabel Rd SR 129 1.61 2 2 0 06:20-06:40 12 B 67 1600 US 101 SB SR 129 SR 156 1.78 2 2 0 06:20-06:40 9 A 67 1210 SR 237 WB I-880 McCarthy Blvd 0.40 3 3 0 08:20-08:40 126 F 8 3030 SR 237 WB McCarthy Blvd Zanker Rd 0.94 3 2 1 07:40-08:00 95 25 F C 15 66 3420 1650 SR 237 WB Zanker Rd N. First St 1.61 3 2 1 08:00-08:20 55 39 E D 37 57 4070 2230 SR 237 WB N. First St Great America Pkwy 1.00 3 2 1 08:20-08:40 44 29 D D 50 65 4400 1890 SR 237 WB Great America Pkwy Lawrence Expwy 1.27 3 2 1 08:20-08:40 32 22 D C 64 66 4100 1460 SR 237 WB Lawrence Expwy N. Fair Oaks Ave 0.63 3 2 1 07:40-08:00 38 30 D D 58 65 4410 1950 SR 237 WB N. Fair Oaks Ave Mathilda Ave 0.96 3 3 0 08:40-09:00 80 F 21 5040 SR 237 WB Mathilda Ave US 101 0.53 2 2 0 08:40-09:00 43 D 51 4390 SR 237 WB US 101 Maude Ave 0.71 2 2 0 08:00-08:20 20 C 66 2640 SR 237 WB Maude Ave Central Pkwy 0.80 2 2 0 07:00-07:20 21 C 66 2780 SR 237 WB Central Pkwy SR 85 0.63 2 2 0 08:00-08:20 28 D 66 3670 SR 237 WB SR 85 El Camino Real 0.40 2 2 0 07:00-07:20 41 D 54 4430 46 CHAPTER 3 FREEWAYS

TABLE 3.2 2009 FREEWAY LOS - AM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV I-280 WB US 101 McLaughlin Ave 0.37 4 4 0 07:40-08:00 119 F 9 4290 I-280 WB McLaughlin Ave 10th St 0.92 4 4 0 07:40-08:00 85 F 19 6460 I-280 WB 10th St SR 87 1.20 4 4 0 08:20-08:40 77 F 23 7090 I-280 WB SR 87 Bird Ave 0.35 4 4 0 08:20-08:40 88 F 18 6340 I-280 WB Bird Ave Meridian Ave 1.07 4 4 0 08:00-08:20 84 F 19 6390 I-280 WB Meridian Ave I-880 1.40 5 4 1 08:00-08:20 122 41 F D 9 54 3740 2220 I-280 WB I-880 Winchester Blvd 0.55 4 3 1 07:20-07:40 81 50 F E 21 42 5110 2100 I-280 WB Winchester Blvd Saratoga Ave 1.37 4 3 1 08:20-08:40 56 35 E D 36 62 6050 2170 I-280 WB Saratoga Ave Lawrence Expwy 1.19 4 3 1 08:20-08:40 63 33 F D 31 64 5860 2120 I-280 WB Lawrence Expwy Wolfe Rd 1.24 4 3 1 07:40-08:00 74 37 F D 24 59 5330 2190 I-280 WB Wolfe Rd De Anza Blvd 1.06 4 3 1 09:00-09:20 52 48 E E 40 45 6240 2160 I-280 WB De Anza Blvd SR 85 1.31 4 3 1 08:00-08:20 40 25 D C 55 66 6600 1650 I-280 WB SR 85 Foothill Expwy 0.70 4 3 1 08:00-08:20 67 17 F B 28 67 5630 1140 I-280 WB Foothill Expwy Magdalena Ave 2.65 4 3 1 08:00-08:20 37 43 D D 59 51 6550 2200 I-280 WB Magdalena Ave El Monte Rd 0.95 4 4 0 09:00-09:20 29 D 65 7540 I-280 WB El Monte Rd La Barranca Rd 1.60 4 4 0 09:00-09:20 27 D 66 7080 I-280 WB La Barranca Rd Page Mill Rd 1.73 4 4 0 08:00-08:20 31 D 65 8060 I-280 WB Page Mill Rd Alpine Rd 2.25 4 4 0 08:00-08:20 19 C 66 5020 I-680 SB Scott Creek Rd Jacklin Rd 1.57 4 3 1 08:40-09:00 26 18 C B 66 67 5150 1210 I-680 SB Jacklin Rd Calaveras Blvd / SR 237 0.85 4 3 1 08:00-08:20 24 20 C C 66 66 4760 1320 I-680 SB Calaveras Blvd / SR 237 Yosemite Dr 0.69 4 4 0 09:00-09:20 26 C 66 6870 I-680 SB Yosemite Dr Montague Expwy 0.77 4 4 0 09:20-09:40 23 C 66 6080 I-680 SB Montague Expwy Capitol Ave 1.00 4 4 0 08:20-08:40 21 C 66 5550 I-680 SB Capitol Ave Hostetter Rd 0.31 4 4 0 09:00-09:20 20 C 66 5280 I-680 SB Hostetter Rd Berryessa Rd 0.94 4 4 0 07:20-07:40 22 C 66 5810 I-680 SB Berryessa Rd McKee Rd 1.47 4 4 0 08:40-09:00 18 B 67 4790 CHAPTER 3 FREEWAYS 47

TABLE 3.2 2009 FREEWAY LOS - AM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV I-680 SB McKee Rd Alum Rock Ave 0.64 4 4 0 07:20-07:40 22 C 66 5810 I-680 SB Alum Rock Ave Capitol Expwy 0.31 4 4 0 09:20-09:40 30 D 65 7800 I-680 SB Capitol Expwy King Rd 1.00 4 4 0 08:00-08:20 87 F 18 6900 I-680 SB King Rd US 101 0.40 4 4 0 08:00-08:20 128 F 8 4100 I-880 SB Dixon Landing SR 237 1.99 5 4 1 08:20-08:40 50 44 E D 42 50 7140 2200 I-880 SB SR 237 Great Mall Pkwy 0.72 3 3 0 08:00-08:20 90 F 17 4590 I-880 SB Great Mall Pkwy Montague Expwy 0.98 3 3 0 07:40-08:00 38 D 58 6620 I-880 SB Montague Expwy E. Brokaw Rd 1.35 3 3 0 08:00-08:20 27 D 66 5310 I-880 SB E. Brokaw Rd US 101 1.29 3 3 0 08:40-09:00 34 D 63 6430 I-880 SB US 101 N. 1st ST 0.49 3 3 0 07:20-07:40 22 C 66 4360 I-880 SB N. 1st ST SR 87 0.40 3 3 0 07:20-07:40 33 D 64 6340 I-880 SB SR 87 Coleman Ave 0.51 3 3 0 08:20-08:40 33 D 64 6340 I-880 SB Coleman Ave The Alameda 0.59 3 3 0 07:20-07:40 32 D 64 6150 I-880 SB The Alameda N. Bascom Ave 0.82 3 3 0 07:40-08:00 35 D 62 6510 I-880 SB N. Bascom Ave Stevens Creek Blvd 0.84 3 3 0 07:20-07:40 49 E 43 6330 I-880 SB Stevens Creek Blvd I-280 0.41 3 3 0 08:40-09:00 18 B 67 3600 48 CHAPTER 3 FREEWAYS

TABLE 3.3 2009 FREEWAY LOS - PM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV SR 17 NB Summit Rd Bear Creek 4.06 2 2 0 15:20-15:40 27 D 66 3540 SR 17 NB Bear Creek Saratoga 2.90 2 2 0 15:20-15:40 20 C 66 2640 SR 17 NB Saratoga Lark Ave 1.81 2 2 0 16:40-17:00 24 C 66 3170 SR 17 NB Lark Ave SR 85 0.46 2 2 0 17:40-18:00 28 D 66 3670 SR 17 NB SR 85 San Tomas / Camden 1.17 3 3 0 16:00-16:20 20 C 66 3960 SR 17 NB San Tomas / Camden Hamilton 1.82 3 3 0 17:20-17:40 20 C 66 3960 SR 17 NB Hamilton I-280 1.61 3 3 0 16:00-16:20 25 C 66 4950 SR 85 NB US 101 Cottle Rd 1.79 3 2 1 17:00-17:20 17 4 B A 67 70 2270 280 SR 85 NB Cottle Rd Blossom Hill Rd 1.96 3 2 1 17:00-17:20 31 10 D A 65 70 4030 700 SR 85 NB Blossom Hill Rd SR 87 1.27 3 2 1 16:00-16:20 29 7 D A 65 70 3770 490 SR 85 NB SR 87 Almaden Expwy 0.94 3 2 1 17:00-17:20 27 11 D A 66 70 3540 770 SR 85 NB Almaden Expwy Camden Ave 1.97 3 2 1 17:00-17:20 32 8 D A 64 70 4100 560 SR 85 NB Camden Ave Union Ave 1.17 3 2 1 17:00-17:20 30 12 D B 65 70 3900 840 SR 85 NB Union Ave S. Bascom Ave 1.13 3 2 1 17:00-17:20 31 11 D A 65 70 4030 770 SR 85 NB S. Bascom Ave SR 17 0.27 3 2 1 17:00-17:20 22 22 C C 66 70 2910 1540 SR 85 NB SR 17 Winchester Blvd 0.50 3 2 1 15:20-15:40 20 10 C A 66 70 2640 700 SR 85 NB Winchester Blvd Saratoga Ave 2.68 3 2 1 17:00-17:20 30 8 D A 65 70 3900 560 SR 85 NB Saratoga Ave Saratoga-Sunnyvale Rd 2.19 3 2 1 16:20-16:40 20 10 C A 66 70 2640 700 SR 85 NB Saratoga-Sunnyvale Rd Stevens Creek Blvd 1.83 3 2 1 17:40-18:00 25 7 C A 66 70 3300 490 SR 85 NB Stevens Creek Blvd I-280 0.75 3 2 1 15:20-15:40 10 4 A A 67 70 1340 280 SR 85 NB I-280 W. Homestead Rd 0.34 3 2 1 16:20-16:40 15 9 B A 67 70 2400 630 SR 85 NB W. Homestead Rd W. Fremont Ave 1.00 3 2 1 18:00-18:20 29 7 D A 65 70 3770 490 SR 85 NB W. Fremont Ave EL Camino Real 1.89 3 2 1 17:00-17:20 26 6 C A 66 70 3440 420 SR 85 NB EL Camino Real SR 237 0.41 3 2 1 16:20-16:40 23 12 C B 66 70 3040 840 SR 85 NB SR 237 Central Expwy 0.47 3 2 1 15:40-16:00 22 9 C A 66 70 2910 630 SR 85 NB Central Expwy US 101 1.24 3 2 1 17:00-17:20 17 7 B A 67 70 2270 490 CHAPTER 3 FREEWAYS 49

TABLE 3.3 2009 FREEWAY LOS - PM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV SR 87 NB SR 85 Capitol Expwy 1.09 3 2 1 17:00-17:20 22 7 C A 66 70 2910 490 SR 87 NB Capitol Expwy Curtner 1.49 3 2 1 16:40-17:00 26 9 C A 66 70 3440 630 SR 87 NB Curtner Almaden Rd 0.73 3 2 1 16:00-16:20 29 9 D A 65 70 3770 630 SR 87 NB Almaden Rd Alma Ave 0.69 3 2 1 16:40-17:00 40 12 D B 55 70 4400 840 SR 87 NB Alma Ave I-280 0.90 3 2 1 16:40-17:00 25 12 C B 66 70 3300 840 SR 87 NB I-280 Julian St 0.96 3 2 1 17:40-18:00 15 6 B A 67 70 2000 420 SR 87 NB Julian St Coleman AVE 0.38 3 2 1 17:00-17:20 27 10 D A 66 70 3540 700 SR 87 NB Coleman St Taylor St 0.41 3 2 1 16:40-17:00 21 9 C A 66 70 2780 630 SR 87 NB Taylor St Skyport Dr 1.87 3 2 1 15:20-15:40 13 3 B A 67 70 1730 210 SR 87 NB Skyport Dr US 101 0.67 3 2 1 18:20-18:40 31 4 D A 65 70 4030 280 US 101 NB SR 156 SR 129 1.78 2 2 0 17:20-17:40 15 B 67 2000 US 101 NB SR 129 Betabel Rd 1.61 2 2 0 16:40-17:00 16 B 67 2130 US 101 NB Betabel Rd Bloomfield Ave 4.15 2 2 0 15:40-16:00 19 C 66 2510 US 101 NB Bloomfield Ave Monterey Rd 1.85 2 2 0 15:20-15:40 23 C 66 3040 US 101 NB Monterey Rd Pacheco Pass Hwy 1.11 3 3 0 17:20-17:40 11 A 67 2220 US 101 NB Pacheco Pass Hwy Leavesley Road 1.46 3 3 0 17:00-17:20 15 B 67 3000 US 101 NB Leavesley Road Buena Vista Ave 1.60 3 3 0 16:40-17:00 17 B 67 3400 US 101 NB Buena Vista Ave Masten Ave 1.16 3 3 0 15:40-16:00 25 C 66 4950 US 101 NB Masten Ave San Martin Ave 2.17 3 3 0 17:00-17:20 20 C 66 3960 US 101 NB San Martin Ave Tennant Ave 3.55 3 3 0 16:40-17:00 18 B 67 3600 US 101 NB Tennant Ave East Dunne Ave 0.96 3 3 0 15:20-15:40 15 B 67 3000 US 101 NB East Dunne Ave Cochrane Rd 1.82 3 3 0 17:00-17:20 22 C 66 4360 US 101 NB Cochrane Rd Burnett Ave (Lane Drop) 0.87 4 3 1 18:00-18:20 21 15 C B 66 70 4160 1050 US 101 NB Burnett Ave (Lane Drop) Sheller Ave 2.57 4 3 1 16:40-17:00 20 9 C A 66 70 3960 630 US 101 NB Sheller Ave Lane Drop (SB) 4.32 4 3 1 17:00-17:20 22 12 C B 66 70 4360 840 US 101 NB Lane Drop (SB) SR 85 1.00 4 3 1 18:20-18:40 16 8 B A 67 70 3200 560 50 CHAPTER 3 FREEWAYS

TABLE 3.3 2009 FREEWAY LOS - PM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV US 101 NB SR 85 Bernal Rd 0.20 4 3 1 15:20-15:40 18 15 B B 67 70 3600 1050 US 101 NB Bernal Rd Silver Creek Valley Rd 1.48 4 3 1 16:20-16:40 17 8 B A 67 70 3400 560 US 101 NB Silver Creek Valley Rd Hellyer Ave 1.84 4 3 1 18:20-18:40 26 8 C A 66 70 5150 560 US 101 NB Hellyer Ave Yerba Buena Rd 0.90 4 3 1 17:00-17:20 25 8 C A 66 70 4950 560 US 101 NB Yerba Buena Rd Capitol Expwy 0.80 4 3 1 17:20-17:40 20 8 C A 66 70 3960 560 US 101 NB Capitol Expwy Tully Rd 1.33 4 3 1 18:20-18:40 28 12 D B 66 70 5510 840 US 101 NB Tully Rd Story Rd 1.46 4 3 1 15:20-15:40 27 9 D A 66 70 5310 630 US 101 NB Story Rd I-280 0.38 4 3 1 16:40-17:00 15 10 B A 67 70 3000 700 US 101 NB I-280 Santa Clara St 0.88 4 3 1 15:20-15:40 24 9 C A 66 70 4760 630 US 101 NB Santa Clara St McKee Rd 0.39 4 3 1 15:20-15:40 27 10 D A 66 70 5310 700 US 101 NB McKee Rd Oakland Rd 1.58 4 3 1 16:40-17:00 23 10 C A 66 70 4560 700 US 101 NB Oakland Rd I-880 0.57 4 3 1 15:20-15:40 27 12 D B 66 70 5310 840 US 101 NB I-880 Old Bayshore Hwy 0.50 4 3 1 17:00-17:20 14 4 B A 67 70 2800 280 US 101 NB Old Bayshore Hwy N. First St 0.49 4 3 1 18:00-18:20 23 10 C A 66 70 4560 700 US 101 NB N. First St Guadalupe Pkwy 0.64 4 3 1 15:20-15:40 22 9 C A 66 70 4360 630 US 101 NB Guadalupe Pkwy De La Cruz Blvd 0.77 4 3 1 15:20-15:40 21 7 C A 66 70 4160 490 Montague Expwy / Santa US 101 NB De La Cruz Blvd 1.28 4 3 1 17:00-17:20 35 10 D A 62 70 6510 700 Tomas Expwy US 101 NB US 101 NB Montague Expwy / Santa Tomas Expwy Bowers Ave / Great America Pkwy Bowers Ave / Great 0.75 4 3 1 17:20-17:40 28 8 D A 66 70 5510 560 America Pkwy Lawrence Expwy 1.12 4 3 1 17:20-17:40 33 13 D B 64 70 6340 910 US 101 NB Lawrence Expwy N. Fair Oaks Ave 0.98 4 3 1 17:20-17:40 32 17 D B 64 70 6150 1190 US 101 NB N. Fair Oaks Ave N. Mathilda Ave 0.85 4 3 1 15:20-15:40 32 16 D B 64 70 6150 1120 US 101 NB N. Mathilda Ave SR 237 0.35 4 3 1 15:20-15:40 29 22 D C 65 70 5660 1540 US 101 NB SR 237 Moffett Blvd 1.68 4 3 1 17:20-17:40 58 18 E B 35 70 6090 1260 CHAPTER 3 FREEWAYS 51

TABLE 3.3 2009 FREEWAY LOS - PM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV US 101 NB Moffett Blvd SR 85 0.33 4 3 1 17:20-17:40 87 30 F D 18 70 4700 2100 US 101 NB SR 85 N. Shoreline Blvd 0.38 4 3 1 18:20-18:40 68 20 F C 27 70 7350 1400 US 101 NB N. Shoreline Blvd Rengstorff Ave 1.01 4 3 1 17:20-17:40 88 33 F D 18 70 4760 2310 US 101 NB Rengstorff Ave San Antonio Ave 0.71 4 3 1 17:00-17:20 78 35 F D 22 70 5150 2450 US 101 NB San Antonio Ave Oregon Expwy 1.85 4 3 1 17:20-17:40 52 28 E D 40 70 6240 1960 US 101 NB Oregon Expwy Embarcadero Rd 0.15 4 3 1 17:20-17:40 46 27 D D 47 70 6490 1890 SR 237 EB El Camino Real SR 85 0.40 2 2 0 16:00-16:20 20 C 66 2640 SR 237 EB SR 85 Central Pkwy 0.63 2 2 0 17:40-18:00 23 C 66 3040 SR 237 EB Central Pkwy Maude Ave 0.80 2 2 0 18:00-18:20 21 C 66 2780 SR 237 EB Maude Ave US 101 0.71 2 2 0 17:00-17:20 22 C 66 2910 SR 237 EB US 101 Mathilda Ave 0.53 2 2 0 16:20-16:40 33 D 64 4230 SR 237 EB Mathilda Ave N. Fair Oaks Ave 0.96 3 2 1 17:40-18:00 40 11 D A 55 70 4400 770 SR 237 EB N. Fair Oaks Ave Lawrence Expwy 0.63 3 2 1 17:40-18:00 88 22 F C 18 70 3170 1540 SR 237 EB Lawrence Expwy Great America Pkwy 1.27 3 2 1 17:40-18:00 115 23 F C 10 70 2300 1610 SR 237 EB Great America Pkwy N. First St 1.00 3 2 1 17:40-18:00 79 26 F C 22 70 3480 1820 SR 237 EB N. First St Zanker Rd 1.61 3 2 1 17:40-18:00 75 35 F D 24 70 3600 2450 SR 237 EB Zanker Rd McCarthy Blvd 0.94 3 2 1 17:40-18:00 73 30 F D 25 70 3650 2100 SR 237 EB McCarthy Blvd I-880 0.40 3 2 1 17:00-17:20 150 F 6 2700 I-280 EB Alpine Rd Page Mill Rd 2.25 4 4 0 17:20-17:40 32 D 64 8200 I-280 EB Page Mill Rd La Barranca Rd 1.73 4 4 0 17:20-17:40 67 F 28 7510 I-280 EB La Barranca Rd El Monte Rd 1.60 4 4 0 17:20-17:40 73 F 25 7300 I-280 EB El Monte Rd Magdalena Ave 0.95 4 4 0 17:20-17:40 68 F 27 7350 I-280 EB Magdalena Ave Foothill Expwy 2.65 4 3 1 16:40-17:00 37 14 D B 59 70 6550 980 I-280 EB Foothill Expwy SR 85 0.70 4 3 1 16:40-17:00 35 17 D B 62 70 6510 1190 I-280 EB SR 85 De Anza Blvd 1.31 4 3 1 17:20-17:40 38 14 D B 58 70 6620 980 I-280 EB De Anza Blvd Wolfe Rd 1.06 4 3 1 17:20-17:40 54 19 E C 38 70 6160 1330 52 CHAPTER 3 FREEWAYS

TABLE 3.3 2009 FREEWAY LOS - PM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV I-280 EB Wolfe Rd Lawrence Expwy 1.24 4 3 1 17:00-17:20 60 27 F D 33 70 5940 1890 I-280 EB Lawrence Expwy Saratoga Ave 1.19 4 3 1 18:00-18:20 61 26 F C 32 70 5860 1820 I-280 EB Saratoga Ave Winchester Blvd 1.37 4 3 1 17:00-17:20 51 24 E C 41 70 6280 1680 I-280 EB Winchester Blvd I-880 0.55 4 3 1 17:20-17:40 32 27 D D 64 70 6150 1890 I-280 EB I-880 Meridian Ave 1.40 5 4 1 17:20-17:40 88 26 F C 18 70 4760 1820 I-280 EB Meridian Ave Bird Ave 1.07 4 4 0 17:20-17:40 101 F 14 5660 I-280 EB Bird Ave SR 87 0.35 4 4 0 17:20-17:40 74 F 24 7110 I-280 EB SR 87 10th St 1.20 4 4 0 17:00-17:20 70 F 26 7280 I-280 EB 10th St McLaughlin Ave 0.92 4 4 0 17:00-17:20 41 D 54 8860 I-280 EB McLaughlin Ave US 101 0.37 4 4 0 17:00-17:20 32 D 64 8200 I-680 NB US 101 King Rd 0.40 4 4 0 16:40-17:00 28 D 66 7340 I-680 NB King Rd Capitol Expwy 1.00 4 4 0 15:40-16:00 26 C 66 6870 I-680 NB Capitol Expwy Alum Rock Ave 0.31 4 4 0 17:20-17:40 25 C 66 6600 I-680 NB Alum Rock Ave McKee Rd 0.64 4 4 0 17:20-17:40 25 C 66 6600 I-680 NB McKee Rd Berryessa Rd 1.47 4 4 0 17:20-17:40 25 C 66 6600 I-680 NB Berryessa Rd Hostetter Rd 0.94 4 4 0 16:40-17:00 21 C 66 5550 I-680 NB Hostetter Rd Capitol Ave 0.31 4 4 0 18:00-18:20 15 B 67 3990 I-680 NB Capitol Ave Montague Expwy 1.00 4 4 0 18:20-18:40 21 C 66 5550 I-680 NB Montague Expwy Yosemite Dr 0.77 4 4 0 17:20-17:40 23 C 66 6080 I-680 NB Yosemite Dr Calaveras Blvd / SR 237 0.69 4 4 0 16:20-16:40 21 C 66 5550 I-680 NB Calaveras Blvd / SR 237 Jacklin Rd 0.85 3 3 0 18:00-18:20 26 C 66 5150 I-680 NB Jacklin Rd Scott Creek Rd 1.57 3 3 0 17:20-17:40 25 C 66 4950 I-880 NB I-280 Stevens Creek Blvd 0.41 3 3 0 17:20-17:40 17 B 67 3400 I-880 NB Stevens Creek Blvd N. Bascom Ave 0.84 3 3 0 18:00-18:20 33 D 64 6340 I-880 NB N. Bascom Ave The Alameda 0.82 3 3 0 16:40-17:00 28 D 66 5510 I-880 NB The Alameda Coleman Ave 0.59 3 3 0 16:40-17:00 35 D 62 6510 CHAPTER 3 FREEWAYS 53

TABLE 3.3 2009 FREEWAY LOS - PM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV I-880 NB Coleman Ave SR 87 0.51 3 3 0 17:20-17:40 47 E 46 6490 I-880 NB SR 87 N. 1st ST 0.40 3 3 0 15:40-16:00 31 D 65 6050 I-880 NB N. 1st ST US 101 0.49 3 3 0 17:20-17:40 35 D 62 6510 I-880 NB US 101 E. Brokaw Rd 1.29 3 3 0 17:20-17:40 43 D 51 6580 I-880 NB E. Brokaw Rd Montague Expwy 1.35 3 3 0 16:40-17:00 48 E 45 6480 I-880 NB Montague Expwy Great Mall Pkwy 0.98 3 3 0 17:20-17:40 67 F 28 5630 I-880 NB Great Mall Pkwy SR 237 0.72 3 3 0 17:40-18:00 39 D 57 6670 I-880 NB SR 237 Dixon Landing 1.99 5 4 1 17:40-18:00 46 18 D B 47 70 7360 1260 SR 17 SB I-280 Hamilton 1.61 3 3 0 15:40-16:00 39 D 57 6670 SR 17 SB Hamilton San Tomas / Camden 1.82 3 3 0 16:00-16:20 29 D 65 6410 SR 17 SB San Tomas / Camden SR 85 1.17 3 3 0 16:00-16:20 36 D 61 6590 SR 17 SB SR 85 Lark Ave 0.46 2 2 0 16:00-16:20 46 D 47 4330 SR 17 SB Lark Ave Saratoga 1.81 2 2 0 16:00-16:20 50 E 42 4200 SR 17 SB Saratoga Bear Creek 2.90 2 2 0 16:00-16:20 37 D 59 4370 SR 17 SB Bear Creek Summit Rd 4.06 2 2 0 16:00-16:20 71 F 26 3700 SR 85 SB US 101 Central Expwy 1.24 3 2 1 17:00-17:20 33 14 D B 64 70 4230 980 SR 85 SB Central Expwy SR 237 0.47 3 2 1 17:40-18:00 100 32 F D 14 70 2800 2240 SR 85 SB SR 237 El Camino Real 0.41 3 2 1 17:40-18:00 86 26 F C 19 70 4090 1820 SR 85 SB El Camino Real W. Fremont Ave 1.89 3 2 1 17:40-18:00 76 26 F C 23 70 3500 1820 SR 85 SB W. Fremont Ave W. Homestead Rd 1.00 3 2 1 17:00-17:20 57 26 E C 36 70 4110 1820 SR 85 SB W. Homestead Rd I-280 0.41 3 2 1 17:00-17:20 21 21 C C 66 70 2780 1470 SR 85 SB I-280 Stevens Creek Blvd 0.75 4 3 1 18:00-18:20 45 25 D C 48 70 5190 1750 SR 85 SB Stevens Creek Blvd Saratoga-Sunnyvale Rd 1.83 3 2 1 17:00-17:20 82 37 F D 20 60 3280 2220 SR 85 SB Saratoga-Sunnyvale Rd Saratoga Ave 2.19 3 2 1 17:00-17:20 72 31 F D 25 70 3600 2170 SR 85 SB Saratoga Ave Winchester Blvd 2.68 3 2 1 18:00-18:20 54 31 E D 38 70 4110 2170 SR 85 SB Winchester Blvd SR 17 0.50 3 2 1 17:40-18:00 26 18 C B 66 70 3440 1260 54 CHAPTER 3 FREEWAYS

TABLE 3.3 2009 FREEWAY LOS - PM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV SR 85 SB SR 17 S. Bascom Ave 0.27 3 2 1 17:40-18:00 29 22 D C 65 70 3770 1540 SR 85 SB S. Bascom Ave Union Ave 1.13 3 2 1 17:40-18:00 73 32 F D 25 70 3650 2240 SR 85 SB Union Ave Camden Ave 1.17 3 2 1 16:20-16:40 51 35 E D 41 70 4190 2450 SR 85 SB Camden Ave Almaden Expwy 1.97 3 2 1 17:40-18:00 38 24 D C 58 70 4410 1680 SR 85 SB Almaden Expwy SR 87 0.94 3 2 1 16:20-16:40 30 27 D D 65 70 3900 1890 SR 85 SB SR 87 Blossom Hill Rd 1.27 3 2 1 17:40-18:00 37 18 D B 59 70 4370 1260 SR 85 SB Blossom Hill Rd Cottle Rd 1.96 3 2 1 17:00-17:20 31 18 D B 65 70 4030 1260 SR 85 SB Cottle Rd US 101 1.79 3 2 1 15:40-16:00 23 12 C B 66 70 3040 840 SR 87 SB US 101 Skyport Dr 0.67 3 2 1 18:20-18:40 31 14 D B 65 70 4030 980 SR 87 SB Skyport Dr Taylor St 1.87 3 2 1 17:40-18:00 57 13 E B 36 70 4110 910 SR 87 SB Taylor St Coleman St 0.41 3 2 1 17:00-17:20 82 19 F C 20 70 3280 1330 SR 87 SB Coleman ave Julian St 0.38 3 2 1 17:00-17:20 55 28 E D 37 70 4070 1960 SR 87 SB Julian St I-280 0.96 3 2 1 17:00-17:20 60 13 F B 33 70 3960 910 SR 87 SB I-280 Alma Ave 0.90 3 2 1 17:00-17:20 81 25 F C 21 70 3410 1750 SR 87 SB Alma Ave Almaden Road 0.69 3 2 1 16:20-16:40 77 30 F D 23 70 3550 2100 SR 87 SB Almaden Road Curtner 0.73 3 2 1 17:00-17:20 71 27 F D 26 70 3700 1890 SR 87 SB Curtner Capitol Expwy 1.49 3 2 1 17:40-18:00 49 22 E C 43 70 4220 1540 SR 87 SB Capitol Expwy SR 85 1.09 3 2 1 16:00-16:20 31 13 D B 65 70 4030 910 US 101 SB Embarcadero Rd Oregon Expwy 0.15 4 3 1 18:00-18:20 76 72 F F 23 30 5250 2160 US 101 SB Oregon Expwy San Antonio Ave 1.85 4 3 1 16:20-16:40 75 65 F F 24 30 5400 1950 US 101 SB San Antonio Ave Rengstorff Ave 0.71 4 3 1 15:20-15:40 96 50 F E 15 50 4320 2500 US 101 SB Rengstorff Ave N. Shoreline Blvd 1.01 4 3 1 18:00-18:20 54 33 E D 38 70 6160 2310 US 101 SB N. Shoreline Blvd SR 85 0.38 4 3 1 18:20-18:40 29 19 D C 65 70 5660 1330 US 101 SB SR 85 Moffett Blvd 0.33 4 3 1 17:00-17:20 26 23 C C 66 70 5150 1610 US 101 SB Moffett Blvd SR 237 1.68 4 3 1 17:00-17:20 39 17 D B 57 70 6670 1190 US 101 SB SR 237 N. Mathilda Ave 0.35 4 3 1 17:00-17:20 28 25 D C 66 70 5510 1750 CHAPTER 3 FREEWAYS 55

TABLE 3.3 2009 FREEWAY LOS - PM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV US 101 SB N. Mathilda Ave N. Fair Oaks Ave 0.85 4 3 1 15:40-16:00 28 21 D C 66 70 5510 1470 US 101 SB N. Fair Oaks Ave Lawrence Expwy 0.98 4 3 1 17:20-17:40 39 17 D B 57 70 6670 1190 Bowers Ave / Great US 101 SB Lawrence Expwy 1.12 4 3 1 16:40-17:00 58 34 E D 35 70 6090 2380 America Pkwy US 101 SB US 101 SB Bowers Ave / Great America Pkwy Montague Expwy / Santa Tomas Expwy Montague Expwy / Santa 0.75 4 3 1 16:40-17:00 79 47 F E 22 50 5220 2350 Tomas Expwy De La Cruz Blvd 1.28 4 3 1 18:20-18:40 98 40 F D 15 60 4410 2400 US 101 SB De La Cruz Blvd Guadalupe Pkwy 0.77 4 3 1 16:40-17:00 44 27 D D 50 70 6600 1890 US 101 SB Guadalupe Pkwy N. First St 0.64 4 3 1 17:00-17:20 85 20 F C 19 70 4850 1400 US 101 SB N. First St Old Bayshore Hwy 0.49 4 3 1 17:00-17:20 131 30 F D 7 70 2760 2100 US 101 SB Old Bayshore Hwy I-880 0.50 4 3 1 17:00-17:20 117 40 F D 10 60 3510 2400 US 101 SB I-880 Oakland Rd 0.57 4 3 1 18:00-18:20 117 42 F D 10 60 3510 2520 US 101 SB Oakland Rd McKee Rd 1.58 4 3 1 18:00-18:20 85 32 F D 19 70 4850 2240 US 101 SB McKee Rd Santa Clara St 0.39 4 3 1 18:00-18:20 101 28 F D 14 70 4250 1960 US 101 SB Santa Clara St I-280 0.88 4 3 1 18:00-18:20 108 27 F D 12 70 3890 1890 US 101 SB I-280 Story Rd 0.38 4 3 1 18:00-18:20 80 44 F D 21 50 5040 2200 US 101 SB Story Rd Tully Rd 1.46 4 3 1 18:00-18:20 94 41 F D 16 60 4520 2460 US 101 SB Tully Rd Capitol Expwy 1.33 4 3 1 18:00-18:20 54 30 E D 38 70 6160 2100 US 101 SB Capitol Expwy Yerba Buena Rd 0.80 4 3 1 17:00-17:20 18 15 B B 67 70 3600 1050 US 101 SB Yerba Buena Rd Hellyer Ave 0.90 4 3 1 16:40-17:00 30 25 D C 65 70 5850 1750 US 101 SB Hellyer Ave Silver Creek Valley Rd 1.84 4 3 1 15:20-15:40 24 14 C B 66 70 4760 980 US 101 SB Silver Creek Valley Rd Bernal Rd 1.48 4 3 1 15:40-16:00 17 33 B D 67 70 3400 2310 US 101 SB Bernal Rd SR 85 0.20 4 3 1 17:00-17:20 23 20 C C 66 70 4560 1400 US 101 SB SR 85 Lane Drop (SB) 1.00 5 4 1 16:40-17:00 20 18 C B 66 70 5280 1260 US 101 SB Lane Drop (SB) Sheller Ave 4.32 4 3 1 16:40-17:00 25 20 C C 66 70 4950 1400 56 CHAPTER 3 FREEWAYS

TABLE 3.3 2009 FREEWAY LOS - PM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV US 101 SB Sheller Ave Burnett Ave (Lane Drop) 2.57 4 3 1 16:40-17:00 25 20 C C 66 70 4950 1400 US 101 SB Burnett Ave (Lane Drop) Cochrane Rd 0.87 3 3 0 15:20-15:40 29 D 65 5660 US 101 SB Cochrane Rd East Dunne Ave 1.82 3 3 0 17:00-17:20 32 D 64 6150 US 101 SB East Dunne Ave Tennant Ave 0.96 3 3 0 15:40-16:00 31 D 65 6050 US 101 SB Tennant Ave San Martin Ave 3.55 3 3 0 17:00-17:20 29 D 65 5660 US 101 SB San Martin Ave Masten Ave 2.17 3 3 0 17:00-17:20 27 D 66 5310 US 101 SB Masten Ave Buena Vista Ave 1.16 3 3 0 16:20-16:40 25 C 66 4950 US 101 SB Buena Vista Ave Leavesley Road 1.60 3 3 0 17:00-17:20 22 C 66 4360 US 101 SB Leavesley Road Pacheco Pass Hwy 1.46 3 3 0 15:40-16:00 18 B 67 3600 US 101 SB Pacheco Pass Hwy Monterey Rd 1.11 3 3 0 16:20-16:40 14 B 67 2800 US 101 SB Monterey Rd Bloomfield Ave 1.85 2 2 0 16:20-16:40 26 C 66 3440 US 101 SB Bloomfield Ave Betabel Rd 4.15 2 2 0 15:40-16:00 21 C 66 2780 US 101 SB Betabel Rd SR 129 1.61 2 2 0 15:40-16:00 18 B 67 2400 US 101 SB SR 129 SR 156 1.78 2 2 0 17:20-17:40 11 A 67 1480 SR 237 WB I-880 McCarthy Blvd 0.40 3 3 0 15:20-15:40 28 D 66 5510 SR 237 WB McCarthy Blvd Zanker Rd 0.94 3 2 1 17:00-17:20 26 8 C A 66 70 4120 560 SR 237 WB Zanker Rd N. First St 1.61 3 2 1 17:40-18:00 49 16 E B 43 70 4220 1120 SR 237 WB N. First St Great America Pkwy 1.00 3 2 1 17:00-17:20 40 13 D B 55 70 4400 910 SR 237 WB Great America Pkwy Lawrence Expwy 1.27 3 2 1 17:40-18:00 37 18 D B 59 70 4370 1260 SR 237 WB Lawrence Expwy N. Fair Oaks Ave 0.63 3 2 1 17:00-17:20 30 15 D B 65 70 3900 1050 SR 237 WB N. Fair Oaks Ave Mathilda Ave 0.96 3 3 0 17:00-17:20 39 D 57 6670 SR 237 WB Mathilda Ave US 101 0.53 2 2 0 17:40-18:00 37 D 59 4370 SR 237 WB US 101 Maude Ave 0.71 2 2 0 17:40-18:00 56 E 36 4040 SR 237 WB Maude Ave Central Pkwy 0.80 2 2 0 17:40-18:00 67 F 28 3760 SR 237 WB Central Pkwy SR 85 0.63 2 2 0 17:40-18:00 78 F 22 3440 SR 237 WB SR 85 El Camino Real 0.40 2 2 0 17:00-17:20 88 F 18 3170 CHAPTER 3 FREEWAYS 57

TABLE 3.3 2009 FREEWAY LOS - PM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV I-280 WB US 101 McLaughlin Ave 0.37 4 4 0 16:40-17:00 29 D 65 7540 I-280 WB McLaughlin Ave 10th St 0.92 4 4 0 17:00-17:20 28 D 66 7340 I-280 WB 10th St SR 87 1.20 4 4 0 17:20-17:40 32 D 64 8200 I-280 WB SR 87 Bird Ave 0.35 4 4 0 17:20-17:40 83 F 20 6640 I-280 WB Bird Ave Meridian Ave 1.07 4 4 0 17:40-18:00 51 E 41 8370 I-280 WB Meridian Ave I-880 1.40 5 4 1 17:00-17:20 26 10 C A 66 70 5840 700 I-280 WB I-880 Winchester Blvd 0.55 4 3 1 17:00-17:20 49 21 E C 43 70 6330 1470 I-280 WB Winchester Blvd Saratoga Ave 1.37 4 3 1 18:00-18:20 57 14 E B 36 70 6160 980 I-280 WB Saratoga Ave Lawrence Expwy 1.19 4 3 1 17:20-17:40 27 9 D A 66 70 5310 630 I-280 WB Lawrence Expwy Wolfe Rd 1.24 4 3 1 17:00-17:20 26 6 C A 66 70 5150 420 I-280 WB Wolfe Rd De Anza Blvd 1.06 4 3 1 17:00-17:20 29 9 D A 65 70 5660 630 I-280 WB De Anza Blvd SR 85 1.31 4 3 1 17:40-18:00 31 13 D B 65 70 6050 910 I-280 WB SR 85 Foothill Expwy 0.70 4 3 1 17:40-18:00 24 8 C A 66 70 4760 560 I-280 WB Foothill Expwy Magdalena Ave 2.65 4 3 1 17:00-17:20 23 6 C A 66 70 4560 420 I-280 WB Magdalena Ave El Monte Rd 0.95 4 4 0 17:20-17:40 27 D 66 7080 I-280 WB El Monte Rd La Barranca Rd 1.60 4 4 0 17:40-18:00 18 B 67 4790 I-280 WB La Barranca Rd Page Mill Rd 1.73 4 4 0 17:20-17:40 22 C 66 5810 I-280 WB Page Mill Rd Alpine Rd 2.25 4 4 0 17:20-17:40 24 C 66 6340 I-680 SB Scott Creek Rd Jacklin Rd 1.57 4 3 1 17:20-17:40 24 8 C A 66 70 4760 560 I-680 SB Jacklin Rd Calaveras Blvd / SR 237 0.85 4 3 1 16:40-17:00 32 11 D A 64 70 6150 770 I-680 SB Calaveras Blvd / SR 237 Yosemite Dr 0.69 4 4 0 15:40-16:00 29 D 65 7540 I-680 SB Yosemite Dr Montague Expwy 0.77 4 4 0 17:20-17:40 28 D 66 7340 I-680 SB Montague Expwy Capitol Ave 1.00 4 4 0 17:20-17:40 47 E 46 8650 I-680 SB Capitol Ave Hostetter Rd 0.31 4 4 0 17:20-17:40 69 F 27 7460 I-680 SB Hostetter Rd Berryessa Rd 0.94 4 4 0 17:20-17:40 68 F 27 7350 I-680 SB Berryessa Rd McKee Rd 1.47 4 4 0 17:20-17:40 56 E 36 8070 58 CHAPTER 3 FREEWAYS

TABLE 3.3 2009 FREEWAY LOS - PM PEAK PERIOD Number of Lanes Max Density LOS Density Speed Flow Facility Dir From To Miles Total Mixed HOV Peak Photo Time Mixed HOV Mixed HOV Mixed HOV Mixed HOV I-680 SB McKee Rd Alum Rock Ave 0.64 4 4 0 18:00-18:20 55 E 37 8140 I-680 SB Alum Rock Ave Capitol Expwy 0.31 4 4 0 17:20-17:40 25 C 66 6600 I-680 SB Capitol Expwy King Rd 1.00 4 4 0 17:20-17:40 21 C 66 6100 I-680 SB King Rd US 101 0.40 4 4 0 17:20-17:40 21 C 66 5550 I-880 SB Dixon Landing SR 237 1.99 5 4 1 17:40-18:00 22 11 C A 66 70 4940 770 I-880 SB SR 237 Great Mall Pkwy 0.72 3 3 0 18:00-18:20 69 F 27 5590 I-880 SB Great Mall Pkwy Montague Expwy 0.98 3 3 0 18:00-18:20 102 F 13 3980 I-880 SB Montague Expwy E. Brokaw Rd 1.35 3 3 0 17:40-18:00 118 F 10 3540 I-880 SB E. Brokaw Rd US 101 1.29 3 3 0 18:00-18:20 95 F 15 4280 I-880 SB US 101 N. 1st ST 0.49 3 3 0 17:20-17:40 106 F 12 3820 I-880 SB N. 1st ST SR 87 0.40 3 3 0 17:40-18:00 75 F 24 5400 I-880 SB SR 87 Coleman Ave 0.51 3 3 0 17:40-18:00 74 F 24 5330 I-880 SB Coleman Ave The Alameda 0.59 3 3 0 17:20-17:40 66 F 29 5750 I-880 SB The Alameda N. Bascom Ave 0.82 3 3 0 17:20-17:40 56 E 36 6050 I-880 SB N. Bascom Ave Stevens Creek Blvd 0.84 3 3 0 16:40-17:00 49 E 43 6330 I-880 SB Stevens Creek Blvd I-280 0.41 3 3 0 16:00-16:20 27 D 66 5310 CHAPTER 3 FREEWAYS 59

Freeway Gateway Vehicle Counts Santa Clara County has four main gateways through which traffic flows in and out of the County from other parts of the Bay Area. The four gateways are served by six freeway locations: Santa Cruz Gateway (SR 17) - The gateway to the southwest connects Santa Clara County with Santa Cruz County. Southern Gateway (US 101) - The gateway to the south connects Santa Clara County with San Benito, Monterey and Merced Counties. Peninsula Gateway (I-280 and US 101) - The gateway to the northwest connects Santa Clara County with San Mateo, San Francisco and Marin Counties. East Bay Gateway (I-880 and I-680) - The gateway to the northeast connects Santa Clara County with Alameda, Contra Costa, San Joaquin and Stanislaus Counties. Freeway vehicle counts were collected at these gateway locations to determine freeway demand in terms of inflows and outflows. Inflows refer to vehicles entering Santa Clara County and outflows refer to vehicles leaving Santa Clara County. 60 CHAPTER 3 FREEWAYS

Methodology Gateway counts were collected by conducting ground traffic counts at the six freeway gateway locations at or near the county line. Vehicle counts were recorded in 15-minute intervals in each direction from 6:30AM to 9:30AM and 3:30PM to 6:30PM. The one-hour period with the greatest vehicle volume recorded is considered the peak hour volume. The peak hour volume is used for the following analyses in this section. It should be noted that these gateway counts were only conducted at the freeway locations specified. For determining total gateway flow, a more comprehensive count is needed to include urban arterials and rural roads that also carry vehicles across countyline. CHAPTER 3 FREEWAYS 61

AM Peak Hour Inflow Analysis As shown in Figure 3.10, the AM gateflow inflow counts have increased at all gateways except for the Santa Cruz Gateway, which decreased slightly by 2 percent compared to 2008. The Southern, East Bay and Peninsula Gateways show moderate increases of 2 percent, 6 percent and 15 percent, respectively. The total AM gateway inflow volume for 2009 is 38,915 vehicles. AM Peak Hour Outflow Analysis As shown in Figure 3.11, AM gateway outflows for the Santa Cruz and Southern gateways increased by five percent. Vehicle volumes increased at the East Bay Gateway by 10 percent while the Peninsula Gateway vehicle volumes decreased by eight percent. In 2009, the total AM outflow volume is 26,116. 62 CHAPTER 3 FREEWAYS

FIGURE 3.10 AM PEAK HOUR FREEWAY GATEWAY INFLOWS - 1997 TO 2009 20,000 18,000 16,000 Santa Cruz Gateway Peninsula Gateway Southern Gateway East Bay Gateway Vehicle Volume 14,000 12,000 10,000 8,000 6,000 4,000 2,000 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 Santa Cruz Gateway ND ND ND 4514 4874 4156 4116 4321 3673 4128 4025 Southern Gateway ND ND ND 4576 4573 6591 4271 4970 6268 6265 6411 Peninsula Gateway ND ND ND 17483 17095 16317 18096 15567 16542 12531 14353 East Bay Gateway ND ND ND 13270 13560 12719 13446 12308 14973 13369 14126 FIGURE 3.11 AM PEAK HOUR FREEWAY GATEWAY OUTFLOWS - 1997 TO 2009 20,000 18,000 16,000 Santa Cruz Gateway Peninsula Gateway Southern Gateway East Bay Gateway Vehicle Volume 14,000 12,000 10,000 8,000 6,000 4,000 2,000 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 Santa Cruz Gateway ND ND ND 1548 2474 1981 1815 1773 1655 1438 1514 Southern Gateway ND ND ND 2120 2730 3224 3703 4709 3789 3105 3272 Peninsula Gateway ND ND ND 11489 13946 12202 14678 12167 13092 11432 10485 East Bay Gateway ND ND ND 8515 10095 12497 11255 11750 12483 9809 10845 CHAPTER 3 FREEWAYS 63

PM Peak Hour Inflow Analysis As shown in Figure 3.12, the PM gateway inflows increased for the East Bay and Peninsula Gateways by 10 and 18 percent, respectively, compared to 2008. Gateway inflows decreased for the Santa Cruz and Southern Gateways by 1 and 15 percent, respectively, over the same period. In 2009, the total PM gateway inflow volume recorded was 28,710. PM Peak Hour Outflow Analysis As shown in Figure 3.13, PM gateway outflows increased for all four gateways. Vehicle volumes were up by 1 percent and 7 percent at the Peninsula and Santa Cruz Gateways respectively. The Southern and East Bay Gateways both increased by 10 percent. The total PM outflow volume is 36,005. 64 CHAPTER 3 FREEWAYS

FIGURE 3.12 PM PEAK HOUR FREEWAY GATEWAY INFLOWS - 1997 TO 2009 20,000 18,000 16,000 Santa Cruz Gateway Peninsula Gateway Southern Gateway East Bay Gateway Vehicle Volume 14,000 12,000 10,000 8,000 6,000 4,000 2,000 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 Santa Cruz Gateway 1844 2072 2211 1974 1887 2037 2016 2293 2135 2016 2001 Southern Gateway 3081 3028 2879 3614 3085 4368 3704 3627 4031 4242 3642 Peninsula Gateway 13599 13982 12668 11972 13309 12015 12454 11870 13857 9837 11584 East Bay Gateway 8938 10430 9235 10629 14450 12006 12002 13101 13907 10462 11483 FIGURE 3.13 PM PEAK HOUR FREEWAY GATEWAY OUTFLOWS - 1997 TO 2009 20,000 18,000 16,000 Santa Cruz Gateway Peninsula Gateway Southern Gateway East Bay Gateway Vehicle Volume 14,000 12,000 10,000 8,000 6,000 4,000 2,000 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 Santa Cruz Gateway 3935 4181 4310 5206 4106 3901 3785 3218 3629 3336 3556 Southern Gateway 3633 3778 3679 3567 3432 5055 6129 7923 6592 5399 5929 Peninsula Gateway 14985 16161 15402 16323 13876 15057 14962 14042 16307 13788 13928 East Bay Gateway 12860 12517 12745 11533 11645 12693 11241 12622 12049 11495 12592 CHAPTER 3 FREEWAYS 65

CHAPTER 4 RURAL HIGHWAYS 66 CHAPTER 4 RURAL HIGHWAYS

Introduction There are seven state-operated rural highways in Santa Clara County: SR 9, SR 25, SR 35, SR 130, SR 152, SR 156 and Sunnyvale-Saratoga Road. VTA monitors level of service (LOS) on these routes by measuring traffic volumes along one or more segments. This data along with other roadway characteristics are used to determine operational level of service per the methods outlined in the Highway Capacity Manual (HCM) 2000. Methodology Traffic counts were conducted on the 12 rural highway segments shown in Figure 4.1 during the fall of 2009. The traffic counts used automatic hose counters to record directional traffic volumes by 15-minute intervals. At each location, the traffic counters recorded data on three consecutive days, Tuesday through Thursday. The peak hour volume (one-hour period that recorded the highest total vehicle volume) of the peak day is used for analysis. TABLE 4.1 RURAL HIGHWAY LOCATIONS AND ASSUMPTIONS Location Number of Lanes Type of Terrain Start of Peak Hour Peak Direction Direction Split Percent Trucks SR 35 N. of SR 9 2 Level 7:15 AM NB 89/11 1.7 SR 35 S. of SR 9 2 Level 5:15 PM SB 67/33 1.6 SR 9 W. of Sanborn 2 Level 5:00 PM WB 71/29 2.6 SR 9 S. of Big Basin 2 Level 5:00 PM SB 73/27 3.5 Saratoga-Sunnyvale N. of Big Basin 2 Level 8:00 AM NB 65/35 0.7 SR 130 E. of Clayton 2 Level 5:45 PM EB 72/28 4.5 SR 152 W. of S. Teresa Bl. 2 Level 3:45 PM EB 52/48 3.1 SR 152 W. of Holsclaw Rd. 2 Level 4:30 PM EB 66/34 13.7 SR 25 S. of Bloomfield Av. 2 Level 4:30 PM SB 71/29 6.5 SR 156 S. of SR 152 2 Level 4:45 PM NB 65/35 17 SR 152 E. of SR 156 4 Level 5:15 PM EB 67/33 17 SR 9 E. of SR 35 2 Level 5:15 PM WB 84/16 0.6 CHAPTER 4 RURAL HIGHWAYS 67

FIGURE 4.1 RURAL HIGHWAY COUNT LOCATIONS Page Mill/Oregon Expwy 101 Central Expwy Caribbean Dr 237 Montague Expwy 880 680 Murphy Ave 130 Foothill Expwy De Anza Blvd Stevens Creek Blvd El Camino Real Lawrence Expwy San Tomas Expwy 280 87 101 Tully Rd Monterey Rd Capitol Expwy 85 17 Almaden Expwy 9 Santa Teresa Blvd 35 101 152 152 25 68 CHAPTER 4 RURAL HIGHWAYS

Automatic hose counters measure vehicle counts by the number of times the hose is depressed by traveling vehicles. However, based on the hose depressions alone, it is difficult to discern between a four-axle truck and 2 two-axle cars. For this reason, the 2000 HCM LOS procedure is used to measure the percent time-spent following and average travel speed, with appropriate inputs for peak hour and peak 15 minute traffic volumes, the percentage split between the two directions of traffic, the percentage of trucks in the traffic flow, and the type of terrain. Class I highways are those on which motorists expect to travel at relatively high speeds and include those that are primary arterials and daily commute routes. Table 4.1 summarizes the LOS analysis inputs used for the 12 rural highway segments. Table 4.2 presents the HCM 2000 level of service (LOS) definition for rural highways. Rural Highway Analysis As shown in Table 4.3 all but one of the rural highway locations operated at LOS E or better in 2009, with the highway segment SR 25 south of Bloomfield Avenue degrading from LOS E to LOS F. Since monitoring began in 1991, this highway segment has operated at LOS F in 1997, 2001 and 2002. It is important to note that VTA has identified several highway improvement projects that may improve traffic conditions along this corridor. VTA s Valley Transportation Plan (VTP) 2035, the long range transportation plan for Santa Clara County, includes a proposed interchange construction at US 101 and SR 25. This project will include an extension to Santa Teresa Blvd and widening US 101 between Monterey Highway and SR 25. Two locations experienced improved LOS conditions compared to 2008, SR 35 north of SR 9 improved from LOS B to LOS A operations and SR 152 west of Santa Teresa Boulevard improved from LOS D to LOS C operations. All other count locations recorded the same level of service consistent to those recorded in 2008. CHAPTER 4 RURAL HIGHWAYS 69

TABLE 4.2 RURAL HIGHWAY LEVEL OF SERVICE THRESHOLDS AND DESCRIPTIONS LOS Percent of Time Spent Following Average Speed (mph) A <35 >55 B >35 to 50 >50 to 55 C >50 to 65 >45 to 50 D > 65 to 80 > 40 to 45 E >80 <40 F Whenever flow rate exceeds capacity Description Highest quality of traffic service, when motorists are able to travel at their desired speed. The passing frequency required to maintain these speeds has not reached a demanding level, so that passing demand is well below passing capacity, and platoons of three or more vehicles are rare. The demand for passing to maintain desired speeds becomes significant and approximates the passing capacity at the lower boundary of LOS B. Drivers are delayed in platoons up to 50 percent of the time. Further increases in flow exist, resulting in noticeable increases in platoon formation, platoon size, and frequency of passing impediments. Unrestricted passing demand exceeds passing capacity. At higher volumes the chaining of platoons and significant reductions in passing capacity occur. Although traffic flow is stable, it is susceptible to congestion due to turning traffic and slow-moving vehicles. Unstable traffic flow. The two opposing traffic streams begin to operate separately at higher volume levels, as passing becomes extremely difficult. Passing demand is high, but passing capacity approaches zero. Mean platoon sizes of 5 to 10 vehicles are common. Passing is virtually impossible, and platooning becomes intense, as slower vehicles or other interruptions are encountered. Heavily congested flow with traffic demand exceeding capacity. Volumes are below capacity, and speeds are below capacity as well. 70 CHAPTER 4 RURAL HIGHWAYS

TABLE 4.3 RURAL HIGHWAY LEVEL OF SERVICE AND VEHICLE VOLUMES - 1991 to 2009 Location State Route 35 (N. of SR 9) State Route 35 (S. of SR 9) State Route 9 (W. of Sanborn) State Route 9 (S. of Big Basin) Saratoga-Sunnyvale (N. of Big Basin) Hamilton Rd (E. of Clayton) State Route 152 (W. of Santa Teresa) State Route 152 (W. of Holsclaw) State Route 152 (S. of Bloomfield) State Route 156 (S. of SR 152) State Route 152 (E. of SR 156) State Route 9 E( of SR 35) 1991 1992 1993 1994 1996 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 Baseline A B B C A A A B B A B B B B B A 213 152 105 452 161 153 151 188 160 156 143 131 134 145 129 127 A B B A A A A A A A A A A A A A 72 67 76 67 62 65 69 111 62 69 86 85 125 101 91 96 E C C B C C C C C B B B B B B B 1,566 439 393 344 566 437 399 362 367 332 286 259 305 278 226 291 E E E E E E E E E E E E E E E E 2,028 1,925 1,798 1,456 1,753 1,706 1,542 1,986 1,528 1,499 1,441 1,432 1,720 1,588 1,397 1,539 E E E E E E E D E F E E E E E E 2,026 2,003 2,176 1,431 1,837 1,705 1,733 1,302 2,006 2,316 1,579 1,539 1,544 1,842 1,464 1,528 A B A A A A A A A A A A A A A A 64 31 33 40 60 67 97 70 59 59 55 50 60 54 54 72 B C C C C D C C C C C C D D D C 424 451 510 790 724 1,188 666 664 754 802 707 536 831 779 748 769 D D D D F F E F E F E E E E E E 1,162 1,142 1,089 1,346 2,359 2,495 1,455 2,017 1,904 2,883 1,979 1,890 1,554 2,032 1,839 1,865 E E D E E F E E F F E E E E E F 2,297 1,219 1,323 1,619 1,817 2,791 1,831 2,122 2,662 3,882 1,964 1,997 1,959 2,078 2,044 1,974 C C B C D D D D D E D D D D D D 760 583 518 793 1,029 650 913 1,005 715 1,565 1,137 1,171 964 1360 1,006 1,080 E B B B B B B B B C C C B B C C 1,599 1,321 1,282 2,169 2,917 1,890 2,152 2,341 2,697 3,916 2,856 2,812 2,157 2,750 2,656 2,722 B C B C C C B B B B B B C B B B 363 439 322 428 509 504 437 406 479 446 274 273 352 296 286 288 CHAPTER 4 RURAL HIGHWAYS 71

CHAPTER 5 ORIGIN DESTINATION STUDY 72 CHAPTER 5 ORIGIN DESTINATION STUDY

Introduction Each year, travel times are surveyed for seven origin-destination pairs representing the most common commute trips in Santa Clara County s travel market. The survey collects travel times for single occupant vehicle (SOV) and high-occupancy vehicle (HOV) for the morning and evening commute, using multiple routes between the origin-destination pairs. Transit travel times are also estimated based on the current transit service schedules and compared to results of the previous years. Both sets of data collected provide a general understanding of the changes in travel time and commute experience on a yearly basis. Methodology Travel times for the origin-destination pairs are conducted each fall on a Tuesday, Wednesday and Thursday using floating vehicle techniques. As shown in Figure 5.1, timed trips are made between seven origins representing residential areas with seven destinations representing employment centers. Generally, several runs were completed in each direction for each route. When possible, SOV and HOV trips begin at the same time. Travel survey data was collected for 6 of the 7 O-D pairs during the AM and PM peak periods in one commute direction only. For O-D pair 4, travel survey data was collected in both directions for the AM and the PM peak periods. While travel time surveys are limited by their small sample, factors such as traffic incidents and variations in traffic volumes that can significantly impact travel time results were noted. Atypical travel times due to these occurrences were not included in the analyses. Transit travel times were determined from current transit schedules to identify the fastest route rather than the least expensive. Transit departure times were chosen to be consistent with typical departure times for automobiles, usually occurring between 7:30AM and 8:00AM and 4:15PM and 5:15PM. Waiting times for transfers were also factored in as part of the overall travel time. While CHAPTER 5 ORIGIN DESTINATION STUDY 73

origins and destinations are identified as a single location in the study, they are representative of the entire travel market which makes transit stops located a half-mile of a destination considered an adequate terminus. It should be noted that transit travel time improvements may result from choosing a different transit route from the previous year to represent the fastest travel time between the origin and destination pairs. Origin-Destination Analysis Compared to 2008, data recorded in 2009 show no major changes in travel times. Average travel time for the AM peak period decreased slightly by two to three minutes while PM SOV travel times remained the same. Only the PM HOV travel times recorded a slight increase, gaining four minutes from 28 minutes in 2008 to 32 minutes in 2009. TABLE 5.1 ORIGIN DESTINATION AVERAGE OVERALL TRAVEL TIMES 2006 2007 2008 2009 AM SOV 34 39 36 33 AM HOV 28 30 30 28 PM SOV 35 36 39 39 PM HOV 31 28 28 32 OD 1 Analysis As shown in Figure 5.3, travel times decreased significantly for both SOV trips during the AM peak period. The HOV travel times decreased as well but slightly less for route 1b. Figure 5.4 shows the reverse commute in the PM peak period. Travel times show relatively little change compared to the travel times recorded last year. SOV travel times decreased slightly while HOV travel times show slight increases. Transit travel times show an improvement likely due to the slight change in transit stops chosen for each route resulting in improved travel times. 74 CHAPTER 5 ORIGIN DESTINATION STUDY

FIGURE 5.1 ORIGIN DESTINATION PAIRS Pleasanton Palo Alto Sunnyvale 4 1 7 Santa Clara 6 North San Jose Downtown San Jose 2 Cuper no 3 5 Evergreen San Jose Los Gatos Morgan Hill CHAPTER 5 ORIGIN DESTINATION STUDY 75

OD 2 Analysis As shown in Figure 5.6, SOV travel times decreased by approximately 10 minutes for each route. HOV travel times remain consistent to 2008 counts with route 2a unchanged and route 2b increasing by one minute. Figure 5.7 show similar counts during the PM peak period with the exception of route 2b for SOV counts. Route 2b decreased by approximately 30 percent for SOV travel times. The other SOV travel time along with both HOV travel times decreased slightly between one and three minutes. Transit travel times were consistent to 2008 with a slight decrease of one minute for both the AM and PM peak period. OD 3 Analysis As shown in Figure 5.9, route 3a decreased by 23 percent while route 3b decreased slightly by six percent for SOV travel times. Route 3a decreased slightly by 2 minutes while route 3b remains unchanged for HOV travel times. Compared to 2008, Figure 5.10 shows a 27 percent and 18 percent decrease in travel times for the two SOV routes respectively. Similar to the HOV travel times in the PM peak period, route 3a decreased slightly while route 3b remains unchanged from the previous year. Transit travel times increased for the AM peak period and decreased slightly for the PM peak period. 76 CHAPTER 5 ORIGIN DESTINATION STUDY

OD 4 Analysis Data is collected for OD pair 4 for both travel directions in the AM and PM peak periods, producing four complete sets of data. As shown in Figure 5.12, both SOV and HOV travel times increased slightly during the AM peak period, with the exception of SOV travel route 4b which recorded a decrease of one minute compared to 2008. As shown in Figure 5.13, travel times for the AM southbound direction were similar to travel times recorded in previous years. SOV travel times decreased by one minute for route 4a while it increased by two minutes for route 4b. HOV travel times recorded the same travel time for route 4a and route 4b show an increase of three minutes compared to 2008. Figure 5.14 show slight increases for all routes with the exception of SOV travel route 4a which recorded counts similar to 2008. All other travel times for the PM northbound direction recorded an increase between one to three minutes. Figure 5.15 show a decrease in both 4a SOV and HOV routes. The 4a SOV route recorded a four minute reduction in travel time while 4a HOV route decreased by one minute. Conversely, the 4b SOV and HOV travel times increased by nine and five minutes respectively. Transit routes for both the southbound and northbound directions show improved travel times. This is likely due to the change in transit routes chosen compared to the transit routes used for the 2008 travel time estimates. CHAPTER 5 ORIGIN DESTINATION STUDY 77

OD 5 Analysis As shown in Figure 5.17, travel times in 2009 increased slightly from 2008, going from twenty-four to twenty-five minutes for SOV and seventeen to twenty minutes for HOV. The HOV bypass lane at the US 101 on-ramp at Capitol Expressway continues to show travel time savings over SOV with a five-minute difference in 2009. This travel time advantage is due to the metering light at the US 101 on-ramp which favors HOV over SOV travel lanes with a priority signal. As shown in Figure 5.18, the PM peak period measures only SOV travel time because the eastbound approach from US 101 into Capitol Expressway features one travel lane in that direction. In 2009, SOV travel time gained two minutes compared to 2008. Transit travel time show a reduction for both AM and PM peak periods with the PM travel time showing a significant improvement this year. OD 6 Analysis As shown in Figure 5.20, travel times for 6a SOV and 6b HOV routes decreased by six and eighteen minutes respectively. Conversely, Routes 6b SOV and 6a HOV show an increase of eight and six minutes respectively. For the PM northbound travel times, both SOV and HOV routes increased in travel times. All routes gained between nine and twelve minutes in 2009. A change in transit routes reveals a slight improvement in estimated travel times with a two-minute reduction in the AM peak period and a one-minute reduction in the PM peak period. 78 CHAPTER 5 ORIGIN DESTINATION STUDY

OD 7 Analysis With the exception of HOV travel time for route7b, all other routes show travel time differences between three and eight minutes. As shown in Figure 5.23, travel time for 7b HOV route improved by eighteen minutes while 7a HOV route increased by three minutes. Figure 5.24 show increased travel times for all routes in the northbound PM direction. Transit travel times remain relatively unchanged compared to last year. In 2009, the southbound AM travel time is consistent to the travel time recorded in the previous year, and the northbound PM travel time decreased by one minute. CHAPTER 5 ORIGIN DESTINATION STUDY 79

FIGURE 5.2 OD PAIR 1 - DOWNTOWN LOS GATOS TO MOFFETT PARK age Mill/Orego Caribbean Dr Central Expwy Montague Expwy Murphy Ave Foothill Expwy Route 1a De Anza Blvd Stevens Creek Blvd El Camino Real Lawrence Expwy San Tomas Expwy Tu Monterey Transit Route 1b Almaden Expwy OD 1 - Downtown Los Gatos to Moffett Park in Sunnyvale ROUTE 1A Los Gatos Residential Area <> Los Gatos Road (SR 9) <> SR 17 <> SR 85 <> SR 237<> Mathilda Avenue <> Exit/Enter at Fifth Street ROUTE 1B Los Gatos Residential Area <> Los Gatos Road (SR 9) <> Saratoga Avenue <> Lawrence Expressway <> US 101 <> Mathilda Avenue <> Exit/Enter at Fifth Street TRANSIT AM VTA Bus Route 48 from Santa Cruz and Los Gatos-Saratoga to Winchester Transit Center <> Transfer to VTA Light Rail Line 902 from Winchester Transit Center to Lockheed Martin Transit Center TRANSIT PM VTA Bus Route 328 from Lockheed Martin Transit Center to Intersection of Bascom and Camden <> Transfer to VTA Bus Route 49 from Intersection of Camden and Bascom to Los Gatos Civic Center 80 CHAPTER 5 ORIGIN DESTINATION STUDY

FIGURE 5.3 OD PAIR 1 - NORTHBOUND AM TRAVEL TIMES (IN MINUTES) 120 1a SOV 1b SOV 1a HOV 1b HOV Transit 100 80 Minutes 60 40 20 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1a SOV 43 48 59 35 42 27 32.5 34 49 41 28 1b SOV 40 46 49 37 51 35 37 34 50 41 32 1a HOV ND 31 27 30 29 24 25 24 33 33 25 1b HOV ND 37 39 31 43 31 35 35 32 35 32 Transit ND 85 97 96 104 92 65 64 90 86 69 FIGURE 5.4 OD PAIR 1 - SOUTHBOUND PM TRAVEL TIMES (IN MINUTES) 120 1a SOV 1b SOV 1a HOV 1b HOV Transit 100 80 Minutes 60 40 20 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1a SOV 41 31 37 38 38 46 31 39 33 37 33 1b SOV 32 43 37 44 36 42 36 34 32 40 39 1a HOV ND 24 ND 24 26 27 23 28 24 26 27 1bSOV ND 33 ND 40 33 33 31 31 32 33 36 Transit ND 78 107 116 109 108 90 69 85 80 69 CHAPTER 5 ORIGIN DESTINATION STUDY 81

FIGURE 5.5 OD PAIR 2 - MORGAN HILL TO RIVERMARK IN SANTA CLARA Montague Expwy Murphy Ave mino Real San Tomas Expwy Transit Tully Rd Monterey Rd Capitol Expwy Route 2a Almaden Expwy Route 2b Santa Teresa Blvd OD Pair 2 - Morgan Hill to Rivermark in Santa Clara ROUTE 2A Morgan Hill Residential Area <> Dunne Avenue <> US 101 <> SR 85 <> SR 87 <> US 101 <> Montague Expressway <> Exit/Enter at De La Cruz Blvd. ROUTE 2B Morgan Hill Residential Area <> Dunne Avenue <> US 101 <> Montague Expressway <> Exit/Enter at De La Cruz Blvd. TRANSIT AM Caltrain from Morgan Hill Caltrain Station to San Jose Diridon Station <>Transfer to VTA Light Rail Line 902 from San Jose Diridon station to Orchard Light Rail Station TRANSIT PM VTA Light Rail Line 902 from Orchard Light Rail Station to San Jose Diridon <>Transfer to Caltrain from San Jose Diridon to Morgan Hill Caltrain Station 82 CHAPTER 5 ORIGIN DESTINATION STUDY

FIGURE 5.6 OD PAIR 2 - NORTHBOUND AM TRAVEL TIMES (IN MINUTES) 120 2a SOV 2b SOV 2a HOV 2b HOV Transit 100 80 Minutes 60 40 20 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 2a SOV 48 66 78 53 55 55 57 58 68 52 42 2b SOV 54 68 62 43 47 44 42 41 54 49 40 2a HOV ND 48 68 44 45 46 40 44 36 30 30 2b HOV ND 55 47 38 40 32 32 29 36 32 33 Transit ND ND 76 64 77 68 80 60 70 70 69 FIGURE 5.7 OD PAIR 2 - SOUTHBOUND PM TRAVEL TIMES (IN MINUTES) 120 2a SOV 2b SOV 2a HOV 2b HOV Transit 100 80 Minutes 60 40 20 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 2a SOV 50 55 61 56 54 53 42 52 47 44 42 2b SOV 32 66 54 57 58 43 39 45 61 63 44 2a HOV ND 49 55 51 52 50 39 44 32 33 32 2b HOV ND 52 57 42 45 34 30 33 33 35 32 Transit ND ND 83 88 91 48 68 68 59 67 66 CHAPTER 5 ORIGIN DESTINATION STUDY 83

FIGURE 5.8 OD PAIR 3 - DOWNTOWN LOS GATOS TO RIVERMARK Central Expwy Montague Expwy Murphy Ave Foothill Expwy De Anza Blvd Stevens Creek Blvd El Camino Real Lawrence Expwy San Tomas Expwy Route 3a Transit Monterey Rd Tully Rd Capitol Expwy Route 3b Almaden Expwy Santa Teresa Blvd OD Pair 3 - Downtown Los Gatos to Rivermark ROUTE 3A Los Gatos Residential Area <> Los Gatos Road (SR 9) <> SR 17 <> San Tomas Expressway/Montague Expressway <> Agnews West entrance at De La Cruz Boulevard (13 miles NB, SB) ROUTE 3B Los Gatos Residential Area <> Los Gatos Road (SR 9) <> SR 17/I-880 <> I-280 <-> Saratoga Avenue <> San Tomas Expressway/Montague Expressway <> Agnews West entrance at De La Cruz Boulevard (12 miles SB) TRANSIT AM VTA Bus Route 48 from Santa Cruz and Los Gatos-Saratoga to Winchester Transit Center <> Transfer to VTA Light Rail Line 902 from Winchester Transit Center to Orchard Light Rail Station TRANSIT PM VTA Light Rail Line 902 from Orchard Light Rail Station to Winchester Transit Center <> Transfer to VTA Bus Route 48 from Winchester Transit Center to Santa Cruz and Los Gatos-Saratoga 84 CHAPTER 5 ORIGIN DESTINATION STUDY

FIGURE 5.9 OD PAIR 3 - NORTHBOUND AM TRAVEL TIMES (IN MINUTES) 120 3a SOV 3b SOV 3a HOV 3b HOV Transit 100 80 Minutes 60 40 20 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 3a SOV 39 30 40 27 27 25 31 27 31 30 23 3b SOV 42 33 42 28 33 33 31 33 35 33 31 3a HOV ND ND 28 23 24 24 22 22 23 24 22 3b HOV ND ND 33 26 30 31 28 28 27 31 31 Transit ND 79 92 116 113 91 69 65 69 59 69 FIGURE 5.10 OD PAIR 3 - SOUTHBOUND PM TRAVEL TIMES (IN MINUTES) 120 3a SOV 3b SOV 3a HOV 3b HOV Transit 100 80 Minutes 60 40 20 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 3a SOV 41 30 33 29 26 30 24 26 26 36 26 3b SOV 51 35 36 28 30 36 31 29 30 39 32 3a HOV ND ND 45 27 26 23 25 22 23 25 24 3b HOV ND ND 32 28 30 24 31 29 26 29 29 Transit ND 83 107 118 105 96 64 66 72 64 62 CHAPTER 5 ORIGIN DESTINATION STUDY 85

FIGURE 5.11 OD PAIR 4 - CUPERTINO TO PALO ALTO TRANSIT CENTER Page Mill/Oregon Expwy Route 4a Caribbean Dr Route 4b Central Expwy Montagu Transit Foothill Expwy De Anza Blvd Stevens Creek Blvd El Camino Real Lawrence Expwy San Tomas Expwy 86 CHAPTER 5 ORIGIN DESTINATION STUDY

OD Pair 4 - Cupertino to Palo Alto ROUTE 4A Palo Alto Residential Area <> Oregon Expressway <> US 101 <> SR 85 <> Stevens Creek Boulevard <> De Anza Boulevard <> Apple Computer Facility. (13 miles NB, SB) ROUTE 4B Palo Alto Residential Area <> Oregon Expressway <> El Camino Real <> SR 85 <> I- 280 <> De Anza Boulevard <> Apple Computer Facility. (12 miles SB) TRANSIT NB VTA Bus Route 53 from Intersection of Stelling and Stevens Creek Blvd to Sunnyvale Transit Center <> Transfer to Caltrain Limited Train 267 from Sunnyvale Transit Center to California Avenue Caltrain Station TRANSIT SB Caltrain Limited Train 260 from California Avenue Caltrain Station to Sunnyvale Transit Center <> Transfer to VTA Bus Route 53 from Sunnyvale Transit Center to Intersection of Stelling and Stevens Creek Blvd CHAPTER 5 ORIGIN DESTINATION STUDY 87

FIGURE 5.12 OD PAIR 4 - NORTHBOUND AM TRAVEL TIMES (IN MINUTES) 120 4a SOV 4b SOV 4a HOV 4b HOV Transit 100 80 Minutes 60 40 20 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 4a SOV 25 27 36 21 23 28 27 23 27 26 29 4b SOV 32 36 38 38 38 24 24 24 28 29 28 4a HOV ND 21 28 20 22 23 23 20 24 20 21 4b HOV ND 22 28 22 27 23 21 22 24 24 27 Transit ND 47 80 35 39 43 48 67 58 71 51 FIGURE 5.13 OD PAIR 4 - SOUTHBOUND AM TRAVEL TIMES (IN MINUTES) 120 4a SOV 4b SOV 4a HOV 4b HOV Transit 100 80 Minutes 60 40 20 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 4a SOV 20 21 23 20 20 20 20 19 23 26 25 4b SOV 24 22 23 22 21 24 27 23 24 23 25 4a HOV ND 17 18 19 19 18 20 18 21 22 22 4b HOV ND 21 22 21 23 21 23 26 24 22 25 Transit ND 66 77 41 46 44 48 68 71 71 51 88 CHAPTER 5 ORIGIN DESTINATION STUDY

FIGURE 5.14 OD PAIR 4 - NORTHBOUND PM TRAVEL TIMES (IN MINUTES) 120 4a SOV 4b SOV 4a HOV 4b HOV Transit 100 80 Minutes Minutes 60 40 20 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 4a SOV 28 20 22 22 23 29 24 25 27 25 25 4b SOV 23 22 32 22 24 25 26 27 25 22 25 4a HOV ND 19 21 20 22 28 22 34 26 20 22 4b HOV ND 21 23 22 27 24 24 26 24 24 25 Transit ND 47 51 51 56 37 44 65 71 61 50 FIGURE 5.15 OD PAIR 4 - SOUTHBOUND PM TRAVEL TIMES (IN MINUTES) 120 100 80 60 40 4a SOV 4b SOV 4a HOV 4b HOV Transit 20 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 4a SOV 37 37 31 29 20 43 32 34 31 29 25 4b SOV 34 30 ND 28 22 32 31 34 31 30 39 4a HOV ND 30 25 23 19 26 25 27 25 21 20 4b HOV ND 27 36 24 23 31 28 37 27 31 36 Transit ND 66 86 47 39 37 41 67 56 61 55 CHAPTER 5 ORIGIN DESTINATION STUDY 89

Almaden Expwy FIGURE 5.16 OD PAIR 5 - EVERGREEN TO DOWNTOWN SAN JOSE Montague Expwy Murphy Ave Transit Capitol Expwy San Tomas Expwy Route 5 Monterey Rd Tully Rd OD Pair 5 - Evergreen to Downtown San Jose ROUTE 5A Evergreen Residential Area <> Aborn Road <> Capitol Expressway <> US 101 <> I-280 <> SR 87 <> Santa Clara Street at Market Street (7.8 miles NB, 9.1 miles SB). TRANSIT AM VTA Bus Route 31 from Intersection of White and Aborn to Eastridge Transit Center <> Transfer to VTA Bus Rapid Route 522 from Eastridge Transit Center to Intersection of Santa Clara and First St. TRANSIT PM VTA Bus Rapid Route 522 from Intersection of Santa Clara and First St. to Eastridge Transit Center <> Transfer to VTA Bus Route 31 from Eastridge Transit Center to Intersection of White and Aborn 90 CHAPTER 5 ORIGIN DESTINATION STUDY

FIGURE 5.17 OD PAIR 5 - NORTHBOUND AM TRAVEL TIMES (IN MINUTES) 120 5a SOV 5a HOV Transit 100 80 Minutes 60 40 20 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 5a SOV 23 27 37 22 35 34 37 27 25 24 25 5a HOV ND ND ND ND 22 21 23 21 16 17 20 Transit ND 48 47 47 48 52 54 58 57 59 52 FIGURE 5.18 OD PAIR 5 - SOUTHBOUND PM TRAVEL TIMES (IN MINUTES) 120 5a SOV Transit 100 80 Minutes 60 40 20 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 5a SOV 21 21 22 22 24 29 23 28 26 26 28 Transit ND 54 55 55 54 60 38 58 40 63 47 CHAPTER 5 ORIGIN DESTINATION STUDY 91

Caribbean Dr FIGURE 5.19 OD PAIR 6 - PLEASANTON TO RIVERMARK Transit Route 6b Route 6a Cent Montague Expwy hy Ave OD Pair 6 - Pleasanton to Rivermark ROUTE 6A Intersection of Sunol Blvd and I-680 <> I-680 <> Calaveras Blvd <> SR 237 <> Zanker Road <> Entrance to Cisco Systems at Tasman Drive ROUTE 6B Intersection of Sunol Blvd and I-680 <> I-680 <> Mission Blvd <> I-880 <> SR 237 <> Zanker Road <> Entrance to Cisco Systems at Tasman Drive TRANSIT AM Altamont Commuter Express (ACE) from Pleasanton Station to Great America Amtrak/ACE Station <> Transfer to ACE Purple Shuttle 825 from Great America ACE Station to Tasman and Cisco TRANSIT PM ACE Purple Shuttle 825 from Tasman and Cisco to Great America Amtrak/ACE Station <> Transfer to Altamont Commuter Express from Great America ACE Station to Pleasanton Station 92 CHAPTER 5 ORIGIN DESTINATION STUDY

FIGURE 5.20 OD PAIR 6 - SOUTHBOUND AM TRAVEL TIMES (IN MINUTES) 120 6a SOV 6b SOV 6a HOV 6b HOV Transit 100 80 Minutes 60 40 20 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 6a SOV 70 63 79 51 54 30 34 38 42 42 36 6b SOV 81 54 60 46 45 34 30 40 44 33 41 6a HOV ND 63 ND 50 53 25 30 30 41 31 34 6b HOV ND 54 ND 44 46 31 26 31 37 44 26 Transit ND 59 62 68 59 72 54 69 64 59 57 FIGURE 5.21 OD PAIR 6 - NORTHBOUND PM TRAVEL TIMES (IN MINUTES) 120 6a SOV 6b SOV 6a HOV 6b HOV Transit 100 80 Minutes 60 40 20 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 6a SOV 70 68 44 53 36 39 36 34 42 42 53 6b SOV 81 70 40 36 29 30 34 37 38 46 55 6a HOV ND 37 35 44 36 38 36 35 35 35 47 6b HOV ND 39 38 36 29 27 26 33 31 33 44 Transit ND 64 58 58 63 64 72 73 64 64 63 CHAPTER 5 ORIGIN DESTINATION STUDY 93

Caribbean Dr FIGURE 5.22 OD PAIR 7 - PLEASANTON TO MOFFETT PARK Route 7a Transit Route 7b Central Exp Montague Expwy Murphy Ave OD Pair 7 - Pleasanton to Moffett Park ROUTE 7A Sunol Road <> I-680 <> Calaveras Boulevard/SR 237 <> Mathilda Avenue <> Lockheed (27 miles SB, NB). ROUTE 7B Sunol Road <> I-680 <> Mission Boulevard ( SR 262) <> I-880 <> Calaveras Boulevard/SR 237 <> Mathilda Avenue <> Lockheed (26 miles SB, 25.5 miles NB). TRANSIT AM Altamont Commuter Express (ACE) from Pleasanton Station to Great America Amtrak/ACE Station <> Walk to Lick Mill Light Rail Station <> Transfer to VTA Light Rail Line 902 to Lockheed Martin Station TRANSIT PM VTA Light Rail Line 902 from Lockheed Martin Station to Lick Mill Station <> Walk to Great America Amtrak/ACE Station <> Transfer to Altamont Commuter Express to Pleasanton Station 94 CHAPTER 5 ORIGIN DESTINATION STUDY

FIGURE 5.23 OD PAIR 7 - SOUTHBOUND AM TRAVEL TIMES (IN MINUTES) 120 7a SOV 7b SOV 7a HOV 7b HOV Transit 100 80 Minutes 60 40 20 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 7a SOV 79 68 60 37 50 37 39 44 48 48 42 7b SOV 89 59 69 70 44 40 35 46 44 39 47 7a HOV ND 64 60 37 48 31 36 36 41 37 40 7b HOV ND 55 61 66 46 36 30 37 37 50 32 Transit ND ND 113 75 69 73 58 56 62 66 66 FIGURE 5.24 OD PAIR 7 - NORTHBOUND PM TRAVEL TIMES (IN MINUTES) 120 7a SOV 7b SOV 7a HOV 7b HOV Transit 100 80 Minutes 60 40 20 0 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 1997 1998 2000 2001 2002 2004 2005 2006 2007 2008 2009 6a SOV 70 68 44 53 36 39 36 34 42 42 53 6b SOV 81 70 40 36 29 30 34 37 38 46 55 6a HOV ND 37 35 44 36 38 36 35 35 35 47 6b HOV ND 39 38 36 29 27 26 33 31 33 44 Transit ND 64 58 58 63 64 72 73 64 64 63 CHAPTER 5 ORIGIN DESTINATION STUDY 95

CHAPTER 6 BICYCLES AND PEDESTRIANS 96 CHAPTER 6 BICYCLES AND PEDESTRIANS