Rengstorff Avenue Complete Streets Study
Existing Conditions Memorandum
August 2026
Attachment 2
Table of Contents
• Project Overview
• Existing Corridor Elements
• Site Visit
• Traffic and Collisions Analysis
• Parking Analysis
• Corridor Transit Performance
• Previous Plan Review
• Key Takeaways
Select a section title to jump to that section.
Appendices
Appendix A: Intersection Counts
Appendix B: HCM 2000 LOS Reports
Appendix C: SimTraffic Reports
Appendix D: Signal Warrant Analyses
Appendix E: Parking Analysis
2 Project Overview
3 Study Goals
Identify a preferred alternative and develop preliminary concept drawings and cost estimates
Explore ways to enhance safety, incorporate green street elements, and improve multimodal access for people walking, biking, using public transit, and driving along the Rengstorff Avenue Corridor Study funded by a Caltrans Sustainable Transportation
Planning Grant and grant deadline is June 2027
4 Study Corridor
5 Existing Corridor Elements
6 Existing Corridor Configuration
1 Rengstorff Ave between El Camino Real and University Ave 2 Rengstorff Ave between University Ave and Central Expy 3 Rengstorff Ave between Central Expy and W Middlefield Rd 4 Rengstorff Ave between W Middlefield Rd and Leghorn St Rengstorff Ave looking north
101
Rengstorff Ave
University Ave
Central Expy
El Camino Real
1 2 3
4 Key Map
7 Existing Corridor Configuration
1 Rengstorff Ave between El Camino Real and University Ave 101
• Mix of commercial and residential buildings on
both sides
• Connects students to Los Altos High School,
Mariano Castro Elementary School, and
Gabriela Mistral Elementary School
Segment
Class II bike lane
Two travel lanes
Median
Two travel lanes
Left turn lane
Class II bike lane
Rengstorff Ave
University Ave
Central Expy
El Camino Real
Key Map
Rengstorff Ave looking north
Los Altos
High School
Mariano Castro Elementary
School and Gabriela Mistral
Elementary School
8 Existing Corridor Configuration
2 Rengstorff Ave between University Ave and Central Expy Class II bike lane
Two travel lanes
Two travel lanes
Left turn lane
Class II bike lane
Parking lane
• West side is residential buildings
• East side is adjacent to Rengstorff Park and
Mountain View Community Center
101
Segment
Rengstorff Ave
University Ave
Central Expy
El Camino Real
Key Map
Rengstorff Ave looking north
Rengstorff Park
Mountain View
Community Center
Mountain View
Community Center
Rengstorff Park
9 Existing Corridor Configuration
3 Rengstorff Ave between Central Expy and W Middlefield Rd Class II bike lane
Two travel lanes
Parking lane
Two travel lanes
Parking lane • East and west side are a mix of residential and community buildings (e.g. churches and fire department)
• Monta Loma Elementary is west of Rengstorff Ave
• Caltrain has a planned grade separation project that would be implemented in the future
• Rengstorff Avenue improvements would not preclude future Caltrain grade separation project
101
Segment
Rengstorff Ave
University Ave
Central Expy
El Camino Real
Key Map
Rengstorff Ave looking north
Monta Loma Elementary
Class II bike lane
Mountain View
Fire Station
Monta Loma
Elementary
10 Existing Corridor Configuration
4 Rengstorff Ave between W Middlefield Rd and Leghorn St Two travel lanes
Shared bike and
parking lane
Two travel lanes
Shared bike
and parking
lane
• Mix of commercial and residential buildings on both
sides
• Tiny Einstein Child Development Center and Palo
Alto Prepatory are west of Rengstorff Ave
• Crittenden Middle School is to the east of Rengstorff Ave
101
Segment
Rengstorff Ave
University Ave
Central Expy
El Camino Real
Key Map
Rengstorff Ave looking north
Tiny Einstein Child
Development Center
Palo Alto Prepatory
Tiny Einstein Child
Development Center
Palo Alto
Prepatory
Crittenden
Middle School
11 Land Use
Source: City of Mountain View 2030 General Plan
• Predominantly residential uses along Rengstorff Avenue • Cluster of high density just north of El Camino Real
• Low to medium density along most of the corridor north of Rengstorff Park • Commercial land uses at intersections with Central Expressway and W Middlefield Road • Pockets of mixed-use near Old Middlefield Way and El Camino Real • Industrial uses around the northern portion of corridor, near US-101
12 Curb-to-Curb Width
Source: Nearmap, 2025
• Curb-to-curb width does not vary much throughout the corridor • Most constrained for brief section near Plymouth Street • Least constrained just south of Central Expressway
• Presence of on-street parking varies along the corridor and significantly influences available roadway width and the opportunities for improvements 13 Right-of-Way (ROW) Width
Source: ParcelQuest, 2025
• ROW width does not vary much throughout the corridor
• Most constrained for brief sections near Plymouth Street and San Luis Avenue
• Least constrained just north of Central Expressway
14 Existing and Planned Bike Facilities
Source: City of Mountain View, 2025
• Bicycle Facilities on Rengstorff Ave corridor:
• Existing Class II Bike Lane along entire corridor
• Proposed Class IV Cycle Track along entire corridor per the City’s Bicycle Transportation Plan (2015)
• City’s Bicycle Transportation Plan (2015) calls for bicycle intersection marking improvements at Rengstorff Ave intersections at Crisanto Ave, Central Expy, Middlefield Rd, Rock St, and all US-101 ramps
• Bicycle intersection turning improvements are also recommended at Middlefield Rd intersection 15 Site Visit
16 Site Visit
• Conducted on morning of January 23rd, 2026
• Site visit route included walking on Rengstorff Avenue between El Camino Real and Central Expressway, and between Old Middlefield Way and Colony Street.
Legend
Site Visit Route
17 Site Visit Key Findings
• Constant bicycle and pedestrian activity throughout corridor • Bicycle and pedestrian visibility issues at crossings South of Central Expressway
• City noted that conflicts between right turning vehicles and cyclists has been an ongoing issue • Minimal driveways south of Central Expressway – may be good candidate for parking protected bike lanes
North of Central Expressway
• Consistent bike facility between Old Middlefield Way and Leghorn St is preferred • Consider occasional bulbouts where parking exists to meet greening requirements • High commercial parking usages near Old Middlefield Way • Very concrete and bare near Old Middlefield Way
18 Site Visit Key Findings
Note: Some findings for challenges near Central Expressway and Leland Avenue will be addressed through work on the future Caltrain Grade Separation project.
19 Traffic and Collisions Analysis
20 Traffic Analysis Methodology
• 12 intersections analyzed
• Intersection volume counts were collected on December 9, 2025, from 7 AM to 7 PM • AM peak hour: 8 AM to 9 AM
• PM peak hour: 4:45 PM to 5:45 PM
• Intersection counts are included in Appendix A
• HCM 20001 Level of Service (LOS) Reports are included in Appendix B • SimTraffic Reports are included in Appendix C
• Calculated delay and LOS
• LOS: measure of vehicle traffic flows
• Letter grades from A (free flow) to F (near gridlock) • LOS D or better is acceptable for City
• 50th and 95th percentile queue lengths calculated using SimTraffic for 10 runs 1HCM 2000 was used due to non-NEMA standard phasing.
21 Speed
• Data collected on Tuesday, December 9, 2025 for one hour:
• Between University Ave and Stanford Ave: between 9:20 AM and 10:20 AM • Between Montecito Ave and Jane Ln: between 2 PM and 3 PM • Between Colony St and Wyandotte St: between 1:10 PM and 2:10 PM 22 Average Daily Traffic
• Data collected on Tuesday, December 9, 2025 for 24 hours 23 Intersection Analysis Location Map
• 12 intersections analyzed: 9 signalized and 3 unsignalized 24 Rengstorff Ave
0 (1)
12 (9)
1 (0)
1 (0)
6 (6)
0 (0)
17 (9)
California St
27 (43)
16 (22)
4 (0)
6 (14)
1 (2)
California St
1 (0)
19 (2)
1 (0)
23 (19)
Rengstorff Ave
Rengstorff Ave
0 (0)
8 (4)
0 (1)
0 (1)
2 (3)
0 (0)
16 (21)
Latham St
22 (32)
1 (1)
18 (9)
0 (1)
26 (32)
Rengstorff Ave
14 (14)
0 (0)
3 (8)
2 (0)
Latham St
0 (0)
4 (0)
1 (0)
9 (10)
0 (0)
0 (0)
0 (3)
2 (0)
0 (0)
1 (1)
Rengstorff Ave
El Camino Real
0 (0) El Camino Real
26 (13)
Bike and Pedestrian Volumes
1. Rengstorff Ave and El Camino Real
2. Rengstorff Ave and Latham St 3. Rengstorff Ave and California St Legend
XX(XX): AM Peak Volume (PM Peak Volume)
Signalized Intersection
Stop Controlled Movement
25 Rengstorff Ave
8 (2)
2 (4)
1 (0)
1 (0)
9 (7)
3 (4)
4 (6)
7 (5)
0 (3)
10 (2)
0 (0)
Jewell Pl
0 (0)
3 (12)
0 (0)
Rengstorff Ave
8 (11)
Montecito Ave
8 (5)
Rengstorff Ave
0 (2)
2 (0)
0 (0)
1 (0)
8 (6)
0 (0)
27 (20)
1 (1)
5 (0)
0 (0)
Central Expy
31 (13)
0 (0)
2 (0)
0 (0)
0 (1)
Rengstorff Ave
5 (9)
Central Expy
Rengstorff Ave
1 (0)
0 (0)
0 (0)
0 (0)
7 (6)
0 (2)
19 (18)
0 (0)
14 (8)
Rengstorff Ave
12 (15)
Stanford Ave
11 (14)
0 (0)
15 (20)
0 (0)
0 (0)
1 (0)
Stanford Ave
Bike and Pedestrian Volumes
4. Rengstorff Ave and Stanford Ave 5. Rengstorff Ave and Central Expy
6. Rengstorff Ave and Jewell
Pl/Montecito Ave
Legend
XX(XX): AM Peak Volume (PM Peak Volume)
Signalized Intersection
Stop Controlled Movement
26 Rengstorff Ave
3 (0)
1 (1)
0 (1)
0 (0)
5 (4)
6 (2)
7 (8)
1 (0)
5 (1)
0 (0)
Rock St
1 (0)
1 (2)
0 (0)
13 (6)
Rengstorff Ave
5 (3)
Rock St
5 (6)
Rengstorff Ave
0 (3)
1 (5)
0 (0)
0 (0)
3 (0)
0 (0)
14 (15)
0 (0)
3 (2)
1 (0)
W Middlefield Rd
0 (0)
1 (0)
1 (0)
13 (15)
Rengstorff Ave
11 (11)
W Middlefield Rd
4 (1)
3 (9)
Rengstorff Ave
5 (10)
0 (1)
0 (1)
Jane Ln
3 (0)
Rengstorff Ave
Bike and Pedestrian Volumes
7. Rengstorff Ave and Jane Ln 8. Rengstorff Ave and W Middlefield Rd 9. Rengstorff Ave and Rock St Legend
XX(XX): AM Peak Volume (PM Peak Volume)
Signalized Intersection
Stop Controlled Movement
27 Rengstorff Ave
0 (0)
1 (0)
1 (0)
0 (0)
1 (0)
0 (0)
4 (16)
0 (2)
1 (1)
4 (9)
0 (0)
Leghorn St
1 (0)
3 (3)
0 (0)
Rengstorff Ave
2 (3)
Leghorn St
3 (5)
1 (5)
Rengstorff Ave
8 (13)
0 (0)
0 (0)
Wyandotte St
Rengstorff Ave
0 (0)
Rengstorff Ave
0 (0)
0 (0)
0 (0)
0 (0)
1 (1)
0 (0)
6 (10)
0 (0)
0 (0)
0 (0)
Old Middlefield Way
4 (0)
Rengstorff Ave
0 (0)
5 (8)
0 (0)
0 (0)
Old Middlefield Way
13 (7)
Bike and Pedestrian Volumes
10. Rengstorff Ave and Old Middlefield Way
11. Rengstorff Ave and Wyandotte St 12. Rengstorff Ave and Leghorn St Legend
XX(XX): AM Peak Volume (PM Peak Volume)
Signalized Intersection
Stop Controlled Movement
28 Existing AM Existing PM
Intersection ID Intersection Name LOS Delay LOS Delay
1 El Camino Real & Rengstorff Ave C 33.3 C 23.9
2 Rengstorff Ave & Latham St C 29.9 B 18.9
3 Rengstorff Ave & California St D 45.1 E 62.1
4 Rengstorff Ave & Stanford Ave B 11.9 A 9
5 Rengstorff Ave & Central Expy E 74.8 F 85.9
6 Rengstorff Ave & Montecito Ave D 45.5 B 15.8
7 Rengstorff Ave & Jane Lane* C 17.3 C 15
8 Rengstorff Ave & W Middlefield Rd D 38.2 D 43.2
9 Rengstorff Ave & Rock St* D 25.5 B 12.8
10 Rengstorff Ave & Old Middlefield Way D 38.2 D 40.4
11 Rengstorff Ave & Wyandotte St* A 10 B 11.3
12 Rengstorff Ave & Leghorn St C 23.1 D 42.3
Intersection Results
Level of Service (LOS) and Delay
• Intersection at Central Expy operates at LOS E in the AM peak hour and LOS F in the PM peak hour.
• Intersection at California St operates at LOS E in PM peak hour.
29 *For unsignalized intersections, LOS and delay are taken from the worst performing movement LOS Results
30 Queueing Results
Number of Movements with Queues
Exceeding Storage Length
Movements with Queues Exceeding Storage
Length
Intersection ID Intersection Name Existing AM Existing PM Existing AM Existing PM 1 El Camino Real & Rengstorff Ave 2 2 EBL, SBR EBL, SBR 2 Rengstorff Ave & Latham St - 1 - SBL
3 Rengstorff Ave & California St 4 3 EBL, WBL, NBL, SBL EBL, WBL, SBL 4 Rengstorff Ave & Stanford Ave 1 2 EBL EBL, WBL
5 Rengstorff Ave & Central Expy 4 5 EBL, WBL, WBR, NBL EBL, WBL, WBR, NBL, SBL 6 Rengstorff Ave & Montecito Ave 2 2 EBL, WBL WBL, SBL
7 Rengstorff Ave & Jane Lane - - - -
8 Rengstorff Ave & W Middlefield Rd 1 1 NBL SBL
9 Rengstorff Ave & Rock St - - - -
10 Rengstorff Ave & Old Middlefield Way 3 4 EBL, WBL, NBL EBL, WBL, NBL, SBL 11 Rengstorff Ave & Wyandotte St - - - -
12 Rengstorff Ave & Leghorn St 1 1 NBL NBL
31 Signal Warrant Analysis
Warrant Satisfied?
Jane Lane Rock Street Wyandotte
Street
Warrant 1, Eight-Hour Vehicular Volume No No No
Warrant 2, Four-Hour Vehicular Volume Yes No No
Warrant 3, Peak Hour Yes No No
Warrant 4, Pedestrian Volume No No No
Conclusion Consider Installing a New Traffic
Signal
No Signal
Warranted
No Signal
Warranted
• 3 intersections analyzed
• Full signal warrant analyses in Appendix D
• New traffic signal should be considered for Jane Lane due to high peak hour volumes with recorded speed along Rengstorff Avenue over 40 mph, which is above the posted speed limit of 35 MPH
32 Collisions
• Collision data pulled from SWITRS from July
2020 through June 2025
• 72 collisions recorded
33 Primary Causes of Auto Collisions
1 1
1 1
1 1
2 3
4 2
6 6
2 1
2 3
5 5
4 0 2 4 6 8 10 12
Other Hazardous Violation
Other Than Driver (or Pedestrian)
Unsafe Starting or Backing
Unknown
Following Too Closely
Wrong Side of Road
Improper Turning
Driving or Bicycling Under the Influence of Alcohol or Drug Automobile Right of Way
Unsafe Speed
Traffic Signals and Signs
Number of Collisions
Primary Cause of Collision
Severe Injury Minor Injury Complaint of Pain
• Highest number
of auto collisions
due to drivers
violating traffic
signals and
signage
34 Injury Bicycle and Pedestrian Collisions by Cause
• 21 total bicycle and pedestrian involved
collisions
• 5 minor injury collisions (not pictured below)
35 Primary Causes of Bicycle and Pedestrian Collisions
• Highest number of
collisions due to
violations
• Bicyclists were at fault
for wrong side of road
violations
2 1
1 1
2 2
2 5
1 1
1 1
1 0 1 2 3 4 5 6 7
Unknown
Unsafe Speed
Other Hazardous Violation
Improper Turning
Wrong Side of Road
Traffic Signals and Signs
Pedestrian Right of Way
Automobile Right of Way
Number of Collisions
Primary Cause of Collision
Severe Injury Minor Injury Complaint of Pain
36 Parking Analysis
37 Parking Data Collection Overview
• Parking counts were taken on December 9, 11, and 13, 2025 (Tuesday, Thursday, and Saturday)
• Weekday counts (Tuesday & Thursday)
• Daytime Counts: 8 AM, 12 PM, 4 PM, 6 PM
• Nighttime Counts: 3 AM
• Weekend counts (Saturday)
• Daytime Counts: 6 AM, 9 AM, 12 PM, 4 PM, 8 PM
• Nighttime Counts: 12 AM, 3 AM
• Full results in Appendix E
38 On-Street Parking Inventory
• There are 253 on-street parking spots available along the corridor • Parking is allowed on approximately 40% of corridor
• Limited on-street parking allowed south of Central Expy. 39 Parking – Weekday Daytime
• On-street parking is typically near or at capacity north of Old Middlefield Way
• On-street parking is typically available between Jewel Pl and Junction Ave
40 Parking – Weekday Nighttime
• On-Street parking is overall more constrained at night than during the day in between Central Expy and W Middlefield Rd
• Similar pattern to daytime parking occupancy, with segments north of Old Middlefield Way typically most constrained
41 Parking – Weekend Daytime
• Parking occupancy is higher during weekend daytime than weekday daytime, overall.
• Segments north of Old Middlefield Way are once again the most constrained, but more segments south of Old Middlefield Way are also near capacity
42 Parking – Weekend Nighttime
• Generally similar patterns to daytime, but on-street parking segments near parks are emptier at night
43 Parking Findings Summary
• Limited on-street parking is allowed south of Central Expy. • Average parking occupancy is highest north of Old Middlefield Way, but parking is also constrained for some segments
between Jane Ln. and W. Middlefield Rd.
• Parking overall tends to be more constrained on nights and weekends on corridor due to multi-unit dwellings
44 Corridor Transit Performance
45 Transit Boardings
• Corridor is served by:
• VTA Route 40, 30 min peak frequency
• MVCS Red & Gray Routes, 30 min peak
frequency
• Ridership activity greatest near California
Street intersection, followed by W
Middlefield Road intersection
Source: VTA, MVgo, and Mountain View
Community Shuttle, October 2025 46
Transit Alightings
• Corridor is served by:
• VTA Route 40, 30 min peak frequency
• MVCS Red & Gray Routes, 30 min peak
frequency
• Ridership activity greatest near California
Street intersection, followed by Middlefield
Road and Leghorn St intersections
Source: VTA, MVgo, and Mountain View
Community Shuttle, October 2025 47
Previous Plan Review
48 City of Mountain View, Pedestrian Master Plan, 2014
Background
• Overview: The Pedestrian Master Plan is the City’s first citywide plan focused on improving pedestrian walkability, connectivity, and accessibility.
Takeaways
• Barriers to Walking: Rengstorff Avenue is characterized as a mix of light industrial, retail, and residential uses with cul-de-sacs and long blocks, which create greater distances between origins and destinations as well as other barriers to connectivity. • Recommendations: Rengstorff Avenue is identified as a potential location for streetscape and pedestrian environment
enhancements.
Relevance to Study
• The pedestrian challenges raised by the Pedestrian Master Plan— such as gaps in pedestrian network, limited connectivity to destinations, safety concerns, and pedestrian comfort—will be addressed.
49 City of Mountain View, Bicycle Transportation Plan,
2015 Background
• Overview: The Bicycle Transportation Plan is the City’s long-range strategy to create a safe, connected, and comfortable bicycling network.
Takeaways
• In an online survey, Rengstorff Avenue was one of the most highly identified corridor as needing bicycle improvements by respondents. • Rengstorff Avenue is characterized as one of the City’s major retail shopping areas. • The intersection of Rengstorff Avenue and Central Expressway had one of the highest numbers of bicycle-related collisions between 2009 and 2013. • This plan recommends upgrading the existing Class II bike lanes on Rengstorff Avenue to a Class IV cycle track.
• The plan recommends spot improvements for the following intersections on Rengstorff Avenue: Central Expressway, Rock Street, Crisanto Avenue, 101 ramps, and Middlefield Road.
Relevance to Study
• This Study will reference the recommendations for bikeway and spot improvements outlined in the Bicycle Transportation Plan. 50 City of Mountain View, Vision Zero Analysis, 2019
Background
• Overview: In January 2019, a draft Vision Zero Policy was developed based on an analysis of collision history. This policy identified the City’s High Injury Network (HIN) and was adopted in December 2019.
Takeaways
• The policy established the goal of eliminating fatal traffic collisions and reducing KSI (killed or severe injury) collisions by 50% by 2030. • During the policy’s development, an interdepartmental Vision Zero Working Group identified specific Vision Zero strategies. • Community engagement of the community received support for the policy and initial action plan components.
Relevance to Study
• Following its adoption, the Vision Zero Policy was used to develop the subsequent Vision Zero Action Plan.
51 City of Mountain View, Comprehensive Modal
Plan, 2021 Background
• AccessMV unifies over 30 existing transportation plans, studies, and policies into one coordinated multimodal transportation plan for the City.
Takeaways
• Based on an analysis of a set of network criteria, Rengstorff Avenue ranked as the corridor with the second highest priority for improvements. • Rengstorff Avenue had the third highest number of fatal and severe collisions of all corridors in the City.
• An analysis of daily average travel speed found that Rengstorff Avenue had lower prevailing speeds than the posted speed limit, indicating either high levels of congestion or more complex, unpredictable environments. • The proposed Class IV cycle track on Rengstorff Avenue was ranked a Tier 2 priority bicycle project.
• The Rengstorff Avenue Adaptive Signal System Project was ranked a Tier 1 priority roadway project.
Relevance to Study
• This plan emphasizes the importance of improvements on Rengstorff Avenue for connectivity to the greater multimodal network and safety. 52 City of Mountain View, Vision Zero Action Plan and
Local Road Safety Plan, 2024
Background
• This plan provides a framework to identify and prioritize strategies to prevent fatal and severe collisions to help the City meet its Vision Zero goal to eliminate all fatal crashes by 2030.
Takeaways
• Based on this plan’s analysis, Rengstorff Avenue from El Camino Real to Central Expressway was identified as the highest priority in the City for safety improvements.
• The Rengstorff Avenue Green Complete Streets Project is recommended to address the corridor’s concerns.
• Safety intersection improvements are recommended at the intersections of Rengstorff Avenue/Old Middlefield Way, Rengstorff Avenue/Junction Avenue, and Rengstorff Avenue/Plymouth Street. • The project recommends repurposing lanes to implement a Class IV protected bike lane.
Relevance to Study
• This plan recommends the Rengstorff Avenue Green Complete Streets Project to address the high priority safety concerns on the corridor. 53 Metropolitan Transportation Commission (MTC),
Regional High Injury Network, 2022
Background
• In 2020, MTC adopted a Regional
Safety/Vision Zero policy to encourage and
support progress toward eliminating traffic
fatalities in serious injuries in the Bay Area by
2030.
Takeaways
• Rengstorff Avenue between Central
Expressway and Leghorn Street is identified as
part of MTC’s high injury network.
Relevance to Study
• MTC’s policy outlines regional support that the
City may leverage for safety improvements on
Rengstorff Avenue.
Source: https://bayviz.mysidewalk.com/
54 Caltrans, Sustainable Transportation Planning Grant, 2024 Background
• The City received $352,000 from Caltrans to conduct the Rengstorff Avenue Complete Streets Study.
Takeaways
• The project received funding because it is identified in the City’s high injury network, MTC’s high injury network, MTC’s regional high injury network, and as a highest priority corridor in AccessMV.
Relevance to Study
• This funding will allow this project to complete a parking and traffic analysis, community and stakeholder engagement, preliminary concept development and feasibility analysis, and plan line drawings for a preferred concept.
55 City of Mountain View, Capital Improvement Program,
2025-26 Background
• The City’s Capital Improvement Program that was
adopted for fiscal year (FY) 2025-26 will outline
planned infrastructure investments from FY 2026-27
through 2029-30.
Takeaways
• Safety crossing improvements are approved for the
Rengstorff Caltrain crossing and will include rail
intrusion warning technology and a Quiet Zone
analysis in FY 2025-26.
• The Rengstorff Avenue grade separation project has
construction slated for FY 2028-29.
• The design of a protected intersection at El Camino
Real/Rengstorff Avenue is scheduled to occur in FY
2029-30.
Relevance to Study
• This study will plan for integration with ongoing and planned improvement.
56 City of Mountain View, Rengstorff Avenue Grade
Separation Project, 2024 – Present
Background
• The project proposes to depress the
intersection of Rengstorff Avenue/Central
Expressway to enhance safety, traffic flow,
railroad operational safety and traffic, and
movement along adjacent streets and
intersections.
Takeaways
Relevance to Study
• The project is currently in the final design and
right-of-way acquisition phase with design to
be scheduled to be completed in early 2027,
and construction is pending funding
availability. This study will incorporate the
final design’s changes.
57 City of Mountain View, El Camino Real Precise Plan,
2024
Background
• This zoning and design plan covers the roughly
3.9 mile stretch of El Camino Real that passes
through the City.
Takeaways
• The plan aims to transform the low density and
auto-oriented corridor into a livable, mixed-use,
and multimodal friendly corridor.
• Recommendations for El Camino Real are being
implemented as projects outlined in the El
Camino Real Streetscape Plan.
Relevance to Study
• This study will plan for integration with ongoing
and planned improvements on El Camino Real.
58 Key Takeaways
59 Key Takeaways
• Land uses along the corridor transition from high density residential just north of El Camino Real, to low-to-medium density residential from Rengstorff Park to Old Middlefield Way, to mixed-use and industrial north of there • Class II bicycle lane, or shared parking and bicycle lane, is provided along the whole corridor
• Curb-to-curb width ranges from 65-75 feet along the corridor, and ROW width ranges from 80-90 feet along the corridor
• Corridor has long segments without mid-block crossings • Mountain View Community Center serves a diverse population • New connections are needed to the Mountain View Community Center 60 Traffic Takeaways
• Corridor has certain intersections that do not operate at an acceptable LOS • California Street and Central Expressway
• All signalized intersections have at least one movement where 95th percentile queue exceeds storage length in at least one peak period. • A signal or other intersection control measure could be considered at Jane Lane based on side-street volumes and recorded speeds on Rengstorff Avenue • Collisions are high at the intersections of Central Expressway and Old Middlefield Way
• A key cause of bicycle collisions is related to automobile right-of-way violations • A key cause of pedestrian collisions is related to pedestrian right-of-way violations
61 Parking Takeaways
• Parking is allowed on approximately 40% of corridor
• Limited existing on-street parking south of Central Expy. • Average parking occupancy is highest north of Old Middlefield Way, but parking is also constrained for some segments between Jane Ln. and W. Middlefield Rd. • Parking overall tends to be more constrained on nights and weekends Transit Takeaways
• Highest transit ridership activity occurs at the intersections at California St and W Middlefield Rd
62 Appendix A: Intersection
Counts
63 File Name : 1 - FINAL
Site Code : 00000001
Start Date : 12/9/2025
Page No : 1
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
LEGHORN ST
Westbound
RENGSTORFF AVE
Northbound
LEGHORN ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 28 29 0 0 57 0 3 2 3 8 1 75 20 3 99 4 2 16 2 24 188 07:15 AM 17 40 4 3 64 7 5 0 0 12 0 82 15 2 99 11 0 24 3 38 213 07:30 AM 22 36 0 0 58 13 8 1 0 22 0 100 21 3 124 12 3 21 0 36 240 07:45 AM 26 28 0 0 54 7 8 3 0 18 0 116 18 1 135 10 1 23 0 34 241 Total 93 133 4 3 233 27 24 6 3 60 1 373 74 9 457 37 6 84 5 132 882 08:00 AM 25 45 2 0 72 4 4 0 1 9 0 142 25 0 167 15 5 31 1 52 300 08:15 AM 21 46 4 2 73 10 9 1 1 21 1 185 24 0 210 12 1 46 2 61 365 08:30 AM 36 42 1 0 79 8 10 2 1 21 1 135 24 3 163 22 1 42 0 65 328 08:45 AM 21 45 3 0 69 14 9 1 0 24 1 160 33 1 195 14 3 51 1 69 357 Total 103 178 10 2 293 36 32 4 3 75 3 622 106 4 735 63 10 170 4 247 1350 09:00 AM 23 42 6 0 71 9 9 1 2 21 2 143 47 3 195 11 3 37 5 56 343 09:15 AM 18 38 1 0 57 11 8 1 1 21 1 151 35 2 189 18 4 35 1 58 325 09:30 AM 14 44 2 1 61 8 11 2 1 22 3 142 40 1 186 25 3 31 1 60 329 09:45 AM 24 61 2 3 90 8 7 1 2 18 2 139 49 2 192 20 5 35 2 62 362 Total 79 185 11 4 279 36 35 5 6 82 8 575 171 8 762 74 15 138 9 236 1359 10:00 AM 30 54 2 1 87 4 4 1 0 9 1 108 60 1 170 22 3 25 2 52 318 10:15 AM 37 60 1 2 100 7 7 0 1 15 0 114 50 1 165 25 5 26 1 57 337 10:30 AM 32 49 6 5 92 8 13 1 3 25 0 91 38 3 132 18 3 28 5 54 303 10:45 AM 21 42 2 3 68 3 2 0 0 5 1 91 41 0 133 24 3 30 1 58 264 Total 120 205 11 11 347 22 26 2 4 54 2 404 189 5 600 89 14 109 9 221 1222 11:00 AM 24 50 5 0 79 7 5 1 1 14 1 103 58 0 162 27 3 36 0 66 321 11:15 AM 27 54 2 1 84 3 5 0 0 8 1 97 38 2 138 36 2 30 4 72 302 11:30 AM 25 85 4 0 114 8 3 1 0 12 1 94 43 0 138 25 1 37 3 66 330 11:45 AM 29 90 1 0 120 6 4 1 0 11 2 79 39 0 120 31 7 35 2 75 326 Total 105 279 12 1 397 24 17 3 1 45 5 373 178 2 558 119 13 138 9 279 1279 12:00 PM 38 82 0 1 121 8 3 1 1 13 2 93 44 0 139 35 1 39 13 88 361 12:15 PM 33 77 5 0 115 5 9 3 0 17 1 80 39 2 122 38 1 43 3 85 339 12:30 PM 35 62 5 0 102 10 6 0 0 16 1 92 35 1 129 41 5 33 0 79 326 12:45 PM 30 81 3 3 117 8 7 1 2 18 1 84 44 1 130 34 2 30 7 73 338 Total 136 302 13 4 455 31 25 5 3 64 5 349 162 4 520 148 9 145 23 325 1364 01:00 PM 33 73 0 3 109 4 6 1 0 11 0 88 51 3 142 30 3 34 3 70 332 01:15 PM 23 77 1 5 106 2 4 0 2 8 0 71 56 3 130 39 4 39 4 86 330 01:30 PM 29 70 6 5 110 1 6 0 1 8 2 58 49 1 110 43 1 32 2 78 306 01:45 PM 19 73 6 1 99 7 9 1 1 18 1 78 55 1 135 29 4 31 2 66 318 Total 104 293 13 14 424 14 25 2 4 45 3 295 211 8 517 141 12 136 11 300 1286 02:00 PM 35 54 3 2 94 6 7 2 1 16 1 79 41 0 121 33 6 36 3 78 309 02:15 PM 19 72 1 0 92 4 8 2 1 15 0 70 51 3 124 46 5 25 5 81 312 02:30 PM 14 70 6 2 92 14 5 1 0 20 3 92 50 3 148 38 5 50 3 96 356 02:45 PM 23 86 3 1 113 10 7 0 0 17 1 94 67 3 165 39 2 32 3 76 371 Total 91 282 13 5 391 34 27 5 2 68 5 335 209 9 558 156 18 143 14 331 1348 03:00 PM 25 85 3 0 113 10 9 1 0 20 0 74 58 5 137 55 4 30 4 93 363 03:15 PM 24 108 2 3 137 7 11 1 3 22 4 54 54 4 116 48 6 26 2 82 357 03:30 PM 35 136 3 0 174 5 21 1 0 27 0 81 55 0 136 54 6 22 4 86 423 03:45 PM 53 131 4 0 188 15 38 1 0 54 0 77 58 2 137 52 10 25 4 91 470 Total 137 460 12 3 612 37 79 4 3 123 4 286 225 11 526 209 26 103 14 352 1613
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 1 - FINAL
Site Code : 00000001
Start Date : 12/9/2025
Page No : 2
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
LEGHORN ST
Westbound
RENGSTORFF AVE
Northbound
LEGHORN ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 37 124 3 0 164 20 17 0 0 37 2 137 60 2 201 49 11 36 4 100 502 04:15 PM 24 115 0 2 141 22 19 0 0 41 2 124 57 2 185 54 7 32 3 96 463 04:30 PM 24 136 1 0 161 9 12 0 1 22 1 92 44 0 137 64 9 50 1 124 444 04:45 PM 14 110 0 1 125 24 20 1 0 45 1 138 55 1 195 67 9 50 1 127 492 Total 99 485 4 3 591 75 68 1 1 145 6 491 216 5 718 234 36 168 9 447 1901 05:00 PM 39 123 0 0 162 23 27 0 3 53 1 115 51 4 171 50 5 45 6 106 492 05:15 PM 42 162 2 2 208 9 19 1 1 30 1 149 44 2 196 52 5 25 6 88 522 05:30 PM 17 163 2 0 182 16 21 3 1 41 0 94 57 2 153 63 9 24 3 99 475 05:45 PM 25 196 11 2 234 9 26 2 1 38 0 83 47 0 130 50 8 42 1 101 503 Total 123 644 15 4 786 57 93 6 6 162 2 441 199 8 650 215 27 136 16 394 1992 06:00 PM 36 153 12 1 202 31 17 1 1 50 3 130 33 1 167 47 10 27 2 86 505 06:15 PM 30 94 3 0 127 39 21 0 0 60 1 108 46 1 156 35 7 42 4 88 431 06:30 PM 26 142 3 0 171 11 15 2 0 28 0 62 49 0 111 49 5 53 3 110 420 06:45 PM 20 109 4 0 133 5 10 0 0 15 1 64 52 1 118 41 3 30 5 79 345 Total 112 498 22 1 633 86 63 3 1 153 5 364 180 3 552 172 25 152 14 363 1701 Grand Total 1302 3944 140 55 5441 479 514 46 37 1076 49 4908 2120 76 7153 1657 211 1622 137 3627 17297 Apprch % 23.9 72.5 2.6 1 44.5 47.8 4.3 3.4 0.7 68.6 29.6 1.1 45.7 5.8 44.7 3.8 Total % 7.5 22.8 0.8 0.3 31.5 2.8 3 0.3 0.2 6.2 0.3 28.4 12.3 0.4 41.4 9.6 1.2 9.4 0.8 21
RENGSTORFF AVE
Southbound
LEGHORN ST
Westbound
RENGSTORFF AVE
Northbound
LEGHORN ST
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:15 AM
08:15 AM 21 46 4 71 10 9 1 20 1 185 24 210 12 1 46 59 360 08:30 AM 36 42 1 79 8 10 2 20 1 135 24 160 22 1 42 65 324 08:45 AM 21 45 3 69 14 9 1 24 1 160 33 194 14 3 51 68 355 09:00 AM 23 42 6 71 9 9 1 19 2 143 47 192 11 3 37 51 333 Total Volume 101 175 14 290 41 37 5 83 5 623 128 756 59 8 176 243 1372 % App. Total 34.8 60.3 4.8 49.4 44.6 6 0.7 82.4 16.9 24.3 3.3 72.4 PHF .701 .951 .583 .918 .732 .925 .625 .865 .625 .842 .681 .900 .670 .667 .863 .893 .953
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 1 - FINAL
Site Code : 00000001
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
LEGHORN ST
LEGHORN ST
RENGSTORFF AVE
Right
101
Thru
175
Left
14 InOut Total
840 290 1130
Right
41 Thru
37 Left
5 OutTotal In
27 83 110
Left
128
Thru
623
Right
5 Out TotalIn
239 756 995
Left
176
Thru
8 Right
59 TotalOut In
266 243 509
Peak Hour Begins at 08:15 AM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM
11:30 AM 25 85 4 114 8 3 1 12 1 94 43 138 25 1 37 63 327 11:45 AM 29 90 1 120 6 4 1 11 2 79 39 120 31 7 35 73 324 12:00 PM 38 82 0 120 8 3 1 12 2 93 44 139 35 1 39 75 346 12:15 PM 33 77 5 115 5 9 3 17 1 80 39 120 38 1 43 82 334 Total Volume 125 334 10 469 27 19 6 52 6 346 165 517 129 10 154 293 1331 % App. Total 26.7 71.2 2.1 51.9 36.5 11.5 1.2 66.9 31.9 44 3.4 52.6 PHF .822 .928 .500 .977 .844 .528 .500 .765 .750 .920 .938 .930 .849 .357 .895 .893 .962
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 1 - FINAL
Site Code : 00000001
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
LEGHORN ST
LEGHORN ST
RENGSTORFF AVE
Right
125
Thru
334
Left
10 InOut Total
527 469 996
Right
27 Thru
19 Left
6 OutTotal In
26 52 78
Left
165
Thru
346
Right
6 Out TotalIn
469 517 986
Left
154
Thru
10 Right
129
TotalOut In
309 293 602
Peak Hour Begins at 11:30 AM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:15 PM
05:15 PM 42 162 2 206 9 19 1 29 1 149 44 194 52 5 25 82 511 05:30 PM 17 163 2 182 16 21 3 40 0 94 57 151 63 9 24 96 469 05:45 PM 25 196 11 232 9 26 2 37 0 83 47 130 50 8 42 100 499 06:00 PM 36 153 12 201 31 17 1 49 3 130 33 166 47 10 27 84 500 Total Volume 120 674 27 821 65 83 7 155 4 456 181 641 212 32 118 362 1979 % App. Total 14.6 82.1 3.3 41.9 53.5 4.5 0.6 71.1 28.2 58.6 8.8 32.6 PHF .714 .860 .563 .885 .524 .798 .583 .791 .333 .765 .794 .826 .841 .800 .702 .905 .968
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 1 - FINAL
Site Code : 00000001
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
LEGHORN ST
LEGHORN ST
RENGSTORFF AVE
Right
120
Thru
674
Left
27 InOut Total
639 821 1460
Right
65 Thru
83 Left
7 OutTotal In
63 155 218
Left
181
Thru
456
Right
4 Out TotalIn
893 641 1534
Left
118
Thru
32 Right
212
TotalOut In
384 362 746
Peak Hour Begins at 05:15 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:15 PM
05:15 PM 42 162 2 206 9 19 1 29 1 149 44 194 52 5 25 82 511 05:30 PM 17 163 2 182 16 21 3 40 0 94 57 151 63 9 24 96 469 05:45 PM 25 196 11 232 9 26 2 37 0 83 47 130 50 8 42 100 499 06:00 PM 36 153 12 201 31 17 1 49 3 130 33 166 47 10 27 84 500 Total Volume 120 674 27 821 65 83 7 155 4 456 181 641 212 32 118 362 1979 % App. Total 14.6 82.1 3.3 41.9 53.5 4.5 0.6 71.1 28.2 58.6 8.8 32.6 PHF .714 .860 .563 .885 .524 .798 .583 .791 .333 .765 .794 .826 .841 .800 .702 .905 .968
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 1 - FINAL
Site Code : 00000001
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
LEGHORN ST
LEGHORN ST
RENGSTORFF AVE
Right
120
Thru
674
Left
27 InOut Total
639 821 1460
Right
65 Thru
83 Left
7 OutTotal In
63 155 218
Left
181
Thru
456
Right
4 Out TotalIn
893 641 1534
Left
118
Thru
32 Right
212
TotalOut In
384 362 746
Peak Hour Begins at 05:15 PM
Vehicles
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 1 - FINAL
Site Code : 00000001
Start Date : 12/9/2025
Page No : 1
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
LEGHORN ST
Westbound
RENGSTORFF AVE
Northbound
LEGHORN ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
07:15 AM 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 1 0 0 0 1 4
07:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
07:45 AM 0 1 0 0 1 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 4
Total 0 2 0 0 2 0 3 0 0 3 0 4 0 0 4 1 0 0 0 1 10
08:00 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
08:15 AM 1 0 0 0 1 1 1 0 0 2 0 1 0 0 1 0 0 0 0 0 4
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
08:45 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
Total 1 3 0 0 4 1 1 0 0 2 0 1 0 0 1 0 1 0 0 1 8
09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1
09:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
09:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
Total 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 3
10:00 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
10:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
10:30 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2
10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 3 0 0 3 0 2 0 0 2 0 0 0 0 0 5
11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1
11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1
12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1
12:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
12:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 2
Total 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2 0 0 0 2 4
01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:30 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3
01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3
02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 3 3
02:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 0 0 0 2 3
02:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 3
02:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 4
Total 0 1 1 0 2 0 0 0 0 0 0 0 1 0 1 8 1 1 0 10 13
03:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 1 0 1 1 1 0 0 2 4
03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
03:30 PM 1 0 0 0 1 0 1 0 0 1 0 1 0 0 1 1 0 0 0 1 4
03:45 PM 0 0 1 0 1 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 4
Total 1 1 1 0 3 0 1 0 0 1 0 3 2 0 5 2 2 0 0 4 13
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 1 - FINAL
Site Code : 00000001
Start Date : 12/9/2025
Page No : 2
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
LEGHORN ST
Westbound
RENGSTORFF AVE
Northbound
LEGHORN ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2
04:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 4
05:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 2
05:30 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 3
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
Total 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 2 2 0 0 4 7
06:00 PM 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
06:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 2
06:30 PM 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 1 1 0 0 2 4
06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 2 1 0 0 3 0 1 0 0 1 0 1 0 0 1 2 1 0 0 3 8
Grand Total 4 15 2 0 21 1 9 0 0 10 0 16 3 0 19 19 9 1 0 29 79 Apprch % 19 71.4 9.5 0 10 90 0 0 0 84.2 15.8 0 65.5 31 3.4 0 Total % 5.1 19 2.5 0 26.6 1.3 11.4 0 0 12.7 0 20.3 3.8 0 24.1 24.1 11.4 1.3 0 36.7
RENGSTORFF AVE
Southbound
LEGHORN ST
Westbound
RENGSTORFF AVE
Northbound
LEGHORN ST
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
07:15 AM 0 1 0 1 0 1 0 1 0 1 0 1 1 0 0 1 4
07:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
07:45 AM 0 1 0 1 0 1 0 1 0 2 0 2 0 0 0 0 4
Total Volume 0 2 0 2 0 3 0 3 0 4 0 4 1 0 0 1 10
% App. Total 0 100 0 0 100 0 0 100 0 100 0 0
PHF .000 .500 .000 .500 .000 .750 .000 .750 .000 .500 .000 .500 .250 .000 .000 .250 .625
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 1 - FINAL
Site Code : 00000001
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
LEGHORN ST
LEGHORN ST
RENGSTORFF AVE
Right
0 Thru
2 Left
0 InOut Total
4 2 6
Right
0 Thru
3 Left
0 OutTotal In
0 3 3
Left
0 Thru
4 Right
0 Out TotalIn
3 4 7
Left
0 Thru
0 Right
1 TotalOut In
3 1 4
Peak Hour Begins at 07:00 AM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:00 PM
02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 3 3
02:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 2 3
02:30 PM 0 0 1 1 0 0 0 0 0 0 0 0 2 0 0 2 3
02:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 3 0 0 3 4
Total Volume 0 1 1 2 0 0 0 0 0 0 1 1 8 1 1 10 13
% App. Total 0 50 50 0 0 0 0 0 100 80 10 10
PHF .000 .250 .250 .500 .000 .000 .000 .000 .000 .000 .250 .250 .667 .250 .250 .833 .813
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 1 - FINAL
Site Code : 00000001
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
LEGHORN ST
LEGHORN ST
RENGSTORFF AVE
Right
0 Thru
1 Left
1 InOut Total
1 2 3
Right
0 Thru
0 Left
0 OutTotal In
2 0 2
Left
1 Thru
0 Right
0 Out TotalIn
9 1 10
Left
1 Thru
1 Right
8 TotalOut In
1 10 11
Peak Hour Begins at 02:00 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM
03:00 PM 0 1 0 1 0 0 0 0 0 0 1 1 1 1 0 2 4
03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
03:30 PM 1 0 0 1 0 1 0 1 0 1 0 1 1 0 0 1 4
03:45 PM 0 0 1 1 0 0 0 0 0 2 1 3 0 0 0 0 4
Total Volume 1 1 1 3 0 1 0 1 0 3 2 5 2 2 0 4 13
% App. Total 33.3 33.3 33.3 0 100 0 0 60 40 50 50 0
PHF .250 .250 .250 .750 .000 .250 .000 .250 .000 .375 .500 .417 .500 .500 .000 .500 .813
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 1 - FINAL
Site Code : 00000001
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
LEGHORN ST
LEGHORN ST
RENGSTORFF AVE
Right
1 Thru
1 Left
1 InOut Total
3 3 6
Right
0 Thru
1 Left
0 OutTotal In
3 1 4
Left
2 Thru
3 Right
0 Out TotalIn
3 5 8
Left
0 Thru
2 Right
2 TotalOut In
4 4 8
Peak Hour Begins at 03:00 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:15 PM
02:15 PM 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 2 3
02:30 PM 0 0 1 1 0 0 0 0 0 0 0 0 2 0 0 2 3
02:45 PM 0 1 0 1 0 0 0 0 0 0 0 0 3 0 0 3 4
03:00 PM 0 1 0 1 0 0 0 0 0 0 1 1 1 1 0 2 4
Total Volume 0 2 1 3 0 0 0 0 0 0 2 2 8 1 0 9 14
% App. Total 0 66.7 33.3 0 0 0 0 0 100 88.9 11.1 0
PHF .000 .500 .250 .750 .000 .000 .000 .000 .000 .000 .500 .500 .667 .250 .000 .750 .875
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 1 - FINAL
Site Code : 00000001
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
LEGHORN ST
LEGHORN ST
RENGSTORFF AVE
Right
0 Thru
2 Left
1 InOut Total
0 3 3
Right
0 Thru
0 Left
0 OutTotal In
2 0 2
Left
2 Thru
0 Right
0 Out TotalIn
10 2 12
Left
0 Thru
1 Right
8 TotalOut In
2 9 11
Peak Hour Begins at 02:15 PM
Bikes
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 2 - FINAL
Site Code : 00000002
Start Date : 12/9/2025
Page No : 1
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound Westbound
RENGSTORFF AVE
Northbound
WYANDOTTE ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 2 42 0 0 44 0 0 0 0 0 0 81 14 0 95 6 0 4 1 11 150 07:15 AM 3 56 0 0 59 0 0 0 0 0 0 97 14 0 111 6 0 0 0 6 176 07:30 AM 3 44 0 0 47 0 0 0 0 0 0 107 10 0 117 8 0 4 1 13 177 07:45 AM 2 43 0 0 45 0 0 0 0 0 0 132 10 0 142 14 0 4 1 19 206 Total 10 185 0 0 195 0 0 0 0 0 0 417 48 0 465 34 0 12 3 49 709 08:00 AM 0 61 0 0 61 0 0 0 0 0 0 171 11 0 182 7 0 6 3 16 259 08:15 AM 1 58 0 0 59 0 0 0 0 0 0 204 7 0 211 11 0 4 0 15 285 08:30 AM 5 57 0 0 62 0 0 0 0 0 0 162 6 0 168 11 0 5 2 18 248 08:45 AM 7 53 0 0 60 0 0 0 0 0 0 200 9 0 209 7 0 3 3 13 282 Total 13 229 0 0 242 0 0 0 0 0 0 737 33 0 770 36 0 18 8 62 1074 09:00 AM 4 54 0 0 58 0 0 0 0 0 0 189 19 0 208 15 0 8 2 25 291 09:15 AM 2 65 0 0 67 0 0 0 0 0 0 172 5 0 177 7 0 11 0 18 262 09:30 AM 2 66 0 0 68 0 0 0 0 0 0 193 9 0 202 9 0 2 2 13 283 09:45 AM 5 64 0 0 69 0 0 0 0 0 0 195 7 0 202 10 0 2 0 12 283 Total 13 249 0 0 262 0 0 0 0 0 0 749 40 0 789 41 0 23 4 68 1119 10:00 AM 1 72 0 0 73 0 0 0 0 0 0 175 6 0 181 5 0 3 1 9 263 10:15 AM 3 84 0 0 87 0 0 0 0 0 0 146 5 0 151 11 0 1 3 15 253 10:30 AM 1 67 0 0 68 0 0 0 0 0 0 129 8 0 137 5 0 5 1 11 216 10:45 AM 5 65 0 0 70 0 0 0 0 0 0 132 11 0 143 10 0 2 2 14 227 Total 10 288 0 0 298 0 0 0 0 0 0 582 30 0 612 31 0 11 7 49 959 11:00 AM 2 78 0 0 80 0 0 0 0 0 0 155 5 0 160 5 0 2 1 8 248 11:15 AM 4 88 0 0 92 0 0 0 0 0 0 141 5 0 146 6 0 2 4 12 250 11:30 AM 4 112 0 0 116 0 0 0 0 0 0 126 4 0 130 14 0 6 1 21 267 11:45 AM 2 124 0 0 126 0 0 0 0 0 0 122 5 0 127 7 0 2 2 11 264 Total 12 402 0 0 414 0 0 0 0 0 0 544 19 0 563 32 0 12 8 52 1029 12:00 PM 4 113 0 0 117 0 0 0 0 0 0 116 3 0 119 3 0 2 3 8 244 12:15 PM 3 113 0 0 116 0 0 0 0 0 0 118 8 0 126 5 0 5 2 12 254 12:30 PM 2 101 2 0 105 0 0 0 0 0 0 112 9 0 121 13 0 3 2 18 244 12:45 PM 3 107 0 0 110 0 0 0 0 0 0 134 9 0 143 9 0 1 2 12 265 Total 12 434 2 0 448 0 0 0 0 0 0 480 29 0 509 30 0 11 9 50 1007 01:00 PM 2 103 0 0 105 0 0 0 0 0 0 122 4 0 126 8 0 3 0 11 242 01:15 PM 3 113 0 0 116 0 0 0 0 0 0 125 11 0 136 6 0 3 6 15 267 01:30 PM 1 108 0 0 109 0 0 0 0 0 0 104 8 0 112 13 0 3 0 16 237 01:45 PM 1 100 0 0 101 0 0 0 0 0 0 130 5 0 135 10 0 3 0 13 249 Total 7 424 0 0 431 0 0 0 0 0 0 481 28 0 509 37 0 12 6 55 995 02:00 PM 1 89 0 0 90 0 0 0 0 0 0 120 4 0 124 5 0 8 8 21 235 02:15 PM 1 115 0 0 116 0 0 0 0 0 0 116 16 0 132 8 0 3 4 15 263 02:30 PM 1 108 0 1 110 0 0 0 0 0 0 150 10 0 160 8 0 2 2 12 282 02:45 PM 1 120 0 0 121 0 0 0 0 0 0 146 9 0 155 10 0 1 3 14 290 Total 4 432 0 1 437 0 0 0 0 0 0 532 39 0 571 31 0 14 17 62 1070 03:00 PM 4 139 0 0 143 0 0 0 0 0 0 131 8 0 139 5 0 3 4 12 294 03:15 PM 0 156 1 0 157 0 0 0 0 0 0 124 13 0 137 14 0 3 1 18 312 03:30 PM 4 182 0 0 186 0 0 0 0 0 0 119 12 0 131 13 0 2 2 17 334 03:45 PM 0 182 0 0 182 0 0 0 0 0 0 137 12 0 149 13 0 4 5 22 353 Total 8 659 1 0 668 0 0 0 0 0 0 511 45 0 556 45 0 12 12 69 1293
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 2 - FINAL
Site Code : 00000002
Start Date : 12/9/2025
Page No : 2
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound Westbound
RENGSTORFF AVE
Northbound
WYANDOTTE ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 4 176 0 1 181 0 0 0 0 0 0 214 13 0 227 12 0 3 0 15 423 04:15 PM 5 170 0 0 175 0 0 0 0 0 0 166 9 0 175 6 0 1 1 8 358 04:30 PM 6 187 0 0 193 0 0 0 0 0 0 165 7 0 172 22 0 2 0 24 389 04:45 PM 6 178 1 1 186 0 0 0 0 0 0 180 11 0 191 19 0 4 1 24 401 Total 21 711 1 2 735 0 0 0 0 0 0 725 40 0 765 59 0 10 2 71 1571 05:00 PM 6 180 0 0 186 0 0 0 0 0 0 181 8 0 189 23 0 4 9 36 411 05:15 PM 5 212 0 0 217 0 0 0 0 0 0 175 10 0 185 23 0 5 2 30 432 05:30 PM 9 243 0 0 252 0 0 0 0 0 0 167 6 0 173 25 0 3 1 29 454 05:45 PM 8 244 0 0 252 0 0 0 0 0 0 117 8 0 125 13 0 1 6 20 397 Total 28 879 0 0 907 0 0 0 0 0 0 640 32 0 672 84 0 13 18 115 1694 06:00 PM 2 198 0 0 200 0 0 0 0 0 0 177 11 0 188 15 0 2 2 19 407 06:15 PM 6 123 0 0 129 0 0 0 0 0 0 156 16 0 172 14 0 1 0 15 316 06:30 PM 5 185 0 0 190 0 0 0 0 0 0 117 2 0 119 11 0 1 6 18 327 06:45 PM 2 155 0 0 157 0 0 0 0 0 0 124 1 2 127 5 0 4 1 10 294 Total 15 661 0 0 676 0 0 0 0 0 0 574 30 2 606 45 0 8 9 62 1344 Grand Total 153 5553 4 3 5713 0 0 0 0 0 0 6972 413 2 7387 505 0 156 103 764 13864 Apprch % 2.7 97.2 0.1 0.1 0 0 0 0 0 94.4 5.6 0 66.1 0 20.4 13.5 Total % 1.1 40.1 0 0 41.2 0 0 0 0 0 0 50.3 3 0 53.3 3.6 0 1.1 0.7 5.5
RENGSTORFF AVE
Southbound Westbound
RENGSTORFF AVE
Northbound
WYANDOTTE ST
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 09:00 AM
09:00 AM 4 54 0 58 0 0 0 0 0 189 19 208 15 0 8 23 289
09:15 AM 2 65 0 67 0 0 0 0 0 172 5 177 7 0 11 18 262
09:30 AM 2 66 0 68 0 0 0 0 0 193 9 202 9 0 2 11 281
09:45 AM 5 64 0 69 0 0 0 0 0 195 7 202 10 0 2 12 283
Total Volume 13 249 0 262 0 0 0 0 0 749 40 789 41 0 23 64 1115 % App. Total 5 95 0 0 0 0 0 94.9 5.1 64.1 0 35.9
PHF .650 .943 .000 .949 .000 .000 .000 .000 .000 .960 .526 .948 .683 .000 .523 .696 .965
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 2 - FINAL
Site Code : 00000002
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
WYANDOTTE ST
RENGSTORFF AVE
Right
13 Thru
249
Left
0 InOut Total
772 262 1034
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
40 Thru
749
Right
0 Out TotalIn
290 789 1079
Left
23 Thru
0 Right
41 TotalOut In
53 64 117
Peak Hour Begins at 09:00 AM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:00 PM
02:00 PM 1 89 0 90 0 0 0 0 0 120 4 124 5 0 8 13 227
02:15 PM 1 115 0 116 0 0 0 0 0 116 16 132 8 0 3 11 259
02:30 PM 1 108 0 109 0 0 0 0 0 150 10 160 8 0 2 10 279
02:45 PM 1 120 0 121 0 0 0 0 0 146 9 155 10 0 1 11 287
Total Volume 4 432 0 436 0 0 0 0 0 532 39 571 31 0 14 45 1052 % App. Total 0.9 99.1 0 0 0 0 0 93.2 6.8 68.9 0 31.1 PHF 1.00 .900 .000 .901 .000 .000 .000 .000 .000 .887 .609 .892 .775 .000 .438 .865 .916
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 2 - FINAL
Site Code : 00000002
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
WYANDOTTE ST
RENGSTORFF AVE
Right
4 Thru
432
Left
0 InOut Total
546 436 982
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
39 Thru
532
Right
0 Out TotalIn
463 571 1034
Left
14 Thru
0 Right
31 TotalOut In
43 45 88
Peak Hour Begins at 02:00 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 6 178 1 185 0 0 0 0 0 180 11 191 19 0 4 23 399 05:00 PM 6 180 0 186 0 0 0 0 0 181 8 189 23 0 4 27 402
05:15 PM 5 212 0 217 0 0 0 0 0 175 10 185 23 0 5 28 430 05:30 PM 9 243 0 252 0 0 0 0 0 167 6 173 25 0 3 28 453
Total Volume 26 813 1 840 0 0 0 0 0 703 35 738 90 0 16 106 1684 % App. Total 3.1 96.8 0.1 0 0 0 0 95.3 4.7 84.9 0 15.1 PHF .722 .836 .250 .833 .000 .000 .000 .000 .000 .971 .795 .966 .900 .000 .800 .946 .929
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 2 - FINAL
Site Code : 00000002
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
WYANDOTTE ST
RENGSTORFF AVE
Right
26 Thru
813
Left
1 InOut Total
719 840 1559
Right
0 Thru
0 Left
0 OutTotal In
1 0 1
Left
35 Thru
703
Right
0 Out TotalIn
903 738 1641
Left
16 Thru
0 Right
90 TotalOut In
61 106 167
Peak Hour Begins at 04:45 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 6 178 1 185 0 0 0 0 0 180 11 191 19 0 4 23 399 05:00 PM 6 180 0 186 0 0 0 0 0 181 8 189 23 0 4 27 402
05:15 PM 5 212 0 217 0 0 0 0 0 175 10 185 23 0 5 28 430 05:30 PM 9 243 0 252 0 0 0 0 0 167 6 173 25 0 3 28 453
Total Volume 26 813 1 840 0 0 0 0 0 703 35 738 90 0 16 106 1684 % App. Total 3.1 96.8 0.1 0 0 0 0 95.3 4.7 84.9 0 15.1 PHF .722 .836 .250 .833 .000 .000 .000 .000 .000 .971 .795 .966 .900 .000 .800 .946 .929
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 2 - FINAL
Site Code : 00000002
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
WYANDOTTE ST
RENGSTORFF AVE
Right
26 Thru
813
Left
1 InOut Total
719 840 1559
Right
0 Thru
0 Left
0 OutTotal In
1 0 1
Left
35 Thru
703
Right
0 Out TotalIn
903 738 1641
Left
16 Thru
0 Right
90 TotalOut In
61 106 167
Peak Hour Begins at 04:45 PM
Vehicles
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 2 - FINAL
Site Code : 00000002
Start Date : 12/9/2025
Page No : 1
Groups Printed- Bikes
RENGSTORFF AVE
Southbound Westbound
RENGSTORFF AVE
Northbound
WYANDOTTE ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
07:15 AM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1
07:45 AM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 4
Total 0 3 0 0 3 0 0 0 0 0 0 4 1 0 5 0 0 1 0 1 9
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
08:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 4
09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
09:15 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 3
09:30 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
09:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
Total 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 0 0 1 0 1 6
10:00 AM 0 0 0 0 0 0 0 0 0 0 0 3 1 0 4 0 0 0 0 0 4
10:15 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
10:30 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 7 1 0 8 0 0 0 0 0 8
11:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
11:15 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
11:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
11:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 2 0 0 2 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 5
12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
12:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
12:45 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3
Total 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 6
01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1
01:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
01:30 PM 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 5
01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 0 1 0 0 0 0 0 0 5 1 0 6 0 0 0 0 0 7
02:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 3
02:15 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3
02:30 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
02:45 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
Total 0 7 0 0 7 0 0 0 0 0 0 2 0 0 2 2 0 0 0 2 11
03:00 PM 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 2 0 0 0 2 6
03:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 2
03:30 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
03:45 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
Total 0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 4 0 0 0 4 12
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 2 - FINAL
Site Code : 00000002
Start Date : 12/9/2025
Page No : 2
Groups Printed- Bikes
RENGSTORFF AVE
Southbound Westbound
RENGSTORFF AVE
Northbound
WYANDOTTE ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 1 1 0 0 2 0 0 0 0 0 0 3 0 0 3 1 0 0 0 1 6
04:15 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 3
04:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 1 3 0 0 4 0 0 0 0 0 0 4 0 0 4 2 0 0 0 2 10
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
05:15 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
05:30 PM 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4
05:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 6 0 0 6 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 9
06:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
06:15 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
06:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
06:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7
Grand Total 1 38 0 0 39 0 0 0 0 0 0 42 3 0 45 8 0 2 0 10 94 Apprch % 2.6 97.4 0 0 0 0 0 0 0 93.3 6.7 0 80 0 20 0 Total % 1.1 40.4 0 0 41.5 0 0 0 0 0 0 44.7 3.2 0 47.9 8.5 0 2.1 0 10.6
RENGSTORFF AVE
Southbound Westbound
RENGSTORFF AVE
Northbound
WYANDOTTE ST
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 09:15 AM
09:15 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 1 1 3
09:30 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
09:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
10:00 AM 0 0 0 0 0 0 0 0 0 3 1 4 0 0 0 0 4
Total Volume 0 1 0 1 0 0 0 0 0 7 1 8 0 0 1 1 10
% App. Total 0 100 0 0 0 0 0 87.5 12.5 0 0 100
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .583 .250 .500 .000 .000 .250 .250 .625
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 2 - FINAL
Site Code : 00000002
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
WYANDOTTE ST
RENGSTORFF AVE
Right
0 Thru
1 Left
0 InOut Total
8 1 9
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
1 Thru
7 Right
0 Out TotalIn
1 8 9
Left
1 Thru
0 Right
0 TotalOut In
1 1 2
Peak Hour Begins at 09:15 AM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:30 PM
01:30 PM 0 1 0 1 0 0 0 0 0 4 0 4 0 0 0 0 5
01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 PM 0 1 0 1 0 0 0 0 0 0 0 0 2 0 0 2 3
02:15 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
Total Volume 0 3 0 3 0 0 0 0 0 6 0 6 2 0 0 2 11
% App. Total 0 100 0 0 0 0 0 100 0 100 0 0
PHF .000 .750 .000 .750 .000 .000 .000 .000 .000 .375 .000 .375 .250 .000 .000 .250 .550
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 2 - FINAL
Site Code : 00000002
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
WYANDOTTE ST
RENGSTORFF AVE
Right
0 Thru
3 Left
0 InOut Total
6 3 9
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
6 Right
0 Out TotalIn
5 6 11
Left
0 Thru
0 Right
2 TotalOut In
0 2 2
Peak Hour Begins at 01:30 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
03:45 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
04:00 PM 1 1 0 2 0 0 0 0 0 3 0 3 1 0 0 1 6
04:15 PM 0 1 0 1 0 0 0 0 0 1 0 1 1 0 0 1 3
Total Volume 1 3 0 4 0 0 0 0 0 7 0 7 2 0 0 2 13
% App. Total 25 75 0 0 0 0 0 100 0 100 0 0
PHF .250 .750 .000 .500 .000 .000 .000 .000 .000 .583 .000 .583 .500 .000 .000 .500 .542
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 2 - FINAL
Site Code : 00000002
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
WYANDOTTE ST
RENGSTORFF AVE
Right
1 Thru
3 Left
0 InOut Total
7 4 11
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
7 Right
0 Out TotalIn
5 7 12
Left
0 Thru
0 Right
2 TotalOut In
1 2 3
Peak Hour Begins at 03:30 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:15 PM
02:15 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 0 0 0 3
02:30 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
02:45 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3
03:00 PM 0 3 0 3 0 0 0 0 0 1 0 1 2 0 0 2 6
Total Volume 0 9 0 9 0 0 0 0 0 3 0 3 2 0 0 2 14
% App. Total 0 100 0 0 0 0 0 100 0 100 0 0
PHF .000 .750 .000 .750 .000 .000 .000 .000 .000 .375 .000 .375 .250 .000 .000 .250 .583
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 2 - FINAL
Site Code : 00000002
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
WYANDOTTE ST
RENGSTORFF AVE
Right
0 Thru
9 Left
0 InOut Total
3 9 12
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
3 Right
0 Out TotalIn
11 3 14
Left
0 Thru
0 Right
2 TotalOut In
0 2 2
Peak Hour Begins at 02:15 PM
Bikes
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 3 - FINAL
Site Code : 00000003
Start Date : 12/9/2025
Page No : 1
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
OLD MIDDLEFIELD WAY
Westbound
RENGSTORFF AVE
Northbound
OLD MIDDLEFIELD WAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 15 25 10 0 50 17 128 15 1 161 38 74 3 0 115 4 53 3 0 60 386 07:15 AM 9 42 10 0 61 12 140 21 1 174 44 87 6 0 137 2 71 6 0 79 451 07:30 AM 4 31 11 3 49 18 151 30 1 200 56 91 3 2 152 3 112 6 4 125 526 07:45 AM 10 48 13 0 71 21 177 45 6 249 69 128 7 3 207 3 116 10 2 131 658 Total 38 146 44 3 231 68 596 111 9 784 207 380 19 5 611 12 352 25 6 395 2021 08:00 AM 5 59 16 1 81 17 167 59 2 245 65 136 8 0 209 6 138 15 0 159 694 08:15 AM 12 52 9 1 74 15 154 20 6 195 82 190 9 3 284 10 196 14 1 221 774 08:30 AM 15 42 14 1 72 24 150 28 2 204 63 144 7 1 215 4 207 16 4 231 722 08:45 AM 12 40 12 2 66 20 142 23 3 188 68 166 13 0 247 9 174 14 1 198 699 Total 44 193 51 5 293 76 613 130 13 832 278 636 37 4 955 29 715 59 6 809 2889 09:00 AM 18 35 21 1 75 25 132 21 3 181 52 182 7 1 242 3 157 15 1 176 674 09:15 AM 16 42 16 0 74 19 108 20 1 148 53 150 7 1 211 6 146 9 0 161 594 09:30 AM 9 58 5 0 72 21 77 15 1 114 67 176 9 1 253 10 168 14 2 194 633 09:45 AM 15 49 14 1 79 27 133 28 2 190 45 158 13 1 217 7 125 10 0 142 628 Total 58 184 56 2 300 92 450 84 7 633 217 666 36 4 923 26 596 48 3 673 2529 10:00 AM 12 47 13 1 73 27 134 24 6 191 38 141 5 1 185 5 108 19 0 132 581 10:15 AM 8 78 19 0 105 13 146 37 2 198 38 132 7 1 178 11 123 8 2 144 625 10:30 AM 6 55 9 0 70 19 146 23 1 189 54 115 7 0 176 8 99 12 1 120 555 10:45 AM 10 60 8 1 79 21 130 35 1 187 40 106 11 1 158 7 103 15 2 127 551 Total 36 240 49 2 327 80 556 119 10 765 170 494 30 3 697 31 433 54 5 523 2312 11:00 AM 4 66 14 0 84 23 122 32 2 179 38 116 7 0 161 10 109 16 0 135 559 11:15 AM 9 74 13 3 99 19 113 35 2 169 50 110 5 1 166 11 113 9 6 139 573 11:30 AM 18 86 19 2 125 16 127 29 0 172 35 120 10 1 166 8 118 8 3 137 600 11:45 AM 24 90 18 2 134 13 128 36 1 178 41 101 9 1 152 11 110 9 2 132 596 Total 55 316 64 7 442 71 490 132 5 698 164 447 31 3 645 40 450 42 11 543 2328 12:00 PM 12 93 11 2 118 24 117 43 0 184 41 85 6 3 135 13 101 12 1 127 564 12:15 PM 12 91 10 3 116 16 107 38 1 162 43 98 12 3 156 10 118 15 6 149 583 12:30 PM 17 90 13 3 123 11 111 33 1 156 47 103 3 2 155 20 122 14 5 161 595 12:45 PM 17 89 14 0 120 16 128 42 2 188 40 115 5 1 161 10 118 12 1 141 610 Total 58 363 48 8 477 67 463 156 4 690 171 401 26 9 607 53 459 53 13 578 2352 01:00 PM 13 84 15 1 113 17 131 44 2 194 55 102 14 0 171 19 121 6 2 148 626 01:15 PM 16 97 15 0 128 23 139 35 1 198 43 100 7 0 150 12 91 11 2 116 592 01:30 PM 13 89 16 1 119 27 146 49 2 224 37 83 16 1 137 12 119 6 0 137 617 01:45 PM 19 73 22 0 114 28 170 38 1 237 51 97 14 0 162 9 122 13 2 146 659 Total 61 343 68 2 474 95 586 166 6 853 186 382 51 1 620 52 453 36 6 547 2494 02:00 PM 12 76 13 1 102 18 123 25 2 168 42 103 6 2 153 4 132 14 2 152 575 02:15 PM 14 93 20 1 128 35 149 45 4 233 36 94 5 2 137 8 130 6 6 150 648 02:30 PM 10 94 16 0 120 41 143 38 0 222 38 123 5 1 167 10 119 9 1 139 648 02:45 PM 18 90 26 1 135 33 167 27 2 229 22 109 15 4 150 14 149 9 3 175 689 Total 54 353 75 3 485 127 582 135 8 852 138 429 31 9 607 36 530 38 12 616 2560 03:00 PM 19 106 23 1 149 27 172 40 4 243 45 107 8 5 165 12 138 6 3 159 716 03:15 PM 17 123 23 2 165 36 199 49 3 287 23 95 10 3 131 12 139 12 4 167 750 03:30 PM 29 148 14 3 194 40 267 69 2 378 37 99 16 4 156 26 81 6 2 115 843 03:45 PM 28 141 20 1 190 54 179 69 1 303 34 84 10 3 131 22 124 10 4 160 784 Total 93 518 80 7 698 157 817 227 10 1211 139 385 44 15 583 72 482 34 13 601 3093
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 3 - FINAL
Site Code : 00000003
Start Date : 12/9/2025
Page No : 2
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
OLD MIDDLEFIELD WAY
Westbound
RENGSTORFF AVE
Northbound
OLD MIDDLEFIELD WAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 30 144 14 1 189 89 207 57 5 358 19 125 9 1 154 28 107 12 1 148 849 04:15 PM 23 145 20 0 188 59 142 41 5 247 22 107 7 2 138 23 121 12 2 158 731 04:30 PM 20 155 23 0 198 46 125 40 0 211 20 118 9 3 150 19 133 19 0 171 730 04:45 PM 37 137 25 2 201 41 158 37 1 237 29 127 16 0 172 19 147 20 2 188 798 Total 110 581 82 3 776 235 632 175 11 1053 90 477 41 6 614 89 508 63 5 665 3108 05:00 PM 32 147 30 0 209 57 161 33 1 252 21 119 11 0 151 30 158 22 4 214 826 05:15 PM 21 158 31 5 215 49 122 26 5 202 11 121 9 0 141 35 121 16 3 175 733 05:30 PM 43 167 60 1 271 38 151 34 0 223 19 127 22 0 168 20 133 20 1 174 836 05:45 PM 12 167 53 0 232 33 168 43 2 246 16 79 17 0 112 22 167 13 2 204 794 Total 108 639 174 6 927 177 602 136 8 923 67 446 59 0 572 107 579 71 10 767 3189 06:00 PM 20 159 40 0 219 55 140 41 1 237 24 110 17 1 152 28 166 23 1 218 826 06:15 PM 19 106 23 0 148 32 156 59 0 247 17 138 17 0 172 17 120 13 1 151 718 06:30 PM 23 136 28 0 187 29 227 41 0 297 36 85 6 0 127 18 161 6 7 192 803 06:45 PM 30 100 26 0 156 39 218 48 0 305 28 83 7 0 118 10 147 12 0 169 748 Total 92 501 117 0 710 155 741 189 1 1086 105 416 47 1 569 73 594 54 9 730 3095 Grand Total 807 4377 908 48 6140 1400 7128 1760 92 10380 1932 5559 452 60 8003 620 6151 577 99 7447 31970 Apprch % 13.1 71.3 14.8 0.8 13.5 68.7 17 0.9 24.1 69.5 5.6 0.7 8.3 82.6 7.7 1.3 Total % 2.5 13.7 2.8 0.2 19.2 4.4 22.3 5.5 0.3 32.5 6 17.4 1.4 0.2 25 1.9 19.2 1.8 0.3 23.3
RENGSTORFF AVE
Southbound
OLD MIDDLEFIELD WAY
Westbound
RENGSTORFF AVE
Northbound
OLD MIDDLEFIELD WAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 5 59 16 80 17 167 59 243 65 136 8 209 6 138 15 159 691 08:15 AM 12 52 9 73 15 154 20 189 82 190 9 281 10 196 14 220 763 08:30 AM 15 42 14 71 24 150 28 202 63 144 7 214 4 207 16 227 714 08:45 AM 12 40 12 64 20 142 23 185 68 166 13 247 9 174 14 197 693 Total Volume 44 193 51 288 76 613 130 819 278 636 37 951 29 715 59 803 2861 % App. Total 15.3 67 17.7 9.3 74.8 15.9 29.2 66.9 3.9 3.6 89 7.3 PHF .733 .818 .797 .900 .792 .918 .551 .843 .848 .837 .712 .846 .725 .864 .922 .884 .937
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 3 - FINAL
Site Code : 00000003
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
OLD MIDDLEFIELD WAY
OLD MIDDLEFIELD WAY
RENGSTORFF AVE
Right
44 Thru
193
Left
51 InOut Total
771 288 1059
Right
76 Thru
613
Left
130
OutTotal In
1044 819 1863
Left
37 Thru
636
Right
278
Out TotalIn
352 951 1303
Left
59 Thru
715
Right
29 TotalOut In
694 803 1497
Peak Hour Begins at 08:00 AM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:00 PM
02:00 PM 12 76 13 101 18 123 25 166 42 103 6 151 4 132 14 150 568 02:15 PM 14 93 20 127 35 149 45 229 36 94 5 135 8 130 6 144 635 02:30 PM 10 94 16 120 41 143 38 222 38 123 5 166 10 119 9 138 646 02:45 PM 18 90 26 134 33 167 27 227 22 109 15 146 14 149 9 172 679 Total Volume 54 353 75 482 127 582 135 844 138 429 31 598 36 530 38 604 2528 % App. Total 11.2 73.2 15.6 15 69 16 23.1 71.7 5.2 6 87.7 6.3 PHF .750 .939 .721 .899 .774 .871 .750 .921 .821 .872 .517 .901 .643 .889 .679 .878 .931
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 3 - FINAL
Site Code : 00000003
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
OLD MIDDLEFIELD WAY
OLD MIDDLEFIELD WAY
RENGSTORFF AVE
Right
54 Thru
353
Left
75 InOut Total
594 482 1076
Right
127
Thru
582
Left
135
OutTotal In
743 844 1587
Left
31 Thru
429
Right
138
Out TotalIn
524 598 1122
Left
38 Thru
530
Right
36 TotalOut In
667 604 1271
Peak Hour Begins at 02:00 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM
03:15 PM 17 123 23 163 36 199 49 284 23 95 10 128 12 139 12 163 738 03:30 PM 29 148 14 191 40 267 69 376 37 99 16 152 26 81 6 113 832 03:45 PM 28 141 20 189 54 179 69 302 34 84 10 128 22 124 10 156 775 04:00 PM 30 144 14 188 89 207 57 353 19 125 9 153 28 107 12 147 841 Total Volume 104 556 71 731 219 852 244 1315 113 403 45 561 88 451 40 579 3186 % App. Total 14.2 76.1 9.7 16.7 64.8 18.6 20.1 71.8 8 15.2 77.9 6.9 PHF .867 .939 .772 .957 .615 .798 .884 .874 .764 .806 .703 .917 .786 .811 .833 .888 .947
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 3 - FINAL
Site Code : 00000003
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
OLD MIDDLEFIELD WAY
OLD MIDDLEFIELD WAY
RENGSTORFF AVE
Right
104
Thru
556
Left
71 InOut Total
662 731 1393
Right
219
Thru
852
Left
244
OutTotal In
635 1315 1950
Left
45 Thru
403
Right
113
Out TotalIn
888 561 1449
Left
40 Thru
451
Right
88 TotalOut In
1001 579 1580
Peak Hour Begins at 03:15 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM
03:15 PM 17 123 23 163 36 199 49 284 23 95 10 128 12 139 12 163 738 03:30 PM 29 148 14 191 40 267 69 376 37 99 16 152 26 81 6 113 832 03:45 PM 28 141 20 189 54 179 69 302 34 84 10 128 22 124 10 156 775 04:00 PM 30 144 14 188 89 207 57 353 19 125 9 153 28 107 12 147 841 Total Volume 104 556 71 731 219 852 244 1315 113 403 45 561 88 451 40 579 3186 % App. Total 14.2 76.1 9.7 16.7 64.8 18.6 20.1 71.8 8 15.2 77.9 6.9 PHF .867 .939 .772 .957 .615 .798 .884 .874 .764 .806 .703 .917 .786 .811 .833 .888 .947
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 3 - FINAL
Site Code : 00000003
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
OLD MIDDLEFIELD WAY
OLD MIDDLEFIELD WAY
RENGSTORFF AVE
Right
104
Thru
556
Left
71 InOut Total
662 731 1393
Right
219
Thru
852
Left
244
OutTotal In
635 1315 1950
Left
45 Thru
403
Right
113
Out TotalIn
888 561 1449
Left
40 Thru
451
Right
88 TotalOut In
1001 579 1580
Peak Hour Begins at 03:15 PM
Vehicles
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 3 - FINAL
Site Code : 00000003
Start Date : 12/9/2025
Page No : 1
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
OLD MIDDLEFIELD WAY
Westbound
RENGSTORFF AVE
Northbound
OLD MIDDLEFIELD WAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 1 1 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 1 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3
08:00 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
09:00 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
09:30 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
09:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
Total 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5
10:00 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
10:15 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
10:30 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 6
11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
11:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
Total 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:45 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
Total 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
02:00 PM 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3
02:15 PM 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 4
02:30 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
02:45 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
Total 0 10 0 0 10 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 12
03:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 5
03:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
03:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 7
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 3 - FINAL
Site Code : 00000003
Start Date : 12/9/2025
Page No : 2
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
OLD MIDDLEFIELD WAY
Westbound
RENGSTORFF AVE
Northbound
OLD MIDDLEFIELD WAY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
06:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
06:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
06:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
06:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
Grand Total 0 28 1 0 29 0 1 0 0 1 0 17 0 0 17 0 2 0 0 2 49 Apprch % 0 96.6 3.4 0 0 100 0 0 0 100 0 0 0 100 0 0
Total % 0 57.1 2 0 59.2 0 2 0 0 2 0 34.7 0 0 34.7 0 4.1 0 0 4.1
RENGSTORFF AVE
Southbound
OLD MIDDLEFIELD WAY
Westbound
RENGSTORFF AVE
Northbound
OLD MIDDLEFIELD WAY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 09:30 AM
09:30 AM 0 1 0 1 0 0 0 0 0 1 0 1 0 0 0 0 2
09:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
10:00 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
10:15 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
Total Volume 0 1 0 1 0 0 0 0 0 6 0 6 0 0 0 0 7
% App. Total 0 100 0 0 0 0 0 100 0 0 0 0
PHF .000 .250 .000 .250 .000 .000 .000 .000 .000 .750 .000 .750 .000 .000 .000 .000 .875
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 3 - FINAL
Site Code : 00000003
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
OLD MIDDLEFIELD WAY
OLD MIDDLEFIELD WAY
RENGSTORFF AVE
Right
0 Thru
1 Left
0 InOut Total
6 1 7
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
6 Right
0 Out TotalIn
1 6 7
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 09:30 AM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:00 PM
02:00 PM 0 2 0 2 0 1 0 1 0 0 0 0 0 0 0 0 3
02:15 PM 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4
02:30 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
02:45 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3
Total Volume 0 10 0 10 0 1 0 1 0 1 0 1 0 0 0 0 12
% App. Total 0 100 0 0 100 0 0 100 0 0 0 0
PHF .000 .833 .000 .833 .000 .250 .000 .250 .000 .250 .000 .250 .000 .000 .000 .000 .750
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 3 - FINAL
Site Code : 00000003
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
OLD MIDDLEFIELD WAY
OLD MIDDLEFIELD WAY
RENGSTORFF AVE
Right
0 Thru
10 Left
0 InOut Total
1 10 11
Right
0 Thru
1 Left
0 OutTotal In
0 1 1
Left
0 Thru
1 Right
0 Out TotalIn
10 1 11
Left
0 Thru
0 Right
0 TotalOut In
1 0 1
Peak Hour Begins at 02:00 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM
03:00 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 2 0 2 5
03:15 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
03:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1
03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total Volume 0 5 0 5 0 0 0 0 0 0 0 0 0 2 0 2 7
% App. Total 0 100 0 0 0 0 0 0 0 0 100 0
PHF .000 .417 .000 .417 .000 .000 .000 .000 .000 .000 .000 .000 .000 .250 .000 .250 .350
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 3 - FINAL
Site Code : 00000003
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
OLD MIDDLEFIELD WAY
OLD MIDDLEFIELD WAY
RENGSTORFF AVE
Right
0 Thru
5 Left
0 InOut Total
0 5 5
Right
0 Thru
0 Left
0 OutTotal In
2 0 2
Left
0 Thru
0 Right
0 Out TotalIn
5 0 5
Left
0 Thru
2 Right
0 TotalOut In
0 2 2
Peak Hour Begins at 03:00 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:15 PM
02:15 PM 0 3 0 3 0 0 0 0 0 1 0 1 0 0 0 0 4
02:30 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
02:45 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3
03:00 PM 0 3 0 3 0 0 0 0 0 0 0 0 0 2 0 2 5
Total Volume 0 11 0 11 0 0 0 0 0 1 0 1 0 2 0 2 14
% App. Total 0 100 0 0 0 0 0 100 0 0 100 0
PHF .000 .917 .000 .917 .000 .000 .000 .000 .000 .250 .000 .250 .000 .250 .000 .250 .700
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 3 - FINAL
Site Code : 00000003
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
OLD MIDDLEFIELD WAY
OLD MIDDLEFIELD WAY
RENGSTORFF AVE
Right
0 Thru
11 Left
0 InOut Total
1 11 12
Right
0 Thru
0 Left
0 OutTotal In
2 0 2
Left
0 Thru
1 Right
0 Out TotalIn
11 1 12
Left
0 Thru
2 Right
0 TotalOut In
0 2 2
Peak Hour Begins at 02:15 PM
Bikes
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 4 - FINAL
Site Code : 00000004
Start Date : 12/9/2025
Page No : 1
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
ROCK ST
Westbound
RENGSTORFF AVE
Northbound
ROCK ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 1 41 2 1 45 6 1 6 1 14 3 106 0 1 110 1 0 0 1 2 171 07:15 AM 0 55 1 0 56 7 1 0 5 13 5 130 0 2 137 1 1 0 0 2 208 07:30 AM 2 61 3 0 66 8 0 4 4 16 5 145 1 0 151 3 0 2 2 7 240 07:45 AM 3 87 4 1 95 9 0 6 2 17 12 174 1 7 194 7 1 7 3 18 324 Total 6 244 10 2 262 30 2 16 12 60 25 555 2 10 592 12 2 9 6 29 943 08:00 AM 6 115 3 0 124 16 2 12 1 31 23 188 2 8 221 9 1 3 1 14 390 08:15 AM 4 73 6 4 87 12 1 9 1 23 23 259 7 2 291 1 3 4 2 10 411 08:30 AM 3 56 3 1 63 3 1 4 2 10 4 207 2 2 215 2 0 5 2 9 297 08:45 AM 6 62 3 0 71 8 0 6 1 15 11 232 0 1 244 6 0 6 2 14 344 Total 19 306 15 5 345 39 4 31 5 79 61 886 11 13 971 18 4 18 7 47 1442 09:00 AM 1 57 1 2 61 7 2 2 1 12 4 225 3 1 233 8 0 7 2 17 323 09:15 AM 3 62 1 0 66 6 0 6 1 13 6 194 2 1 203 5 0 5 1 11 293 09:30 AM 4 78 2 0 84 3 2 9 5 19 5 237 2 2 246 1 1 5 2 9 358 09:45 AM 3 75 5 0 83 6 1 2 3 12 4 215 2 1 222 2 1 6 1 10 327 Total 11 272 9 2 294 22 5 19 10 56 19 871 9 5 904 16 2 23 6 47 1301 10:00 AM 1 71 3 0 75 6 0 3 2 11 6 174 3 1 184 4 0 2 1 7 277 10:15 AM 5 117 0 0 122 5 0 2 0 7 4 169 2 3 178 3 0 4 2 9 316 10:30 AM 0 82 1 0 83 5 1 2 1 9 9 163 1 0 173 2 0 2 1 5 270 10:45 AM 3 100 1 0 104 4 0 1 2 7 6 150 3 1 160 1 1 3 2 7 278 Total 9 370 5 0 384 20 1 8 5 34 25 656 9 5 695 10 1 11 6 28 1141 11:00 AM 3 92 2 0 97 2 1 4 1 8 2 154 1 3 160 3 1 3 3 10 275 11:15 AM 3 109 2 0 114 4 0 3 3 10 5 166 5 2 178 1 0 1 3 5 307 11:30 AM 6 118 1 1 126 7 0 3 1 11 9 154 3 1 167 7 0 0 0 7 311 11:45 AM 2 134 5 0 141 5 1 4 0 10 10 155 3 1 169 1 1 3 1 6 326 Total 14 453 10 1 478 18 2 14 5 39 26 629 12 7 674 12 2 7 7 28 1219 12:00 PM 5 136 5 2 148 3 0 3 0 6 5 132 2 1 140 1 0 4 6 11 305 12:15 PM 7 137 4 0 148 4 0 0 2 6 3 142 1 1 147 0 1 2 2 5 306 12:30 PM 3 137 3 0 143 4 0 1 0 5 2 149 3 1 155 3 0 2 3 8 311 12:45 PM 5 121 2 2 130 6 0 4 2 12 3 149 3 1 156 1 3 0 2 6 304 Total 20 531 14 4 569 17 0 8 4 29 13 572 9 4 598 5 4 8 13 30 1226 01:00 PM 4 148 2 0 154 6 0 2 2 10 9 166 3 1 179 6 0 6 5 17 360 01:15 PM 4 127 5 1 137 5 1 4 3 13 4 134 2 2 142 1 1 2 1 5 297 01:30 PM 2 142 5 0 149 8 1 4 3 16 3 128 2 2 135 4 0 0 1 5 305 01:45 PM 6 115 3 3 127 8 0 2 3 13 8 158 2 0 168 1 1 3 3 8 316 Total 16 532 15 4 567 27 2 12 11 52 24 586 9 5 624 12 2 11 10 35 1278 02:00 PM 4 98 3 1 106 3 0 1 5 9 4 138 1 0 143 4 1 2 2 9 267 02:15 PM 4 129 5 4 142 4 1 1 2 8 4 127 2 0 133 4 1 3 5 13 296 02:30 PM 2 143 3 0 148 7 0 5 1 13 4 163 1 0 168 3 1 2 1 7 336 02:45 PM 0 128 3 0 131 3 1 5 3 12 9 137 6 1 153 3 0 4 4 11 307 Total 10 498 14 5 527 17 2 12 11 42 21 565 10 1 597 14 3 11 12 40 1206 03:00 PM 3 146 5 0 154 3 0 3 1 7 12 163 4 1 180 5 2 1 6 14 355 03:15 PM 2 181 6 2 191 5 2 4 3 14 13 120 5 4 142 2 1 1 5 9 356 03:30 PM 5 223 1 1 230 3 2 7 1 13 6 146 1 5 158 2 0 2 0 4 405 03:45 PM 3 240 1 2 246 4 1 4 3 12 9 132 2 0 143 1 0 1 3 5 406 Total 13 790 13 5 821 15 5 18 8 46 40 561 12 10 623 10 3 5 14 32 1522
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 4 - FINAL
Site Code : 00000004
Start Date : 12/9/2025
Page No : 2
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
ROCK ST
Westbound
RENGSTORFF AVE
Northbound
ROCK ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 6 220 7 1 234 11 1 1 4 17 9 148 2 1 160 2 0 3 1 6 417 04:15 PM 4 195 7 6 212 5 0 5 0 10 12 124 7 0 143 10 0 3 4 17 382 04:30 PM 4 198 1 2 205 3 1 3 0 7 11 140 3 1 155 2 0 4 8 14 381 04:45 PM 3 192 9 0 204 3 2 4 2 11 5 174 2 1 182 4 0 4 1 9 406 Total 17 805 24 9 855 22 4 13 6 45 37 586 14 3 640 18 0 14 14 46 1586 05:00 PM 7 192 8 1 208 5 1 3 1 10 16 139 7 3 165 13 3 1 4 21 404 05:15 PM 7 213 7 2 229 11 0 1 3 15 8 153 4 1 166 5 2 1 2 10 420 05:30 PM 7 201 7 0 215 6 1 1 0 8 10 147 3 1 161 4 1 4 1 10 394 05:45 PM 4 210 8 1 223 5 2 3 3 13 9 112 4 0 125 6 3 1 1 11 372 Total 25 816 30 4 875 27 4 8 7 46 43 551 18 5 617 28 9 7 8 52 1590 06:00 PM 4 222 6 2 234 5 1 4 1 11 10 168 4 0 182 5 0 1 0 6 433 06:15 PM 8 164 7 0 179 2 0 4 0 6 11 145 6 1 163 4 0 4 3 11 359 06:30 PM 8 203 4 4 219 4 0 4 0 8 3 130 2 0 135 6 0 0 5 11 373 06:45 PM 2 155 4 2 163 0 1 2 0 3 7 110 5 1 123 2 0 2 1 5 294 Total 22 744 21 8 795 11 2 14 1 28 31 553 17 2 603 17 0 7 9 33 1459 Grand Total 182 6361 180 49 6772 265 33 173 85 556 365 7571 132 70 8138 172 32 131 112 447 15913 Apprch % 2.7 93.9 2.7 0.7 47.7 5.9 31.1 15.3 4.5 93 1.6 0.9 38.5 7.2 29.3 25.1 Total % 1.1 40 1.1 0.3 42.6 1.7 0.2 1.1 0.5 3.5 2.3 47.6 0.8 0.4 51.1 1.1 0.2 0.8 0.7 2.8
RENGSTORFF AVE
Southbound
ROCK ST
Westbound
RENGSTORFF AVE
Northbound
ROCK ST
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 6 115 3 124 16 2 12 30 23 188 2 213 9 1 3 13 380 08:15 AM 4 73 6 83 12 1 9 22 23 259 7 289 1 3 4 8 402
08:30 AM 3 56 3 62 3 1 4 8 4 207 2 213 2 0 5 7 290
08:45 AM 6 62 3 71 8 0 6 14 11 232 0 243 6 0 6 12 340
Total Volume 19 306 15 340 39 4 31 74 61 886 11 958 18 4 18 40 1412 % App. Total 5.6 90 4.4 52.7 5.4 41.9 6.4 92.5 1.1 45 10 45 PHF .792 .665 .625 .685 .609 .500 .646 .617 .663 .855 .393 .829 .500 .333 .750 .769 .878
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 4 - FINAL
Site Code : 00000004
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
ROCK ST
ROCK ST
RENGSTORFF AVE
Right
19 Thru
306
Left
15 InOut Total
943 340 1283
Right
39 Thru
4 Left
31 OutTotal In
80 74 154
Left
11 Thru
886
Right
61 Out TotalIn
355 958 1313
Left
18 Thru
4 Right
18 TotalOut In
34 40 74
Peak Hour Begins at 08:00 AM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:15 PM
12:15 PM 7 137 4 148 4 0 0 4 3 142 1 146 0 1 2 3 301
12:30 PM 3 137 3 143 4 0 1 5 2 149 3 154 3 0 2 5 307
12:45 PM 5 121 2 128 6 0 4 10 3 149 3 155 1 3 0 4 297
01:00 PM 4 148 2 154 6 0 2 8 9 166 3 178 6 0 6 12 352
Total Volume 19 543 11 573 20 0 7 27 17 606 10 633 10 4 10 24 1257 % App. Total 3.3 94.8 1.9 74.1 0 25.9 2.7 95.7 1.6 41.7 16.7 41.7 PHF .679 .917 .688 .930 .833 .000 .438 .675 .472 .913 .833 .889 .417 .333 .417 .500 .893
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 4 - FINAL
Site Code : 00000004
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
ROCK ST
ROCK ST
RENGSTORFF AVE
Right
19 Thru
543
Left
11 InOut Total
636 573 1209
Right
20 Thru
0 Left
7 OutTotal In
32 27 59
Left
10 Thru
606
Right
17 Out TotalIn
560 633 1193
Left
10 Thru
4 Right
10 TotalOut In
29 24 53
Peak Hour Begins at 12:15 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 3 192 9 204 3 2 4 9 5 174 2 181 4 0 4 8 402
05:00 PM 7 192 8 207 5 1 3 9 16 139 7 162 13 3 1 17 395 05:15 PM 7 213 7 227 11 0 1 12 8 153 4 165 5 2 1 8 412
05:30 PM 7 201 7 215 6 1 1 8 10 147 3 160 4 1 4 9 392
Total Volume 24 798 31 853 25 4 9 38 39 613 16 668 26 6 10 42 1601 % App. Total 2.8 93.6 3.6 65.8 10.5 23.7 5.8 91.8 2.4 61.9 14.3 23.8 PHF .857 .937 .861 .939 .568 .500 .563 .792 .609 .881 .571 .923 .500 .500 .625 .618 .971
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 4 - FINAL
Site Code : 00000004
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
ROCK ST
ROCK ST
RENGSTORFF AVE
Right
24 Thru
798
Left
31 InOut Total
648 853 1501
Right
25 Thru
4 Left
9 OutTotal In
76 38 114
Left
16 Thru
613
Right
39 Out TotalIn
833 668 1501
Left
10 Thru
6 Right
26 TotalOut In
44 42 86
Peak Hour Begins at 04:45 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 3 192 9 204 3 2 4 9 5 174 2 181 4 0 4 8 402
05:00 PM 7 192 8 207 5 1 3 9 16 139 7 162 13 3 1 17 395 05:15 PM 7 213 7 227 11 0 1 12 8 153 4 165 5 2 1 8 412
05:30 PM 7 201 7 215 6 1 1 8 10 147 3 160 4 1 4 9 392
Total Volume 24 798 31 853 25 4 9 38 39 613 16 668 26 6 10 42 1601 % App. Total 2.8 93.6 3.6 65.8 10.5 23.7 5.8 91.8 2.4 61.9 14.3 23.8 PHF .857 .937 .861 .939 .568 .500 .563 .792 .609 .881 .571 .923 .500 .500 .625 .618 .971
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 4 - FINAL
Site Code : 00000004
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
ROCK ST
ROCK ST
RENGSTORFF AVE
Right
24 Thru
798
Left
31 InOut Total
648 853 1501
Right
25 Thru
4 Left
9 OutTotal In
76 38 114
Left
16 Thru
613
Right
39 Out TotalIn
833 668 1501
Left
10 Thru
6 Right
26 TotalOut In
44 42 86
Peak Hour Begins at 04:45 PM
Vehicles
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 4 - FINAL
Site Code : 00000004
Start Date : 12/9/2025
Page No : 1
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
ROCK ST
Westbound
RENGSTORFF AVE
Northbound
ROCK ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
07:15 AM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3
07:30 AM 0 1 0 0 1 0 0 0 0 0 1 1 1 0 3 0 1 0 0 1 5
07:45 AM 0 1 0 0 1 0 0 0 0 0 1 4 0 0 5 1 2 0 0 3 9
Total 0 4 0 0 4 0 0 0 0 0 2 8 1 0 11 1 3 0 0 4 19
08:00 AM 0 1 0 0 1 0 0 2 0 2 1 3 0 0 4 0 1 0 0 1 8
08:15 AM 0 0 0 0 0 0 1 0 0 1 1 1 0 0 2 0 3 0 0 3 6
08:30 AM 1 0 0 0 1 0 0 0 0 0 2 1 0 0 3 0 0 0 0 0 4
08:45 AM 0 0 0 0 0 0 0 1 0 1 2 0 0 0 2 1 1 0 0 2 5
Total 1 1 0 0 2 0 1 3 0 4 6 5 0 0 11 1 5 0 0 6 23
09:00 AM 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 2
09:15 AM 0 0 0 0 0 0 1 0 0 1 2 1 0 0 3 0 0 0 0 0 4
09:30 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
09:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 2
Total 0 2 0 0 2 0 1 0 0 1 3 3 0 0 6 1 0 0 0 1 10
10:00 AM 0 1 0 0 1 0 2 0 0 2 0 2 0 0 2 0 0 0 0 0 5
10:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
10:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 0 1 0 2 0 0 2 0 4 0 0 4 0 0 0 0 0 7
11:00 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
11:15 AM 0 1 0 0 1 0 0 0 0 0 2 1 0 0 3 0 0 0 0 0 4
11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 2 0 0 2 0 0 0 0 0 2 3 0 0 5 0 0 0 0 0 7
12:00 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 2
12:15 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
12:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1
12:45 PM 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
Total 0 3 1 0 4 0 0 0 0 0 3 0 0 0 3 0 0 0 0 0 7
01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:15 PM 0 0 0 0 0 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 3
01:30 PM 0 1 0 0 1 0 0 0 0 0 0 4 1 0 5 0 0 0 0 0 6
01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 0 1 0 0 0 0 0 1 6 1 0 8 0 0 0 0 0 9
02:00 PM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3
02:15 PM 0 3 0 0 3 0 0 0 0 0 2 2 0 0 4 0 0 0 0 0 7
02:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
02:45 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
Total 0 9 0 0 9 0 0 0 0 0 2 3 0 0 5 0 0 0 0 0 14
03:00 PM 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 4
03:15 PM 0 3 0 0 3 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 4
03:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
03:45 PM 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 4
Total 0 7 0 0 7 0 0 0 0 0 1 5 0 0 6 0 0 0 0 0 13
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 4 - FINAL
Site Code : 00000004
Start Date : 12/9/2025
Page No : 2
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
ROCK ST
Westbound
RENGSTORFF AVE
Northbound
ROCK ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 1 0 0 1 0 2 1 0 3 2 1 0 0 3 0 0 0 0 0 7
04:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:30 PM 0 1 0 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 3
04:45 PM 0 0 0 0 0 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 2
Total 0 3 0 0 3 1 3 1 0 5 4 1 0 0 5 0 0 0 0 0 13
05:00 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3
05:30 PM 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 4
05:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 3 0 0 3 0 1 0 0 1 1 4 0 0 5 0 1 0 0 1 10
06:00 PM 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3
06:15 PM 0 2 0 0 2 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 3
06:30 PM 0 2 0 0 2 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 5
06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 6 0 0 6 0 3 0 0 3 1 1 0 0 2 0 0 0 0 0 11
Grand Total 1 42 1 0 44 1 11 4 0 16 26 43 2 0 71 3 9 0 0 12 143 Apprch % 2.3 95.5 2.3 0 6.2 68.8 25 0 36.6 60.6 2.8 0 25 75 0 0 Total % 0.7 29.4 0.7 0 30.8 0.7 7.7 2.8 0 11.2 18.2 30.1 1.4 0 49.7 2.1 6.3 0 0 8.4
RENGSTORFF AVE
Southbound
ROCK ST
Westbound
RENGSTORFF AVE
Northbound
ROCK ST
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 1 0 1 0 0 0 0 1 1 1 3 0 1 0 1 5
07:45 AM 0 1 0 1 0 0 0 0 1 4 0 5 1 2 0 3 9
08:00 AM 0 1 0 1 0 0 2 2 1 3 0 4 0 1 0 1 8
08:15 AM 0 0 0 0 0 1 0 1 1 1 0 2 0 3 0 3 6
Total Volume 0 3 0 3 0 1 2 3 4 9 1 14 1 7 0 8 28
% App. Total 0 100 0 0 33.3 66.7 28.6 64.3 7.1 12.5 87.5 0 PHF .000 .750 .000 .750 .000 .250 .250 .375 1.00 .563 .250 .700 .250 .583 .000 .667 .778
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 4 - FINAL
Site Code : 00000004
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
ROCK ST
ROCK ST
RENGSTORFF AVE
Right
0 Thru
3 Left
0 InOut Total
9 3 12
Right
0 Thru
1 Left
2 OutTotal In
11 3 14
Left
1 Thru
9 Right
4 Out TotalIn
6 14 20
Left
0 Thru
7 Right
1 TotalOut In
2 8 10
Peak Hour Begins at 07:30 AM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:30 PM
01:30 PM 0 1 0 1 0 0 0 0 0 4 1 5 0 0 0 0 6
01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:00 PM 0 2 0 2 0 0 0 0 0 1 0 1 0 0 0 0 3
02:15 PM 0 3 0 3 0 0 0 0 2 2 0 4 0 0 0 0 7
Total Volume 0 6 0 6 0 0 0 0 2 7 1 10 0 0 0 0 16
% App. Total 0 100 0 0 0 0 20 70 10 0 0 0
PHF .000 .500 .000 .500 .000 .000 .000 .000 .250 .438 .250 .500 .000 .000 .000 .000 .571
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 4 - FINAL
Site Code : 00000004
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
ROCK ST
ROCK ST
RENGSTORFF AVE
Right
0 Thru
6 Left
0 InOut Total
7 6 13
Right
0 Thru
0 Left
0 OutTotal In
2 0 2
Left
1 Thru
7 Right
2 Out TotalIn
6 10 16
Left
0 Thru
0 Right
0 TotalOut In
1 0 1
Peak Hour Begins at 01:30 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM
03:15 PM 0 3 0 3 0 0 0 0 1 0 0 1 0 0 0 0 4
03:30 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
03:45 PM 0 1 0 1 0 0 0 0 0 3 0 3 0 0 0 0 4
04:00 PM 0 1 0 1 0 2 1 3 2 1 0 3 0 0 0 0 7
Total Volume 0 5 0 5 0 2 1 3 3 5 0 8 0 0 0 0 16
% App. Total 0 100 0 0 66.7 33.3 37.5 62.5 0 0 0 0
PHF .000 .417 .000 .417 .000 .250 .250 .250 .375 .417 .000 .667 .000 .000 .000 .000 .571
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 4 - FINAL
Site Code : 00000004
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
ROCK ST
ROCK ST
RENGSTORFF AVE
Right
0 Thru
5 Left
0 InOut Total
5 5 10
Right
0 Thru
2 Left
1 OutTotal In
3 3 6
Left
0 Thru
5 Right
3 Out TotalIn
6 8 14
Left
0 Thru
0 Right
0 TotalOut In
2 0 2
Peak Hour Begins at 03:15 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 1 0 1 0 0 0 0 1 1 1 3 0 1 0 1 5
07:45 AM 0 1 0 1 0 0 0 0 1 4 0 5 1 2 0 3 9
08:00 AM 0 1 0 1 0 0 2 2 1 3 0 4 0 1 0 1 8
08:15 AM 0 0 0 0 0 1 0 1 1 1 0 2 0 3 0 3 6
Total Volume 0 3 0 3 0 1 2 3 4 9 1 14 1 7 0 8 28
% App. Total 0 100 0 0 33.3 66.7 28.6 64.3 7.1 12.5 87.5 0 PHF .000 .750 .000 .750 .000 .250 .250 .375 1.00 .563 .250 .700 .250 .583 .000 .667 .778
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 4 - FINAL
Site Code : 00000004
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
ROCK ST
ROCK ST
RENGSTORFF AVE
Right
0 Thru
3 Left
0 InOut Total
9 3 12
Right
0 Thru
1 Left
2 OutTotal In
11 3 14
Left
1 Thru
9 Right
4 Out TotalIn
6 14 20
Left
0 Thru
7 Right
1 TotalOut In
2 8 10
Peak Hour Begins at 07:30 AM
Bikes
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 5 - FINAL
Site Code : 00000005
Start Date : 12/9/2025
Page No : 1
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
W MIDDLEFIELD RD
Westbound
RENGSTORFF AVE
Northbound
W MIDDLEFIELD RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 3 42 4 0 49 13 24 13 0 50 4 86 8 1 99 4 12 10 1 27 225 07:15 AM 4 52 4 2 62 21 27 14 0 62 5 102 7 1 115 2 17 14 4 37 276 07:30 AM 2 52 8 4 66 18 39 19 0 76 2 114 4 6 126 4 27 15 3 49 317 07:45 AM 0 96 9 4 109 38 62 31 0 131 18 137 18 3 176 9 33 20 6 68 484 Total 9 242 25 10 286 90 152 77 0 319 29 439 37 11 516 19 89 59 14 181 1302 08:00 AM 6 117 13 3 139 34 90 71 2 197 15 147 15 9 186 14 43 33 7 97 619 08:15 AM 4 65 12 4 85 41 73 43 0 157 13 207 20 1 241 16 50 41 4 111 594 08:30 AM 4 48 10 1 63 26 84 19 2 131 9 171 12 3 195 13 41 23 2 79 468 08:45 AM 9 64 9 3 85 50 62 20 0 132 15 164 24 0 203 13 52 37 1 103 523 Total 23 294 44 11 372 151 309 153 4 617 52 689 71 13 825 56 186 134 14 390 2204 09:00 AM 3 46 15 1 65 35 39 16 3 93 9 181 18 5 213 11 44 23 1 79 450 09:15 AM 9 54 8 2 73 39 51 21 2 113 8 145 7 5 165 9 34 15 3 61 412 09:30 AM 2 71 15 4 92 42 53 16 2 113 12 180 10 1 203 2 24 23 5 54 462 09:45 AM 3 57 18 0 78 44 41 15 2 102 8 155 14 7 184 14 27 16 1 58 422 Total 17 228 56 7 308 160 184 68 9 421 37 661 49 18 765 36 129 77 10 252 1746 10:00 AM 5 67 12 2 86 32 31 15 1 79 8 129 8 2 147 7 35 28 0 70 382 10:15 AM 1 95 27 2 125 35 28 19 1 83 12 122 8 0 142 7 26 23 1 57 407 10:30 AM 3 64 24 0 91 30 26 9 2 67 5 122 7 1 135 8 30 19 2 59 352 10:45 AM 2 86 20 0 108 26 33 17 2 78 9 119 10 1 139 7 26 18 3 54 379 Total 11 312 83 4 410 123 118 60 6 307 34 492 33 4 563 29 117 88 6 240 1520 11:00 AM 4 67 29 0 100 35 30 15 0 80 8 96 12 2 118 8 31 26 0 65 363 11:15 AM 1 95 17 5 118 31 20 10 4 65 7 130 4 0 141 11 43 20 2 76 400 11:30 AM 5 101 20 0 126 29 19 5 2 55 11 108 4 2 125 8 43 34 1 86 392 11:45 AM 3 105 26 1 135 20 28 14 0 62 10 127 15 3 155 13 30 20 3 66 418 Total 13 368 92 6 479 115 97 44 6 262 36 461 35 7 539 40 147 100 6 293 1573 12:00 PM 5 114 25 1 145 29 25 17 0 71 9 88 4 2 103 12 37 18 3 70 389 12:15 PM 3 106 26 1 136 24 41 19 2 86 12 107 10 2 131 6 32 25 1 64 417 12:30 PM 1 115 22 1 139 26 19 13 4 62 8 113 6 6 133 11 24 20 2 57 391 12:45 PM 0 107 18 0 125 24 17 13 1 55 9 116 7 3 135 9 28 22 5 64 379 Total 9 442 91 3 545 103 102 62 7 274 38 424 27 13 502 38 121 85 11 255 1576 01:00 PM 6 127 21 1 155 29 16 8 3 56 9 135 9 0 153 13 31 24 2 70 434 01:15 PM 7 102 15 1 125 21 21 16 1 59 8 98 10 2 118 9 43 23 1 76 378 01:30 PM 3 125 29 0 157 16 23 16 3 58 14 102 10 2 128 8 38 19 0 65 408 01:45 PM 2 88 26 0 116 27 24 22 1 74 11 131 9 2 153 16 55 20 2 93 436 Total 18 442 91 2 553 93 84 62 8 247 42 466 38 6 552 46 167 86 5 304 1656 02:00 PM 5 81 15 8 109 26 40 13 3 82 8 105 10 4 127 18 35 21 6 80 398 02:15 PM 5 102 24 0 131 23 32 19 2 76 11 93 4 3 111 9 38 13 4 64 382 02:30 PM 2 111 26 2 141 30 34 22 1 87 9 109 11 5 134 11 47 24 6 88 450 02:45 PM 5 107 34 3 149 43 33 15 4 95 9 89 7 2 107 21 62 18 6 107 458 Total 17 401 99 13 530 122 139 69 10 340 37 396 32 14 479 59 182 76 22 339 1688 03:00 PM 9 128 35 0 172 23 50 17 1 91 16 116 13 3 148 15 60 27 1 103 514 03:15 PM 3 135 32 3 173 23 41 24 0 88 11 94 11 3 119 22 76 23 2 123 503 03:30 PM 10 172 42 3 227 39 58 36 0 133 21 95 15 1 132 25 99 18 0 142 634 03:45 PM 30 170 55 1 256 40 92 18 0 150 20 80 10 5 115 21 111 32 4 168 689 Total 52 605 164 7 828 125 241 95 1 462 68 385 49 12 514 83 346 100 7 536 2340
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 5 - FINAL
Site Code : 00000005
Start Date : 12/9/2025
Page No : 2
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
W MIDDLEFIELD RD
Westbound
RENGSTORFF AVE
Northbound
W MIDDLEFIELD RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 19 163 58 3 243 49 96 24 5 174 26 92 11 4 133 20 124 18 0 162 712 04:15 PM 11 146 43 3 203 40 96 33 2 171 16 89 16 9 130 23 140 27 6 196 700 04:30 PM 10 144 59 8 221 39 112 30 1 182 17 93 10 9 129 31 109 22 13 175 707 04:45 PM 3 134 58 3 198 54 134 26 0 214 20 104 20 3 147 26 161 23 6 216 775 Total 43 587 218 17 865 182 438 113 8 741 79 378 57 25 539 100 534 90 25 749 2894 05:00 PM 6 130 31 5 172 48 150 60 1 259 19 92 16 8 135 35 162 30 2 229 795 05:15 PM 7 157 59 0 223 75 166 35 0 276 9 66 14 3 92 20 141 24 2 187 778 05:30 PM 8 134 63 3 208 65 154 52 0 271 28 77 12 1 118 23 131 21 5 180 777 05:45 PM 3 142 77 0 222 46 126 44 2 218 15 55 7 5 82 32 165 32 5 234 756 Total 24 563 230 8 825 234 596 191 3 1024 71 290 49 17 427 110 599 107 14 830 3106 06:00 PM 14 145 79 1 239 67 108 28 0 203 30 94 7 0 131 20 217 20 0 257 830 06:15 PM 5 114 48 2 169 66 99 43 0 208 18 61 11 0 90 35 176 24 1 236 703 06:30 PM 6 156 58 0 220 26 76 27 0 129 15 85 6 1 107 25 126 27 3 181 637 06:45 PM 3 131 33 0 167 20 52 14 0 86 10 87 7 0 104 20 100 17 5 142 499 Total 28 546 218 3 795 179 335 112 0 626 73 327 31 1 432 100 619 88 9 816 2669 Grand Total 264 5030 1411 91 6796 1677 2795 1106 62 5640 596 5408 508 141 6653 716 3236 1090 143 5185 24274 Apprch % 3.9 74 20.8 1.3 29.7 49.6 19.6 1.1 9 81.3 7.6 2.1 13.8 62.4 21 2.8 Total % 1.1 20.7 5.8 0.4 28 6.9 11.5 4.6 0.3 23.2 2.5 22.3 2.1 0.6 27.4 2.9 13.3 4.5 0.6 21.4
RENGSTORFF AVE
Southbound
W MIDDLEFIELD RD
Westbound
RENGSTORFF AVE
Northbound
W MIDDLEFIELD RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 6 117 13 136 34 90 71 195 15 147 15 177 14 43 33 90 598 08:15 AM 4 65 12 81 41 73 43 157 13 207 20 240 16 50 41 107 585 08:30 AM 4 48 10 62 26 84 19 129 9 171 12 192 13 41 23 77 460 08:45 AM 9 64 9 82 50 62 20 132 15 164 24 203 13 52 37 102 519 Total Volume 23 294 44 361 151 309 153 613 52 689 71 812 56 186 134 376 2162 % App. Total 6.4 81.4 12.2 24.6 50.4 25 6.4 84.9 8.7 14.9 49.5 35.6 PHF .639 .628 .846 .664 .755 .858 .539 .786 .867 .832 .740 .846 .875 .894 .817 .879 .904
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 5 - FINAL
Site Code : 00000005
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
W MIDDLEFIELD RD
W MIDDLEFIELD RD
RENGSTORFF AVE
Right
23 Thru
294
Left
44 InOut Total
974 361 1335
Right
151
Thru
309
Left
153
OutTotal In
282 613 895
Left
71 Thru
689
Right
52 Out TotalIn
503 812 1315
Left
134
Thru
186
Right
56 TotalOut In
403 376 779
Peak Hour Begins at 08:00 AM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM
01:00 PM 6 127 21 154 29 16 8 53 9 135 9 153 13 31 24 68 428 01:15 PM 7 102 15 124 21 21 16 58 8 98 10 116 9 43 23 75 373 01:30 PM 3 125 29 157 16 23 16 55 14 102 10 126 8 38 19 65 403 01:45 PM 2 88 26 116 27 24 22 73 11 131 9 151 16 55 20 91 431 Total Volume 18 442 91 551 93 84 62 239 42 466 38 546 46 167 86 299 1635 % App. Total 3.3 80.2 16.5 38.9 35.1 25.9 7.7 85.3 7 15.4 55.9 28.8 PHF .643 .870 .784 .877 .802 .875 .705 .818 .750 .863 .950 .892 .719 .759 .896 .821 .948
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 5 - FINAL
Site Code : 00000005
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
W MIDDLEFIELD RD
W MIDDLEFIELD RD
RENGSTORFF AVE
Right
18 Thru
442
Left
91 InOut Total
645 551 1196
Right
93 Thru
84 Left
62 OutTotal In
300 239 539
Left
38 Thru
466
Right
42 Out TotalIn
550 546 1096
Left
86 Thru
167
Right
46 TotalOut In
140 299 439
Peak Hour Begins at 01:00 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:15 PM
05:15 PM 7 157 59 223 75 166 35 276 9 66 14 89 20 141 24 185 773 05:30 PM 8 134 63 205 65 154 52 271 28 77 12 117 23 131 21 175 768 05:45 PM 3 142 77 222 46 126 44 216 15 55 7 77 32 165 32 229 744 06:00 PM 14 145 79 238 67 108 28 203 30 94 7 131 20 217 20 257 829 Total Volume 32 578 278 888 253 554 159 966 82 292 40 414 95 654 97 846 3114 % App. Total 3.6 65.1 31.3 26.2 57.3 16.5 19.8 70.5 9.7 11.2 77.3 11.5 PHF .571 .920 .880 .933 .843 .834 .764 .875 .683 .777 .714 .790 .742 .753 .758 .823 .939
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 5 - FINAL
Site Code : 00000005
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
W MIDDLEFIELD RD
W MIDDLEFIELD RD
RENGSTORFF AVE
Right
32 Thru
578
Left
278
InOut Total
642 888 1530
Right
253
Thru
554
Left
159
OutTotal In
1014 966 1980
Left
40 Thru
292
Right
82 Out TotalIn
832 414 1246
Left
97 Thru
654
Right
95 TotalOut In
626 846 1472
Peak Hour Begins at 05:15 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:15 PM
05:15 PM 7 157 59 223 75 166 35 276 9 66 14 89 20 141 24 185 773 05:30 PM 8 134 63 205 65 154 52 271 28 77 12 117 23 131 21 175 768 05:45 PM 3 142 77 222 46 126 44 216 15 55 7 77 32 165 32 229 744 06:00 PM 14 145 79 238 67 108 28 203 30 94 7 131 20 217 20 257 829 Total Volume 32 578 278 888 253 554 159 966 82 292 40 414 95 654 97 846 3114 % App. Total 3.6 65.1 31.3 26.2 57.3 16.5 19.8 70.5 9.7 11.2 77.3 11.5 PHF .571 .920 .880 .933 .843 .834 .764 .875 .683 .777 .714 .790 .742 .753 .758 .823 .939
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 5 - FINAL
Site Code : 00000005
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
W MIDDLEFIELD RD
W MIDDLEFIELD RD
RENGSTORFF AVE
Right
32 Thru
578
Left
278
InOut Total
642 888 1530
Right
253
Thru
554
Left
159
OutTotal In
1014 966 1980
Left
40 Thru
292
Right
82 Out TotalIn
832 414 1246
Left
97 Thru
654
Right
95 TotalOut In
626 846 1472
Peak Hour Begins at 05:15 PM
Vehicles
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 5 - FINAL
Site Code : 00000005
Start Date : 12/9/2025
Page No : 1
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
W MIDDLEFIELD RD
Westbound
RENGSTORFF AVE
Northbound
W MIDDLEFIELD RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 6
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 0 2 3
07:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 3
Total 0 1 0 0 1 0 1 0 0 1 0 2 0 0 2 0 7 1 0 8 12
08:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2
08:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 1 0 2 3
08:45 AM 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 0 1 0 0 1 4
Total 0 1 1 0 2 0 1 0 0 1 0 3 0 0 3 0 3 1 0 4 10
09:00 AM 0 1 0 0 1 0 1 0 0 1 0 2 0 0 2 0 2 0 0 2 6
09:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2
09:30 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 2
09:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
Total 0 1 0 0 1 0 1 0 0 1 1 5 0 0 6 0 2 1 0 3 11
10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2
10:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 0 2 3
10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2
Total 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 7 0 0 7 8
11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
11:15 AM 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 1 1 0 2 4
11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 2
Total 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 2 3 0 5 7
12:00 PM 0 1 0 0 1 0 1 1 0 2 0 0 0 0 0 0 0 2 0 2 5
12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2
12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1
Total 0 1 0 0 1 0 2 1 0 3 0 0 0 0 0 1 1 2 0 4 8
01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
01:15 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1
01:30 PM 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 1 1 0 2 4
01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 2
Total 0 0 0 0 0 0 1 1 0 2 0 1 1 0 2 0 3 1 0 4 8
02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2
02:15 PM 0 2 1 0 3 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 7
02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:45 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1
Total 0 2 1 0 3 0 2 1 0 3 0 0 0 0 0 0 4 0 0 4 10
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
03:15 PM 0 0 0 0 0 1 2 1 0 4 0 0 0 0 0 0 1 0 0 1 5
03:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 3
03:45 PM 0 0 0 0 0 1 1 1 0 3 0 0 0 0 0 0 2 0 0 2 5
Total 0 0 0 0 0 2 4 2 0 8 0 0 0 0 0 0 6 0 0 6 14
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 5 - FINAL
Site Code : 00000005
Start Date : 12/9/2025
Page No : 2
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
W MIDDLEFIELD RD
Westbound
RENGSTORFF AVE
Northbound
W MIDDLEFIELD RD
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 0 1 2 0 3 5
04:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1
04:30 PM 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 2
04:45 PM 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 2
Total 0 0 1 0 1 0 1 2 0 3 0 1 1 0 2 1 1 2 0 4 10
05:00 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 4
05:30 PM 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 2
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0 3 3
Total 0 0 0 0 0 0 5 1 0 6 0 0 0 0 0 1 4 0 0 5 11
06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2
06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2
Grand Total 0 6 3 0 9 2 18 10 0 30 2 12 2 0 16 3 42 11 0 56 111 Apprch % 0 66.7 33.3 0 6.7 60 33.3 0 12.5 75 12.5 0 5.4 75 19.6 0 Total % 0 5.4 2.7 0 8.1 1.8 16.2 9 0 27 1.8 10.8 1.8 0 14.4 2.7 37.8 9.9 0 50.5
RENGSTORFF AVE
Southbound
W MIDDLEFIELD RD
Westbound
RENGSTORFF AVE
Northbound
W MIDDLEFIELD RD
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:30 AM
08:30 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 1 1 2 3
08:45 AM 0 0 0 0 0 1 0 1 0 2 0 2 0 1 0 1 4
09:00 AM 0 1 0 1 0 1 0 1 0 2 0 2 0 2 0 2 6
09:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 1 2
Total Volume 0 1 0 1 0 2 0 2 0 6 0 6 0 4 2 6 15
% App. Total 0 100 0 0 100 0 0 100 0 0 66.7 33.3
PHF .000 .250 .000 .250 .000 .500 .000 .500 .000 .750 .000 .750 .000 .500 .500 .750 .625
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 5 - FINAL
Site Code : 00000005
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
W MIDDLEFIELD RD
W MIDDLEFIELD RD
RENGSTORFF AVE
Right
0 Thru
1 Left
0 InOut Total
8 1 9
Right
0 Thru
2 Left
0 OutTotal In
4 2 6
Left
0 Thru
6 Right
0 Out TotalIn
1 6 7
Left
2 Thru
4 Right
0 TotalOut In
2 6 8
Peak Hour Begins at 08:30 AM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:30 PM
01:30 PM 0 0 0 0 0 1 0 1 0 1 0 1 0 1 1 2 4
01:45 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 1 0 1 2
02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2
02:15 PM 0 2 1 3 0 2 0 2 0 0 0 0 0 2 0 2 7
Total Volume 0 2 1 3 0 3 0 3 0 1 1 2 0 6 1 7 15
% App. Total 0 66.7 33.3 0 100 0 0 50 50 0 85.7 14.3 PHF .000 .250 .250 .250 .000 .375 .000 .375 .000 .250 .250 .500 .000 .750 .250 .875 .536
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 5 - FINAL
Site Code : 00000005
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
W MIDDLEFIELD RD
W MIDDLEFIELD RD
RENGSTORFF AVE
Right
0 Thru
2 Left
1 InOut Total
2 3 5
Right
0 Thru
3 Left
0 OutTotal In
7 3 10
Left
1 Thru
1 Right
0 Out TotalIn
2 2 4
Left
1 Thru
6 Right
0 TotalOut In
4 7 11
Peak Hour Begins at 01:30 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM
03:15 PM 0 0 0 0 1 2 1 4 0 0 0 0 0 1 0 1 5
03:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3
03:45 PM 0 0 0 0 1 1 1 3 0 0 0 0 0 2 0 2 5
04:00 PM 0 0 1 1 0 0 0 0 0 0 1 1 0 1 2 3 5
Total Volume 0 0 1 1 2 4 2 8 0 0 1 1 0 6 2 8 18
% App. Total 0 0 100 25 50 25 0 0 100 0 75 25
PHF .000 .000 .250 .250 .500 .500 .500 .500 .000 .000 .250 .250 .000 .750 .250 .667 .900
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 5 - FINAL
Site Code : 00000005
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
W MIDDLEFIELD RD
W MIDDLEFIELD RD
RENGSTORFF AVE
Right
0 Thru
0 Left
1 InOut Total
4 1 5
Right
2 Thru
4 Left
2 OutTotal In
7 8 15
Left
1 Thru
0 Right
0 Out TotalIn
2 1 3
Left
2 Thru
6 Right
0 TotalOut In
5 8 13
Peak Hour Begins at 03:15 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM
03:15 PM 0 0 0 0 1 2 1 4 0 0 0 0 0 1 0 1 5
03:30 PM 0 0 0 0 0 1 0 1 0 0 0 0 0 2 0 2 3
03:45 PM 0 0 0 0 1 1 1 3 0 0 0 0 0 2 0 2 5
04:00 PM 0 0 1 1 0 0 0 0 0 0 1 1 0 1 2 3 5
Total Volume 0 0 1 1 2 4 2 8 0 0 1 1 0 6 2 8 18
% App. Total 0 0 100 25 50 25 0 0 100 0 75 25
PHF .000 .000 .250 .250 .500 .500 .500 .500 .000 .000 .250 .250 .000 .750 .250 .667 .900
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 5 - FINAL
Site Code : 00000005
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
W MIDDLEFIELD RD
W MIDDLEFIELD RD
RENGSTORFF AVE
Right
0 Thru
0 Left
1 InOut Total
4 1 5
Right
2 Thru
4 Left
2 OutTotal In
7 8 15
Left
1 Thru
0 Right
0 Out TotalIn
2 1 3
Left
2 Thru
6 Right
0 TotalOut In
5 8 13
Peak Hour Begins at 03:15 PM
Bikes
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 6 - FINAL
Site Code : 00000006
Start Date : 12/9/2025
Page No : 1
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound Westbound
RENGSTORFF AVE
Northbound
JANE LN
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 2 42 0 0 44 0 0 0 0 0 0 102 0 0 102 6 0 4 0 10 156 07:15 AM 3 56 0 1 60 0 0 0 0 0 0 98 4 0 102 1 0 2 0 3 165 07:30 AM 5 51 0 0 56 0 0 0 0 0 0 98 5 0 103 4 0 11 1 16 175 07:45 AM 7 74 0 0 81 0 0 0 0 0 0 149 7 0 156 6 0 11 0 17 254 Total 17 223 0 1 241 0 0 0 0 0 0 447 16 0 463 17 0 28 1 46 750 08:00 AM 22 115 0 0 137 0 0 0 0 0 0 155 14 0 169 9 0 19 0 28 334 08:15 AM 8 108 0 0 116 0 0 0 0 0 0 200 4 0 204 8 0 33 3 44 364 08:30 AM 5 61 1 0 67 0 0 0 0 0 0 170 1 0 171 1 0 10 0 11 249 08:45 AM 4 76 0 0 80 0 0 0 0 0 0 187 3 0 190 4 0 11 2 17 287 Total 39 360 1 0 400 0 0 0 0 0 0 712 22 0 734 22 0 73 5 100 1234 09:00 AM 3 56 0 0 59 0 0 0 0 0 0 184 2 0 186 3 0 14 0 17 262 09:15 AM 6 58 0 0 64 0 0 0 0 0 0 155 2 0 157 1 0 8 0 9 230 09:30 AM 5 69 0 0 74 0 0 0 0 0 0 183 5 0 188 5 0 8 0 13 275 09:45 AM 3 68 0 0 71 0 0 0 0 0 0 149 1 0 150 4 0 7 0 11 232 Total 17 251 0 0 268 0 0 0 0 0 0 671 10 0 681 13 0 37 0 50 999 10:00 AM 5 53 0 0 58 0 0 0 0 0 0 131 1 0 132 7 0 10 0 17 207 10:15 AM 4 83 0 1 88 0 0 0 0 0 0 114 1 0 115 4 0 7 3 14 217 10:30 AM 4 59 0 0 63 0 0 0 0 0 0 124 3 0 127 0 0 3 0 3 193 10:45 AM 3 78 0 0 81 0 0 0 0 0 0 127 2 0 129 1 0 1 3 5 215 Total 16 273 0 1 290 0 0 0 0 0 0 496 7 0 503 12 0 21 6 39 832 11:00 AM 6 70 0 2 78 0 0 0 0 0 0 111 1 0 112 3 0 8 1 12 202 11:15 AM 6 86 0 0 92 0 0 0 0 0 0 108 0 0 108 4 0 9 1 14 214 11:30 AM 4 106 0 0 110 0 0 0 0 0 0 131 1 0 132 2 0 5 4 11 253 11:45 AM 2 104 0 0 106 0 0 0 0 0 0 136 2 0 138 2 0 4 2 8 252 Total 18 366 0 2 386 0 0 0 0 0 0 486 4 0 490 11 0 26 8 45 921 12:00 PM 2 113 2 0 117 0 0 0 0 0 0 105 0 0 105 3 0 10 0 13 235 12:15 PM 6 106 0 1 113 0 0 0 0 0 0 108 3 0 111 3 0 8 0 11 235 12:30 PM 4 107 0 0 111 0 0 0 0 0 0 117 3 0 120 3 0 6 3 12 243 12:45 PM 4 115 0 0 119 0 0 0 0 0 0 119 2 0 121 4 0 5 3 12 252 Total 16 441 2 1 460 0 0 0 0 0 0 449 8 0 457 13 0 29 6 48 965 01:00 PM 2 107 0 1 110 0 0 0 0 0 0 146 4 0 150 1 0 4 6 11 271 01:15 PM 7 105 0 0 112 0 0 0 0 0 0 123 1 0 124 3 0 7 0 10 246 01:30 PM 7 106 0 0 113 0 0 0 0 0 0 112 6 0 118 4 0 3 1 8 239 01:45 PM 3 100 0 0 103 0 0 0 0 0 0 117 4 0 121 11 0 13 1 25 249 Total 19 418 0 1 438 0 0 0 0 0 0 498 15 0 513 19 0 27 8 54 1005 02:00 PM 1 108 0 0 109 0 0 0 0 0 0 111 4 0 115 2 0 8 0 10 234 02:15 PM 4 103 0 0 107 0 0 0 0 0 0 117 2 0 119 1 0 5 0 6 232 02:30 PM 4 112 0 0 116 0 0 0 0 0 0 125 5 0 130 2 0 7 2 11 257 02:45 PM 5 107 0 0 112 0 0 0 0 0 0 113 9 0 122 6 0 12 0 18 252 Total 14 430 0 0 444 0 0 0 0 0 0 466 20 0 486 11 0 32 2 45 975 03:00 PM 7 127 0 0 134 0 0 0 0 0 0 132 6 0 138 7 0 18 3 28 300 03:15 PM 5 146 0 0 151 0 0 0 0 0 0 109 2 0 111 1 0 10 0 11 273 03:30 PM 7 223 0 0 230 0 0 0 0 0 0 129 0 0 129 4 0 10 0 14 373 03:45 PM 12 152 0 0 164 0 0 0 0 0 0 103 4 0 107 9 0 11 0 20 291 Total 31 648 0 0 679 0 0 0 0 0 0 473 12 0 485 21 0 49 3 73 1237
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 6 - FINAL
Site Code : 00000006
Start Date : 12/9/2025
Page No : 2
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound Westbound
RENGSTORFF AVE
Northbound
JANE LN
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 15 154 0 0 169 0 0 0 0 0 0 106 4 0 110 7 0 18 0 25 304 04:15 PM 26 166 0 0 192 0 0 0 0 0 0 120 6 0 126 14 0 16 3 33 351 04:30 PM 8 149 0 0 157 0 0 0 0 0 0 90 3 0 93 7 0 10 1 18 268 04:45 PM 10 127 0 0 137 0 0 0 0 0 0 124 6 0 130 13 0 8 3 24 291 Total 59 596 0 0 655 0 0 0 0 0 0 440 19 0 459 41 0 52 7 100 1214 05:00 PM 11 162 0 1 174 0 0 0 0 0 0 102 6 0 108 6 0 9 4 19 301 05:15 PM 11 158 0 0 169 0 0 0 0 0 0 87 5 0 92 12 0 13 3 28 289 05:30 PM 6 149 0 1 156 0 0 0 0 0 0 116 2 0 118 4 0 17 0 21 295 05:45 PM 6 183 0 0 189 0 0 0 0 0 0 62 2 0 64 8 0 9 2 19 272 Total 34 652 0 2 688 0 0 0 0 0 0 367 15 0 382 30 0 48 9 87 1157 06:00 PM 19 127 0 0 146 0 0 0 0 0 0 122 6 0 128 2 0 13 1 16 290 06:15 PM 16 151 0 0 167 0 0 0 0 0 0 94 1 0 95 9 0 9 0 18 280 06:30 PM 10 150 0 0 160 0 0 0 0 0 0 97 2 0 99 9 0 14 1 24 283 06:45 PM 5 134 0 0 139 0 0 0 0 0 0 99 0 0 99 3 0 8 3 14 252 Total 50 562 0 0 612 0 0 0 0 0 0 412 9 0 421 23 0 44 5 72 1105 Grand Total 330 5220 3 8 5561 0 0 0 0 0 0 5917 157 0 6074 233 0 466 60 759 12394 Apprch % 5.9 93.9 0.1 0.1 0 0 0 0 0 97.4 2.6 0 30.7 0 61.4 7.9 Total % 2.7 42.1 0 0.1 44.9 0 0 0 0 0 0 47.7 1.3 0 49 1.9 0 3.8 0.5 6.1
RENGSTORFF AVE
Southbound Westbound
RENGSTORFF AVE
Northbound
JANE LN
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 22 115 0 137 0 0 0 0 0 155 14 169 9 0 19 28 334 08:15 AM 8 108 0 116 0 0 0 0 0 200 4 204 8 0 33 41 361
08:30 AM 5 61 1 67 0 0 0 0 0 170 1 171 1 0 10 11 249
08:45 AM 4 76 0 80 0 0 0 0 0 187 3 190 4 0 11 15 285
Total Volume 39 360 1 400 0 0 0 0 0 712 22 734 22 0 73 95 1229 % App. Total 9.8 90 0.2 0 0 0 0 97 3 23.2 0 76.8
PHF .443 .783 .250 .730 .000 .000 .000 .000 .000 .890 .393 .900 .611 .000 .553 .579 .851
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 6 - FINAL
Site Code : 00000006
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
JANE LN
RENGSTORFF AVE
Right
39 Thru
360
Left
1 InOut Total
785 400 1185
Right
0 Thru
0 Left
0 OutTotal In
1 0 1
Left
22 Thru
712
Right
0 Out TotalIn
382 734 1116
Left
73 Thru
0 Right
22 TotalOut In
61 95 156
Peak Hour Begins at 08:00 AM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM
12:30 PM 4 107 0 111 0 0 0 0 0 117 3 120 3 0 6 9 240
12:45 PM 4 115 0 119 0 0 0 0 0 119 2 121 4 0 5 9 249
01:00 PM 2 107 0 109 0 0 0 0 0 146 4 150 1 0 4 5 264
01:15 PM 7 105 0 112 0 0 0 0 0 123 1 124 3 0 7 10 246
Total Volume 17 434 0 451 0 0 0 0 0 505 10 515 11 0 22 33 999 % App. Total 3.8 96.2 0 0 0 0 0 98.1 1.9 33.3 0 66.7 PHF .607 .943 .000 .947 .000 .000 .000 .000 .000 .865 .625 .858 .688 .000 .786 .825 .946
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 6 - FINAL
Site Code : 00000006
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
JANE LN
RENGSTORFF AVE
Right
17 Thru
434
Left
0 InOut Total
527 451 978
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
10 Thru
505
Right
0 Out TotalIn
445 515 960
Left
22 Thru
0 Right
11 TotalOut In
27 33 60
Peak Hour Begins at 12:30 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 7 223 0 230 0 0 0 0 0 129 0 129 4 0 10 14 373
03:45 PM 12 152 0 164 0 0 0 0 0 103 4 107 9 0 11 20 291 04:00 PM 15 154 0 169 0 0 0 0 0 106 4 110 7 0 18 25 304 04:15 PM 26 166 0 192 0 0 0 0 0 120 6 126 14 0 16 30 348 Total Volume 60 695 0 755 0 0 0 0 0 458 14 472 34 0 55 89 1316 % App. Total 7.9 92.1 0 0 0 0 0 97 3 38.2 0 61.8
PHF .577 .779 .000 .821 .000 .000 .000 .000 .000 .888 .583 .915 .607 .000 .764 .742 .882
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 6 - FINAL
Site Code : 00000006
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
JANE LN
RENGSTORFF AVE
Right
60 Thru
695
Left
0 InOut Total
513 755 1268
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
14 Thru
458
Right
0 Out TotalIn
729 472 1201
Left
55 Thru
0 Right
34 TotalOut In
74 89 163
Peak Hour Begins at 03:30 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 7 223 0 230 0 0 0 0 0 129 0 129 4 0 10 14 373
03:45 PM 12 152 0 164 0 0 0 0 0 103 4 107 9 0 11 20 291 04:00 PM 15 154 0 169 0 0 0 0 0 106 4 110 7 0 18 25 304 04:15 PM 26 166 0 192 0 0 0 0 0 120 6 126 14 0 16 30 348 Total Volume 60 695 0 755 0 0 0 0 0 458 14 472 34 0 55 89 1316 % App. Total 7.9 92.1 0 0 0 0 0 97 3 38.2 0 61.8
PHF .577 .779 .000 .821 .000 .000 .000 .000 .000 .888 .583 .915 .607 .000 .764 .742 .882
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 6 - FINAL
Site Code : 00000006
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
JANE LN
RENGSTORFF AVE
Right
60 Thru
695
Left
0 InOut Total
513 755 1268
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
14 Thru
458
Right
0 Out TotalIn
729 472 1201
Left
55 Thru
0 Right
34 TotalOut In
74 89 163
Peak Hour Begins at 03:30 PM
Vehicles
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 6 - FINAL
Site Code : 00000006
Start Date : 12/9/2025
Page No : 1
Groups Printed- Bikes
RENGSTORFF AVE
Southbound Westbound
RENGSTORFF AVE
Northbound
JANE LN
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 4
07:15 AM 0 4 0 0 4 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 6
07:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
07:45 AM 1 1 0 0 2 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 5
Total 1 9 0 0 10 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 16
08:00 AM 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 6
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 6
08:45 AM 3 0 0 0 3 0 0 0 0 0 0 11 0 0 11 0 0 0 0 0 14
Total 3 3 0 0 6 0 0 0 0 0 0 22 0 0 22 0 0 0 0 0 28
09:00 AM 1 2 0 0 3 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 4
09:15 AM 1 0 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3
09:30 AM 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 4
09:45 AM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3
Total 2 4 0 0 6 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 14
10:00 AM 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 4
10:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
10:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
10:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 2
Total 0 1 0 0 1 0 0 0 0 0 0 6 0 0 6 0 0 1 0 1 8
11:00 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
11:15 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
11:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 5
12:00 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
12:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2
12:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
12:45 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 4
Total 0 3 0 0 3 0 0 0 0 0 0 4 0 0 4 1 0 1 0 2 9
01:00 PM 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3
01:15 PM 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 4
01:30 PM 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 5
01:45 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 3
Total 0 2 0 0 2 0 0 0 0 0 0 12 0 0 12 1 0 0 0 1 15
02:00 PM 1 5 0 0 6 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 8
02:15 PM 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 4
02:30 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
02:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
Total 1 9 0 0 10 0 0 0 0 0 0 5 1 0 6 0 0 0 0 0 16
03:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 3
03:15 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
03:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
03:45 PM 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5
Total 0 6 0 0 6 0 0 0 0 0 0 3 0 0 3 0 0 2 0 2 11
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 6 - FINAL
Site Code : 00000006
Start Date : 12/9/2025
Page No : 2
Groups Printed- Bikes
RENGSTORFF AVE
Southbound Westbound
RENGSTORFF AVE
Northbound
JANE LN
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
04:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
04:45 PM 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 6
Total 0 4 0 0 4 0 0 0 0 0 0 5 0 0 5 0 0 1 0 1 10
05:00 PM 0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 1 0 0 0 1 9
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
05:30 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
05:45 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
Total 0 9 0 0 9 0 0 0 0 0 0 4 0 0 4 1 0 1 0 2 15
06:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
06:15 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
06:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2
06:45 PM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3
Total 0 9 0 0 9 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 11
Grand Total 7 60 0 0 67 0 0 0 0 0 0 80 1 0 81 3 0 7 0 10 158 Apprch % 10.4 89.6 0 0 0 0 0 0 0 98.8 1.2 0 30 0 70 0 Total % 4.4 38 0 0 42.4 0 0 0 0 0 0 50.6 0.6 0 51.3 1.9 0 4.4 0 6.3
RENGSTORFF AVE
Southbound Westbound
RENGSTORFF AVE
Northbound
JANE LN
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0 6
08:15 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
08:30 AM 0 0 0 0 0 0 0 0 0 6 0 6 0 0 0 0 6
08:45 AM 3 0 0 3 0 0 0 0 0 11 0 11 0 0 0 0 14
Total Volume 3 3 0 6 0 0 0 0 0 22 0 22 0 0 0 0 28
% App. Total 50 50 0 0 0 0 0 100 0 0 0 0
PHF .250 .250 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .500
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 6 - FINAL
Site Code : 00000006
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
JANE LN
RENGSTORFF AVE
Right
3 Thru
3 Left
0 InOut Total
22 6 28
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
22 Right
0 Out TotalIn
3 22 25
Left
0 Thru
0 Right
0 TotalOut In
3 0 3
Peak Hour Begins at 08:00 AM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:15 PM
01:15 PM 0 1 0 1 0 0 0 0 0 3 0 3 0 0 0 0 4
01:30 PM 0 1 0 1 0 0 0 0 0 4 0 4 0 0 0 0 5
01:45 PM 0 0 0 0 0 0 0 0 0 2 0 2 1 0 0 1 3
02:00 PM 1 5 0 6 0 0 0 0 0 1 1 2 0 0 0 0 8
Total Volume 1 7 0 8 0 0 0 0 0 10 1 11 1 0 0 1 20
% App. Total 12.5 87.5 0 0 0 0 0 90.9 9.1 100 0 0
PHF .250 .350 .000 .333 .000 .000 .000 .000 .000 .625 .250 .688 .250 .000 .000 .250 .625
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 6 - FINAL
Site Code : 00000006
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
JANE LN
RENGSTORFF AVE
Right
1 Thru
7 Left
0 InOut Total
10 8 18
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
1 Thru
10 Right
0 Out TotalIn
8 11 19
Left
0 Thru
0 Right
1 TotalOut In
2 1 3
Peak Hour Begins at 01:15 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0 6
05:00 PM 0 4 0 4 0 0 0 0 0 4 0 4 1 0 0 1 9
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
05:30 PM 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
Total Volume 0 9 0 9 0 0 0 0 0 7 0 7 1 0 1 2 18
% App. Total 0 100 0 0 0 0 0 100 0 50 0 50
PHF .000 .563 .000 .563 .000 .000 .000 .000 .000 .438 .000 .438 .250 .000 .250 .500 .500
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 6 - FINAL
Site Code : 00000006
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
JANE LN
RENGSTORFF AVE
Right
0 Thru
9 Left
0 InOut Total
8 9 17
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
7 Right
0 Out TotalIn
10 7 17
Left
1 Thru
0 Right
1 TotalOut In
0 2 2
Peak Hour Begins at 04:45 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0 6
08:15 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
08:30 AM 0 0 0 0 0 0 0 0 0 6 0 6 0 0 0 0 6
08:45 AM 3 0 0 3 0 0 0 0 0 11 0 11 0 0 0 0 14
Total Volume 3 3 0 6 0 0 0 0 0 22 0 22 0 0 0 0 28
% App. Total 50 50 0 0 0 0 0 100 0 0 0 0
PHF .250 .250 .000 .500 .000 .000 .000 .000 .000 .500 .000 .500 .000 .000 .000 .000 .500
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 6 - FINAL
Site Code : 00000006
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
JANE LN
RENGSTORFF AVE
Right
3 Thru
3 Left
0 InOut Total
22 6 28
Right
0 Thru
0 Left
0 OutTotal In
0 0 0
Left
0 Thru
22 Right
0 Out TotalIn
3 22 25
Left
0 Thru
0 Right
0 TotalOut In
3 0 3
Peak Hour Begins at 08:00 AM
Bikes
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 7 - FINAL
Site Code : 00000007
Start Date : 12/9/2025
Page No : 1
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
MONTECITO AVE
Westbound
RENGSTORFF AVE
Northbound
JEWELL PL
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 45 2 0 47 16 0 5 0 21 4 88 0 0 92 2 1 0 0 3 163 07:15 AM 1 54 2 0 57 6 0 11 1 18 10 86 1 1 98 1 1 1 0 3 176 07:30 AM 3 51 3 0 57 13 0 10 0 23 2 92 1 1 96 3 1 3 0 7 183 07:45 AM 3 77 3 1 84 12 2 24 2 40 6 140 4 5 155 2 3 2 1 8 287 Total 7 227 10 1 245 47 2 50 3 102 22 406 6 7 441 8 6 6 1 21 809 08:00 AM 2 107 7 0 116 30 5 34 2 71 18 140 4 3 165 4 5 3 0 12 364 08:15 AM 1 103 12 2 118 16 1 26 2 45 10 156 2 0 168 1 1 8 2 12 343 08:30 AM 2 58 5 1 66 18 2 14 3 37 9 146 3 0 158 1 0 4 0 5 266 08:45 AM 2 74 3 5 84 15 1 17 1 34 12 188 4 1 205 4 3 3 5 15 338 Total 7 342 27 8 384 79 9 91 8 187 49 630 13 4 696 10 9 18 7 44 1311 09:00 AM 1 59 2 1 63 12 1 14 2 29 6 166 4 1 177 5 0 3 0 8 277 09:15 AM 1 56 3 0 60 15 1 21 3 40 16 126 1 0 143 1 1 3 1 6 249 09:30 AM 0 66 5 5 76 15 0 10 1 26 22 169 1 1 193 1 2 3 3 9 304 09:45 AM 1 66 6 0 73 16 1 15 2 34 8 129 3 0 140 0 1 0 0 1 248 Total 3 247 16 6 272 58 3 60 8 129 52 590 9 2 653 7 4 9 4 24 1078 10:00 AM 2 57 2 2 63 8 1 8 2 19 6 136 3 0 145 4 2 3 1 10 237 10:15 AM 2 80 6 3 91 9 0 10 3 22 12 103 1 2 118 1 4 1 2 8 239 10:30 AM 1 52 6 4 63 9 2 10 1 22 7 106 1 1 115 1 1 1 1 4 204 10:45 AM 2 71 4 0 77 12 0 18 1 31 5 119 4 3 131 1 0 1 0 2 241 Total 7 260 18 9 294 38 3 46 7 94 30 464 9 6 509 7 7 6 4 24 921 11:00 AM 0 68 7 1 76 7 1 9 1 18 8 92 0 0 100 1 0 3 1 5 199 11:15 AM 1 82 6 0 89 13 0 7 0 20 8 97 1 1 107 1 0 0 0 1 217 11:30 AM 1 101 8 0 110 9 1 17 2 29 13 131 2 0 146 1 0 4 3 8 293 11:45 AM 1 92 12 0 105 10 2 12 2 26 11 106 2 2 121 1 0 2 2 5 257 Total 3 343 33 1 380 39 4 45 5 93 40 426 5 3 474 4 0 9 6 19 966 12:00 PM 1 108 7 0 116 10 1 11 2 24 12 100 0 3 115 0 2 0 0 2 257 12:15 PM 0 102 4 1 107 11 2 15 1 29 9 103 2 1 115 1 1 2 0 4 255 12:30 PM 1 103 8 5 117 9 0 12 2 23 9 105 2 0 116 2 0 0 5 7 263 12:45 PM 0 103 9 0 112 4 0 11 2 17 12 108 2 1 123 0 2 2 5 9 261 Total 2 416 28 6 452 34 3 49 7 93 42 416 6 5 469 3 5 4 10 22 1036 01:00 PM 2 103 7 4 116 7 2 10 6 25 8 134 1 1 144 0 0 1 1 2 287 01:15 PM 0 94 9 0 103 9 0 7 3 19 6 109 0 2 117 0 2 1 0 3 242 01:30 PM 1 95 8 0 104 6 0 4 1 11 11 105 4 3 123 1 1 0 1 3 241 01:45 PM 0 102 7 1 110 16 3 13 1 33 15 104 2 0 121 0 0 3 2 5 269 Total 3 394 31 5 433 38 5 34 11 88 40 452 7 6 505 1 3 5 4 13 1039 02:00 PM 1 93 14 1 109 9 0 11 2 22 13 102 1 0 116 1 0 1 4 6 253 02:15 PM 0 97 11 0 108 7 0 6 0 13 15 115 2 0 132 0 1 1 1 3 256 02:30 PM 0 100 9 0 109 9 2 5 0 16 14 115 0 1 130 1 2 2 1 6 261 02:45 PM 0 101 12 1 114 11 0 11 2 24 13 105 0 0 118 2 1 3 0 6 262 Total 1 391 46 2 440 36 2 33 4 75 55 437 3 1 496 4 4 7 6 21 1032 03:00 PM 1 121 9 3 134 12 2 17 0 31 11 114 1 1 127 1 2 4 2 9 301 03:15 PM 2 136 10 1 149 7 2 10 3 22 17 102 2 4 125 1 2 0 1 4 300 03:30 PM 2 168 25 2 197 5 2 21 2 30 18 105 5 4 132 3 3 2 0 8 367 03:45 PM 2 134 25 1 162 7 0 11 1 19 18 109 1 1 129 2 4 4 9 19 329 Total 7 559 69 7 642 31 6 59 6 102 64 430 9 10 513 7 11 10 12 40 1297
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 7 - FINAL
Site Code : 00000007
Start Date : 12/9/2025
Page No : 2
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
MONTECITO AVE
Westbound
RENGSTORFF AVE
Northbound
JEWELL PL
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 1 139 24 2 166 8 1 12 8 29 15 90 1 0 106 1 3 4 0 8 309 04:15 PM 6 135 24 0 165 7 1 13 2 23 17 117 4 9 147 0 3 1 3 7 342 04:30 PM 0 146 18 3 167 7 3 13 2 25 17 77 4 3 101 1 4 4 2 11 304 04:45 PM 3 99 27 6 135 12 3 10 1 26 16 117 1 1 135 2 5 0 1 8 304 Total 10 519 93 11 633 34 8 48 13 103 65 401 10 13 489 4 15 9 6 34 1259 05:00 PM 2 143 17 1 163 5 1 17 2 25 11 97 0 1 109 0 3 1 1 5 302 05:15 PM 3 115 46 2 166 8 3 7 0 18 14 81 4 0 99 0 7 3 2 12 295 05:30 PM 5 107 35 2 149 10 1 18 2 31 18 96 1 4 119 4 2 2 1 9 308 05:45 PM 1 125 36 2 164 9 4 10 4 27 17 56 3 0 76 2 3 3 1 9 276 Total 11 490 134 7 642 32 9 52 8 101 60 330 8 5 403 6 15 9 5 35 1181 06:00 PM 5 117 27 1 150 5 2 6 0 13 30 106 6 0 142 3 6 4 0 13 318 06:15 PM 2 114 31 1 148 9 2 7 2 20 24 83 4 4 115 2 4 0 0 6 289 06:30 PM 2 125 29 0 156 3 0 10 1 14 15 87 3 0 105 5 8 2 1 16 291 06:45 PM 2 112 16 3 133 5 1 11 0 17 22 96 1 5 124 1 4 0 3 8 282 Total 11 468 103 5 587 22 5 34 3 64 91 372 14 9 486 11 22 6 4 43 1180 Grand Total 72 4656 608 68 5404 488 59 601 83 1231 610 5354 99 71 6134 72 101 98 69 340 13109 Apprch % 1.3 86.2 11.3 1.3 39.6 4.8 48.8 6.7 9.9 87.3 1.6 1.2 21.2 29.7 28.8 20.3 Total % 0.5 35.5 4.6 0.5 41.2 3.7 0.5 4.6 0.6 9.4 4.7 40.8 0.8 0.5 46.8 0.5 0.8 0.7 0.5 2.6
RENGSTORFF AVE
Southbound
MONTECITO AVE
Westbound
RENGSTORFF AVE
Northbound
JEWELL PL
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 2 107 7 116 30 5 34 69 18 140 4 162 4 5 3 12 359 08:15 AM 1 103 12 116 16 1 26 43 10 156 2 168 1 1 8 10 337 08:30 AM 2 58 5 65 18 2 14 34 9 146 3 158 1 0 4 5 262
08:45 AM 2 74 3 79 15 1 17 33 12 188 4 204 4 3 3 10 326 Total Volume 7 342 27 376 79 9 91 179 49 630 13 692 10 9 18 37 1284 % App. Total 1.9 91 7.2 44.1 5 50.8 7.1 91 1.9 27 24.3 48.6 PHF .875 .799 .563 .810 .658 .450 .669 .649 .681 .838 .813 .848 .625 .450 .563 .771 .894
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 7 - FINAL
Site Code : 00000007
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
JEWELL PL
MONTECITO AVE
RENGSTORFF AVE
Right
7 Thru
342
Left
27 InOut Total
727 376 1103
Right
79 Thru
9 Left
91 OutTotal In
85 179 264
Left
13 Thru
630
Right
49 Out TotalIn
443 692 1135
Left
18 Thru
9 Right
10 TotalOut In
29 37 66
Peak Hour Begins at 08:00 AM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM
11:30 AM 1 101 8 110 9 1 17 27 13 131 2 146 1 0 4 5 288 11:45 AM 1 92 12 105 10 2 12 24 11 106 2 119 1 0 2 3 251 12:00 PM 1 108 7 116 10 1 11 22 12 100 0 112 0 2 0 2 252 12:15 PM 0 102 4 106 11 2 15 28 9 103 2 114 1 1 2 4 252 Total Volume 3 403 31 437 40 6 55 101 45 440 6 491 3 3 8 14 1043 % App. Total 0.7 92.2 7.1 39.6 5.9 54.5 9.2 89.6 1.2 21.4 21.4 57.1 PHF .750 .933 .646 .942 .909 .750 .809 .902 .865 .840 .750 .841 .750 .375 .500 .700 .905
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 7 - FINAL
Site Code : 00000007
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
JEWELL PL
MONTECITO AVE
RENGSTORFF AVE
Right
3 Thru
403
Left
31 InOut Total
488 437 925
Right
40 Thru
6 Left
55 OutTotal In
79 101 180
Left
6 Thru
440
Right
45 Out TotalIn
461 491 952
Left
8 Thru
3 Right
3 TotalOut In
15 14 29
Peak Hour Begins at 11:30 AM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 2 168 25 195 5 2 21 28 18 105 5 128 3 3 2 8 359 03:45 PM 2 134 25 161 7 0 11 18 18 109 1 128 2 4 4 10 317 04:00 PM 1 139 24 164 8 1 12 21 15 90 1 106 1 3 4 8 299 04:15 PM 6 135 24 165 7 1 13 21 17 117 4 138 0 3 1 4 328 Total Volume 11 576 98 685 27 4 57 88 68 421 11 500 6 13 11 30 1303 % App. Total 1.6 84.1 14.3 30.7 4.5 64.8 13.6 84.2 2.2 20 43.3 36.7 PHF .458 .857 .980 .878 .844 .500 .679 .786 .944 .900 .550 .906 .500 .813 .688 .750 .907
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 7 - FINAL
Site Code : 00000007
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
JEWELL PL
MONTECITO AVE
RENGSTORFF AVE
Right
11 Thru
576
Left
98 InOut Total
459 685 1144
Right
27 Thru
4 Left
57 OutTotal In
179 88 267
Left
11 Thru
421
Right
68 Out TotalIn
639 500 1139
Left
11 Thru
13 Right
6 TotalOut In
26 30 56
Peak Hour Begins at 03:30 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 2 168 25 195 5 2 21 28 18 105 5 128 3 3 2 8 359 03:45 PM 2 134 25 161 7 0 11 18 18 109 1 128 2 4 4 10 317 04:00 PM 1 139 24 164 8 1 12 21 15 90 1 106 1 3 4 8 299 04:15 PM 6 135 24 165 7 1 13 21 17 117 4 138 0 3 1 4 328 Total Volume 11 576 98 685 27 4 57 88 68 421 11 500 6 13 11 30 1303 % App. Total 1.6 84.1 14.3 30.7 4.5 64.8 13.6 84.2 2.2 20 43.3 36.7 PHF .458 .857 .980 .878 .844 .500 .679 .786 .944 .900 .550 .906 .500 .813 .688 .750 .907
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 7 - FINAL
Site Code : 00000007
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
JEWELL PL
MONTECITO AVE
RENGSTORFF AVE
Right
11 Thru
576
Left
98 InOut Total
459 685 1144
Right
27 Thru
4 Left
57 OutTotal In
179 88 267
Left
11 Thru
421
Right
68 Out TotalIn
639 500 1139
Left
11 Thru
13 Right
6 TotalOut In
26 30 56
Peak Hour Begins at 03:30 PM
Vehicles
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 7 - FINAL
Site Code : 00000007
Start Date : 12/9/2025
Page No : 1
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
MONTECITO AVE
Westbound
RENGSTORFF AVE
Northbound
JEWELL PL
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 3 0 0 3 0 0 1 0 1 0 3 0 0 3 1 1 0 0 2 9
07:15 AM 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 6
07:30 AM 0 1 0 0 1 0 1 2 0 3 0 0 0 0 0 0 0 0 0 0 4
07:45 AM 0 2 0 0 2 0 1 6 0 7 0 3 0 0 3 0 0 0 0 0 12
Total 0 9 0 0 9 0 2 9 0 11 0 9 0 0 9 1 1 0 0 2 31
08:00 AM 0 3 0 0 3 0 0 4 0 4 0 1 1 0 2 0 8 0 0 8 17
08:15 AM 0 0 0 0 0 1 1 2 0 4 1 1 0 0 2 0 0 0 0 0 6
08:30 AM 0 0 0 0 0 0 0 1 0 1 2 5 0 0 7 0 0 0 0 0 8
08:45 AM 0 0 0 0 0 0 1 1 0 2 0 2 0 0 2 0 2 0 0 2 6
Total 0 3 0 0 3 1 2 8 0 11 3 9 1 0 13 0 10 0 0 10 37
09:00 AM 0 1 0 0 1 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 3
09:15 AM 1 0 0 0 1 0 1 0 0 1 1 2 1 0 4 0 0 0 0 0 6
09:30 AM 0 1 0 0 1 0 0 1 0 1 1 3 0 0 4 0 0 0 0 0 6
09:45 AM 0 1 0 0 1 1 0 2 0 3 2 1 0 0 3 0 0 0 0 0 7
Total 1 3 0 0 4 1 2 3 0 6 5 6 1 0 12 0 0 0 0 0 22
10:00 AM 0 1 0 0 1 0 1 0 0 1 0 3 0 0 3 0 0 0 0 0 5
10:15 AM 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 1 1 0 0 2 6
10:30 AM 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 3
10:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 2 0 0 2 1 5 0 0 6 0 5 0 0 5 1 1 0 0 2 15
11:00 AM 0 0 0 0 0 1 1 0 0 2 0 1 0 0 1 0 0 0 0 0 3
11:15 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
11:30 AM 0 0 0 0 0 1 1 0 0 2 2 0 0 0 2 0 1 0 0 1 5
11:45 AM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 3
Total 0 2 0 0 2 2 3 0 0 5 2 2 0 0 4 0 2 0 0 2 13
12:00 PM 0 0 0 0 0 2 0 1 0 3 0 1 0 0 1 1 0 0 0 1 5
12:15 PM 0 1 0 0 1 1 1 0 0 2 0 0 0 0 0 0 1 0 0 1 4
12:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2
12:45 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3
Total 0 3 0 0 3 3 1 1 0 5 0 3 0 0 3 1 2 0 0 3 14
01:00 PM 0 0 0 0 0 1 1 0 0 2 0 2 0 0 2 0 0 0 0 0 4
01:15 PM 0 1 0 0 1 0 3 0 0 3 0 5 0 0 5 0 0 0 0 0 9
01:30 PM 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 5
01:45 PM 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 3
Total 1 2 0 0 3 1 4 0 0 5 0 12 0 0 12 0 1 0 0 1 21
02:00 PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4
02:15 PM 0 1 0 0 1 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 5
02:30 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 5
02:45 PM 0 2 2 0 4 0 1 1 0 2 0 2 0 0 2 0 0 0 0 0 8
Total 0 8 2 0 10 0 1 1 0 2 1 7 0 0 8 1 1 0 0 2 22
03:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
03:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
03:30 PM 0 0 0 0 0 0 3 1 0 4 0 3 0 0 3 0 0 0 0 0 7
03:45 PM 0 0 0 0 0 1 0 0 0 1 4 0 0 0 4 0 0 0 0 0 5
Total 0 2 0 0 2 1 3 1 0 5 4 3 0 0 7 0 0 0 0 0 14
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 7 - FINAL
Site Code : 00000007
Start Date : 12/9/2025
Page No : 2
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
MONTECITO AVE
Westbound
RENGSTORFF AVE
Northbound
JEWELL PL
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 1 4 0 0 5 1 0 0 0 1 0 1 0 0 1 7
04:15 PM 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2
04:30 PM 0 0 0 0 0 0 3 4 0 7 0 0 0 0 0 0 0 0 0 0 7
04:45 PM 0 4 0 0 4 0 0 1 0 1 1 3 0 0 4 1 1 0 0 2 11
Total 0 5 0 0 5 1 7 6 0 14 2 3 0 0 5 1 2 0 0 3 27
05:00 PM 0 4 0 0 4 0 1 1 0 2 0 3 0 0 3 2 0 0 0 2 11
05:15 PM 0 0 0 0 0 0 2 0 0 2 3 1 0 0 4 0 0 0 0 0 6
05:30 PM 0 4 0 0 4 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 6
05:45 PM 0 1 0 0 1 0 1 0 0 1 1 1 1 0 3 2 1 0 0 3 8
Total 0 9 0 0 9 0 5 1 0 6 4 5 1 0 10 4 2 0 0 6 31
06:00 PM 0 3 0 0 3 0 0 0 0 0 1 0 0 0 1 0 2 0 0 2 6
06:15 PM 0 4 0 0 4 0 0 0 0 0 5 0 0 0 5 1 0 0 0 1 10
06:30 PM 0 1 0 0 1 0 0 3 0 3 0 0 0 0 0 0 0 0 0 0 4
06:45 PM 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 4
Total 0 10 0 0 10 0 0 3 0 3 6 2 0 0 8 1 2 0 0 3 24
Grand Total 2 58 2 0 62 11 35 33 0 79 27 66 3 0 96 10 24 0 0 34 271 Apprch % 3.2 93.5 3.2 0 13.9 44.3 41.8 0 28.1 68.8 3.1 0 29.4 70.6 0 0 Total % 0.7 21.4 0.7 0 22.9 4.1 12.9 12.2 0 29.2 10 24.4 1.1 0 35.4 3.7 8.9 0 0 12.5
RENGSTORFF AVE
Southbound
MONTECITO AVE
Westbound
RENGSTORFF AVE
Northbound
JEWELL PL
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 2 0 2 0 1 6 7 0 3 0 3 0 0 0 0 12
08:00 AM 0 3 0 3 0 0 4 4 0 1 1 2 0 8 0 8 17
08:15 AM 0 0 0 0 1 1 2 4 1 1 0 2 0 0 0 0 6
08:30 AM 0 0 0 0 0 0 1 1 2 5 0 7 0 0 0 0 8
Total Volume 0 5 0 5 1 2 13 16 3 10 1 14 0 8 0 8 43
% App. Total 0 100 0 6.2 12.5 81.2 21.4 71.4 7.1 0 100 0 PHF .000 .417 .000 .417 .250 .500 .542 .571 .375 .500 .250 .500 .000 .250 .000 .250 .632
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 7 - FINAL
Site Code : 00000007
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
JEWELL PL
MONTECITO AVE
RENGSTORFF AVE
Right
0 Thru
5 Left
0 InOut Total
11 5 16
Right
1 Thru
2 Left
13 OutTotal In
11 16 27
Left
1 Thru
10 Right
3 Out TotalIn
18 14 32
Left
0 Thru
8 Right
0 TotalOut In
3 8 11
Peak Hour Begins at 07:45 AM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:00 PM
02:00 PM 0 2 0 2 0 0 0 0 0 2 0 2 0 0 0 0 4
02:15 PM 0 1 0 1 0 0 0 0 1 3 0 4 0 0 0 0 5
02:30 PM 0 3 0 3 0 0 0 0 0 0 0 0 1 1 0 2 5
02:45 PM 0 2 2 4 0 1 1 2 0 2 0 2 0 0 0 0 8
Total Volume 0 8 2 10 0 1 1 2 1 7 0 8 1 1 0 2 22
% App. Total 0 80 20 0 50 50 12.5 87.5 0 50 50 0
PHF .000 .667 .250 .625 .000 .250 .250 .250 .250 .583 .000 .500 .250 .250 .000 .250 .688
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 7 - FINAL
Site Code : 00000007
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
JEWELL PL
MONTECITO AVE
RENGSTORFF AVE
Right
0 Thru
8 Left
2 InOut Total
7 10 17
Right
0 Thru
1 Left
1 OutTotal In
4 2 6
Left
0 Thru
7 Right
1 Out TotalIn
10 8 18
Left
0 Thru
1 Right
1 TotalOut In
1 2 3
Peak Hour Begins at 02:00 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 3 4 7 0 0 0 0 0 0 0 0 7
04:45 PM 0 4 0 4 0 0 1 1 1 3 0 4 1 1 0 2 11
05:00 PM 0 4 0 4 0 1 1 2 0 3 0 3 2 0 0 2 11
05:15 PM 0 0 0 0 0 2 0 2 3 1 0 4 0 0 0 0 6
Total Volume 0 8 0 8 0 6 6 12 4 7 0 11 3 1 0 4 35
% App. Total 0 100 0 0 50 50 36.4 63.6 0 75 25 0
PHF .000 .500 .000 .500 .000 .500 .375 .429 .333 .583 .000 .688 .375 .250 .000 .500 .795
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 7 - FINAL
Site Code : 00000007
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
JEWELL PL
MONTECITO AVE
RENGSTORFF AVE
Right
0 Thru
8 Left
0 InOut Total
7 8 15
Right
0 Thru
6 Left
6 OutTotal In
5 12 17
Left
0 Thru
7 Right
4 Out TotalIn
17 11 28
Left
0 Thru
1 Right
3 TotalOut In
6 4 10
Peak Hour Begins at 04:30 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 2 0 2 0 1 6 7 0 3 0 3 0 0 0 0 12
08:00 AM 0 3 0 3 0 0 4 4 0 1 1 2 0 8 0 8 17
08:15 AM 0 0 0 0 1 1 2 4 1 1 0 2 0 0 0 0 6
08:30 AM 0 0 0 0 0 0 1 1 2 5 0 7 0 0 0 0 8
Total Volume 0 5 0 5 1 2 13 16 3 10 1 14 0 8 0 8 43
% App. Total 0 100 0 6.2 12.5 81.2 21.4 71.4 7.1 0 100 0 PHF .000 .417 .000 .417 .250 .500 .542 .571 .375 .500 .250 .500 .000 .250 .000 .250 .632
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 7 - FINAL
Site Code : 00000007
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
JEWELL PL
MONTECITO AVE
RENGSTORFF AVE
Right
0 Thru
5 Left
0 InOut Total
11 5 16
Right
1 Thru
2 Left
13 OutTotal In
11 16 27
Left
1 Thru
10 Right
3 Out TotalIn
18 14 32
Left
0 Thru
8 Right
0 TotalOut In
3 8 11
Peak Hour Begins at 07:45 AM
Bikes
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 8 - FINAL
Site Code : 00000008
Start Date : 12/9/2025
Page No : 1
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
CENTRAL EXPY
Westbound
RENGSTORFF AVE
Northbound
CENTRAL EXPY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 12 36 9 1 58 13 183 19 5 220 18 73 22 0 113 5 32 8 2 47 438 07:15 AM 10 37 2 1 50 14 274 18 9 315 12 58 17 0 87 9 48 10 4 71 523 07:30 AM 18 40 1 0 59 17 281 21 2 321 20 78 45 0 143 12 66 3 5 86 609 07:45 AM 15 59 6 0 80 42 311 21 4 378 22 93 40 0 155 15 129 18 4 166 779 Total 55 172 18 2 247 86 1049 79 20 1234 72 302 124 0 498 41 275 39 15 370 2349 08:00 AM 30 88 8 0 126 41 312 32 10 395 17 121 37 0 175 18 102 18 11 149 845 08:15 AM 25 91 6 0 122 28 289 35 6 358 38 99 38 0 175 18 143 17 6 184 839 08:30 AM 15 52 10 3 80 23 323 23 8 377 27 106 26 0 159 10 161 21 5 197 813 08:45 AM 25 47 10 2 84 34 241 30 7 312 37 159 26 0 222 13 142 26 5 186 804 Total 95 278 34 5 412 126 1165 120 31 1442 119 485 127 0 731 59 548 82 27 716 3301 09:00 AM 25 44 8 1 78 41 267 34 11 353 38 117 15 0 170 20 157 13 2 192 793 09:15 AM 19 43 5 1 68 28 251 30 9 318 33 96 24 0 153 12 112 9 5 138 677 09:30 AM 14 45 10 2 71 32 246 37 7 322 40 131 17 0 188 15 101 24 2 142 723 09:45 AM 13 64 7 1 85 27 282 36 5 350 24 99 25 0 148 18 120 10 5 153 736 Total 71 196 30 5 302 128 1046 137 32 1343 135 443 81 0 659 65 490 56 14 625 2929 10:00 AM 18 41 4 1 64 25 216 26 10 277 37 107 23 0 167 21 81 13 3 118 626 10:15 AM 17 63 10 0 90 21 197 25 4 247 22 76 23 0 121 28 112 13 1 154 612 10:30 AM 12 41 6 1 60 13 216 32 4 265 26 70 26 0 122 7 98 18 0 123 570 10:45 AM 16 55 5 2 78 22 196 26 1 245 32 100 25 0 157 20 106 9 1 136 616 Total 63 200 25 4 292 81 825 109 19 1034 117 353 97 0 567 76 397 53 5 531 2424 11:00 AM 15 52 7 4 78 16 198 47 1 262 24 62 23 0 109 20 113 16 4 153 602 11:15 AM 17 65 9 0 91 13 146 26 13 198 30 104 17 0 151 22 96 17 4 139 579 11:30 AM 23 77 10 1 111 12 162 38 4 216 20 93 17 0 130 27 131 23 1 182 639 11:45 AM 10 86 10 0 106 26 159 38 2 225 26 73 13 1 113 23 125 25 4 177 621 Total 65 280 36 5 386 67 665 149 20 901 100 332 70 1 503 92 465 81 13 651 2441 12:00 PM 15 75 12 0 102 15 164 64 5 248 29 85 25 1 140 19 104 14 5 142 632 12:15 PM 24 82 6 2 114 21 128 31 3 183 30 76 32 0 138 43 108 17 0 168 603 12:30 PM 11 80 9 0 100 19 137 48 5 209 35 84 30 0 149 14 105 15 5 139 597 12:45 PM 12 100 15 1 128 10 147 40 9 206 31 88 21 0 140 22 101 17 5 145 619 Total 62 337 42 3 444 65 576 183 22 846 125 333 108 1 567 98 418 63 15 594 2451 01:00 PM 8 66 14 2 90 22 139 36 3 200 46 101 19 0 166 19 121 22 3 165 621 01:15 PM 15 81 19 0 115 20 142 37 7 206 39 84 27 0 150 16 121 17 3 157 628 01:30 PM 13 82 11 2 108 14 159 27 6 206 31 92 26 0 149 20 149 16 4 189 652 01:45 PM 15 82 8 2 107 20 185 32 4 241 53 80 32 0 165 18 152 19 6 195 708 Total 51 311 52 6 420 76 625 132 20 853 169 357 104 0 630 73 543 74 16 706 2609 02:00 PM 4 91 5 2 102 13 154 44 6 217 38 83 30 1 152 9 143 20 5 177 648 02:15 PM 10 65 11 1 87 18 169 41 6 234 36 76 26 0 138 24 194 23 6 247 706 02:30 PM 12 87 11 0 110 19 150 38 2 209 44 100 19 0 163 24 175 17 5 221 703 02:45 PM 14 92 12 1 119 20 204 48 2 274 32 87 31 0 150 14 233 18 5 270 813 Total 40 335 39 4 418 70 677 171 16 934 150 346 106 1 603 71 745 78 21 915 2870 03:00 PM 21 81 9 1 112 24 236 34 1 295 43 91 15 0 149 18 265 18 5 306 862 03:15 PM 16 93 10 0 119 30 204 52 6 292 49 94 21 0 164 23 192 15 9 239 814 03:30 PM 13 97 23 3 136 27 278 56 6 367 48 71 33 0 152 22 269 13 6 310 965 03:45 PM 15 116 35 0 166 19 261 49 11 340 47 109 22 0 178 17 253 8 8 286 970 Total 65 387 77 4 533 100 979 191 24 1294 187 365 91 0 643 80 979 54 28 1141 3611
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 8 - FINAL
Site Code : 00000008
Start Date : 12/9/2025
Page No : 2
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
CENTRAL EXPY
Westbound
RENGSTORFF AVE
Northbound
CENTRAL EXPY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 4 88 11 2 105 27 273 45 2 347 24 51 23 0 98 28 260 7 2 297 847 04:15 PM 22 121 23 1 167 35 252 42 5 334 46 98 24 0 168 19 231 9 3 262 931 04:30 PM 14 105 18 0 137 33 342 50 5 430 49 59 18 0 126 10 183 8 5 206 899 04:45 PM 9 84 5 3 101 24 317 63 3 407 40 93 24 1 158 14 240 12 5 271 937 Total 49 398 57 6 510 119 1184 200 15 1518 159 301 89 1 550 71 914 36 15 1036 3614 05:00 PM 8 106 26 4 144 23 294 29 6 352 51 80 34 0 165 24 230 12 8 274 935 05:15 PM 13 91 34 1 139 25 315 46 1 387 57 74 31 0 162 24 229 11 6 270 958 05:30 PM 13 66 12 1 92 35 346 41 3 425 45 76 20 0 141 16 305 19 1 341 999 05:45 PM 4 45 7 3 59 20 320 32 6 378 15 35 8 1 59 14 279 19 7 319 815 Total 38 308 79 9 434 103 1275 148 16 1542 168 265 93 1 527 78 1043 61 22 1204 3707 06:00 PM 8 86 13 3 110 29 283 68 3 383 41 81 29 0 151 21 225 16 4 266 910 06:15 PM 8 97 28 1 134 23 314 47 9 393 42 81 14 0 137 21 203 17 6 247 911 06:30 PM 9 75 21 2 107 24 257 44 3 328 52 70 19 0 141 23 226 21 5 275 851 06:45 PM 14 84 19 0 117 29 212 45 3 289 52 78 26 0 156 24 195 24 6 249 811 Total 39 342 81 6 468 105 1066 204 18 1393 187 310 88 0 585 89 849 78 21 1037 3483 Grand Total 693 3544 570 59 4866 1126 11132 1823 253 14334 1688 4192 1178 5 7063 893 7666 755 212 9526 35789 Apprch % 14.2 72.8 11.7 1.2 7.9 77.7 12.7 1.8 23.9 59.4 16.7 0.1 9.4 80.5 7.9 2.2 Total % 1.9 9.9 1.6 0.2 13.6 3.1 31.1 5.1 0.7 40.1 4.7 11.7 3.3 0 19.7 2.5 21.4 2.1 0.6 26.6
RENGSTORFF AVE
Southbound
CENTRAL EXPY
Westbound
RENGSTORFF AVE
Northbound
CENTRAL EXPY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 30 88 8 126 41 312 32 385 17 121 37 175 18 102 18 138 824 08:15 AM 25 91 6 122 28 289 35 352 38 99 38 175 18 143 17 178 827 08:30 AM 15 52 10 77 23 323 23 369 27 106 26 159 10 161 21 192 797 08:45 AM 25 47 10 82 34 241 30 305 37 159 26 222 13 142 26 181 790 Total Volume 95 278 34 407 126 1165 120 1411 119 485 127 731 59 548 82 689 3238 % App. Total 23.3 68.3 8.4 8.9 82.6 8.5 16.3 66.3 17.4 8.6 79.5 11.9 PHF .792 .764 .850 .808 .768 .902 .857 .916 .783 .763 .836 .823 .819 .851 .788 .897 .979
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 8 - FINAL
Site Code : 00000008
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
CENTRAL EXPY
CENTRAL EXPY
RENGSTORFF AVE
Right
95 Thru
278
Left
34 InOut Total
693 407 1100
Right
126
Thru
1165
Left
120
OutTotal In
701 1411 2112
Left
127
Thru
485
Right
119
Out TotalIn
457 731 1188
Left
82 Thru
548
Right
59 TotalOut In
1387 689 2076
Peak Hour Begins at 08:00 AM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:00 PM
02:00 PM 4 91 5 100 13 154 44 211 38 83 30 151 9 143 20 172 634 02:15 PM 10 65 11 86 18 169 41 228 36 76 26 138 24 194 23 241 693 02:30 PM 12 87 11 110 19 150 38 207 44 100 19 163 24 175 17 216 696 02:45 PM 14 92 12 118 20 204 48 272 32 87 31 150 14 233 18 265 805 Total Volume 40 335 39 414 70 677 171 918 150 346 106 602 71 745 78 894 2828 % App. Total 9.7 80.9 9.4 7.6 73.7 18.6 24.9 57.5 17.6 7.9 83.3 8.7 PHF .714 .910 .813 .877 .875 .830 .891 .844 .852 .865 .855 .923 .740 .799 .848 .843 .878
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 8 - FINAL
Site Code : 00000008
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
CENTRAL EXPY
CENTRAL EXPY
RENGSTORFF AVE
Right
40 Thru
335
Left
39 InOut Total
494 414 908
Right
70 Thru
677
Left
171
OutTotal In
934 918 1852
Left
106
Thru
346
Right
150
Out TotalIn
577 602 1179
Left
78 Thru
745
Right
71 TotalOut In
823 894 1717
Peak Hour Begins at 02:00 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 9 84 5 98 24 317 63 404 40 93 24 157 14 240 12 266 925 05:00 PM 8 106 26 140 23 294 29 346 51 80 34 165 24 230 12 266 917 05:15 PM 13 91 34 138 25 315 46 386 57 74 31 162 24 229 11 264 950 05:30 PM 13 66 12 91 35 346 41 422 45 76 20 141 16 305 19 340 994 Total Volume 43 347 77 467 107 1272 179 1558 193 323 109 625 78 1004 54 1136 3786 % App. Total 9.2 74.3 16.5 6.9 81.6 11.5 30.9 51.7 17.4 6.9 88.4 4.8 PHF .827 .818 .566 .834 .764 .919 .710 .923 .846 .868 .801 .947 .813 .823 .711 .835 .952
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 8 - FINAL
Site Code : 00000008
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
CENTRAL EXPY
CENTRAL EXPY
RENGSTORFF AVE
Right
43 Thru
347
Left
77 InOut Total
484 467 951
Right
107
Thru
1272
Left
179
OutTotal In
1274 1558 2832
Left
109
Thru
323
Right
193
Out TotalIn
604 625 1229
Left
54 Thru
1004
Right
78 TotalOut In
1424 1136 2560
Peak Hour Begins at 04:45 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 9 84 5 98 24 317 63 404 40 93 24 157 14 240 12 266 925 05:00 PM 8 106 26 140 23 294 29 346 51 80 34 165 24 230 12 266 917 05:15 PM 13 91 34 138 25 315 46 386 57 74 31 162 24 229 11 264 950 05:30 PM 13 66 12 91 35 346 41 422 45 76 20 141 16 305 19 340 994 Total Volume 43 347 77 467 107 1272 179 1558 193 323 109 625 78 1004 54 1136 3786 % App. Total 9.2 74.3 16.5 6.9 81.6 11.5 30.9 51.7 17.4 6.9 88.4 4.8 PHF .827 .818 .566 .834 .764 .919 .710 .923 .846 .868 .801 .947 .813 .823 .711 .835 .952
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 8 - FINAL
Site Code : 00000008
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
CENTRAL EXPY
CENTRAL EXPY
RENGSTORFF AVE
Right
43 Thru
347
Left
77 InOut Total
484 467 951
Right
107
Thru
1272
Left
179
OutTotal In
1274 1558 2832
Left
109
Thru
323
Right
193
Out TotalIn
604 625 1229
Left
54 Thru
1004
Right
78 TotalOut In
1424 1136 2560
Peak Hour Begins at 04:45 PM
Vehicles
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 8 - FINAL
Site Code : 00000008
Start Date : 12/9/2025
Page No : 1
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
CENTRAL EXPY
Westbound
RENGSTORFF AVE
Northbound
CENTRAL EXPY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
07:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2
07:45 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
Total 0 1 0 0 1 0 0 0 0 0 0 5 0 0 5 0 1 0 0 1 7
08:00 AM 0 1 0 0 1 0 2 0 0 2 0 2 0 0 2 1 0 0 0 1 6
08:15 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 3
08:30 AM 0 1 0 0 1 0 0 0 0 0 0 3 1 0 4 0 1 0 0 1 6
08:45 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 3 0 0 3 4
Total 0 2 0 0 2 0 2 0 0 2 0 8 1 0 9 1 5 0 0 6 19
09:00 AM 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 0 1 0 0 1 4
09:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
09:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
09:45 AM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 3
Total 0 1 0 0 1 0 0 0 0 0 0 4 1 0 5 1 2 0 0 3 9
10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
Total 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2
11:00 AM 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 2
11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
Total 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 2 0 0 2 4
12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1
12:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 2
01:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
01:15 PM 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 2
01:30 PM 0 0 1 0 1 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 3
01:45 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
Total 0 0 1 0 1 0 2 0 0 2 0 4 0 0 4 0 0 0 0 0 7
02:00 PM 0 0 0 0 0 1 1 0 0 2 1 1 1 0 3 0 0 0 0 0 5
02:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 1 1 0 0 2 1 2 1 0 4 0 0 0 0 0 6
03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:45 PM 0 1 0 0 1 0 0 0 0 0 0 11 1 0 12 0 0 0 0 0 13
Total 0 1 0 0 1 0 0 0 0 0 0 12 1 0 13 0 0 0 0 0 14
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 8 - FINAL
Site Code : 00000008
Start Date : 12/9/2025
Page No : 2
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
CENTRAL EXPY
Westbound
RENGSTORFF AVE
Northbound
CENTRAL EXPY
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 1 1 0 0 2 0 3 0 0 3 0 0 0 0 0 5
04:15 PM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 4
04:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
04:45 PM 0 0 0 0 0 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 3
Total 0 1 0 0 1 1 1 1 0 3 0 7 0 0 7 0 1 0 0 1 12
05:00 PM 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 2
05:15 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 3
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 1 0 0 1 5
Total 0 0 0 0 0 0 0 1 0 1 0 8 0 0 8 1 1 0 0 2 11
06:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
06:15 PM 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 1 1 0 0 2 6
06:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
06:45 PM 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 3
Total 0 4 0 0 4 0 2 0 0 2 0 3 0 0 3 1 1 0 0 2 11
Grand Total 0 11 1 0 12 2 9 2 0 13 1 55 4 0 60 5 14 0 0 19 104 Apprch % 0 91.7 8.3 0 15.4 69.2 15.4 0 1.7 91.7 6.7 0 26.3 73.7 0 0 Total % 0 10.6 1 0 11.5 1.9 8.7 1.9 0 12.5 1 52.9 3.8 0 57.7 4.8 13.5 0 0 18.3
RENGSTORFF AVE
Southbound
CENTRAL EXPY
Westbound
RENGSTORFF AVE
Northbound
CENTRAL EXPY
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 1 0 1 0 2 0 2 0 2 0 2 1 0 0 1 6
08:15 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 1 0 1 3
08:30 AM 0 1 0 1 0 0 0 0 0 3 1 4 0 1 0 1 6
08:45 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 3 0 3 4
Total Volume 0 2 0 2 0 2 0 2 0 8 1 9 1 5 0 6 19
% App. Total 0 100 0 0 100 0 0 88.9 11.1 16.7 83.3 0 PHF .000 .500 .000 .500 .000 .250 .000 .250 .000 .667 .250 .563 .250 .417 .000 .500 .792
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 8 - FINAL
Site Code : 00000008
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
CENTRAL EXPY
CENTRAL EXPY
RENGSTORFF AVE
Right
0 Thru
2 Left
0 InOut Total
8 2 10
Right
0 Thru
2 Left
0 OutTotal In
5 2 7
Left
1 Thru
8 Right
0 Out TotalIn
3 9 12
Left
0 Thru
5 Right
1 TotalOut In
3 6 9
Peak Hour Begins at 08:00 AM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:15 PM
01:15 PM 0 0 0 0 0 1 0 1 0 1 0 1 0 0 0 0 2
01:30 PM 0 0 1 1 0 1 0 1 0 1 0 1 0 0 0 0 3
01:45 PM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 1
02:00 PM 0 0 0 0 1 1 0 2 1 1 1 3 0 0 0 0 5
Total Volume 0 0 1 1 1 3 0 4 1 4 1 6 0 0 0 0 11
% App. Total 0 0 100 25 75 0 16.7 66.7 16.7 0 0 0
PHF .000 .000 .250 .250 .250 .750 .000 .500 .250 1.00 .250 .500 .000 .000 .000 .000 .550
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 8 - FINAL
Site Code : 00000008
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
CENTRAL EXPY
CENTRAL EXPY
RENGSTORFF AVE
Right
0 Thru
0 Left
1 InOut Total
5 1 6
Right
1 Thru
3 Left
0 OutTotal In
2 4 6
Left
1 Thru
4 Right
1 Out TotalIn
0 6 6
Left
0 Thru
0 Right
0 TotalOut In
4 0 4
Peak Hour Begins at 01:15 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:45 PM 0 1 0 1 0 0 0 0 0 11 1 12 0 0 0 0 13
04:00 PM 0 0 0 0 1 1 0 2 0 3 0 3 0 0 0 0 5
04:15 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 1 0 1 4
Total Volume 0 2 0 2 1 1 0 2 0 16 1 17 0 1 0 1 22
% App. Total 0 100 0 50 50 0 0 94.1 5.9 0 100 0
PHF .000 .500 .000 .500 .250 .250 .000 .250 .000 .364 .250 .354 .000 .250 .000 .250 .423
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 8 - FINAL
Site Code : 00000008
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
CENTRAL EXPY
CENTRAL EXPY
RENGSTORFF AVE
Right
0 Thru
2 Left
0 InOut Total
17 2 19
Right
1 Thru
1 Left
0 OutTotal In
1 2 3
Left
1 Thru
16 Right
0 Out TotalIn
2 17 19
Left
0 Thru
1 Right
0 TotalOut In
2 1 3
Peak Hour Begins at 03:30 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:45 PM 0 1 0 1 0 0 0 0 0 11 1 12 0 0 0 0 13
04:00 PM 0 0 0 0 1 1 0 2 0 3 0 3 0 0 0 0 5
04:15 PM 0 1 0 1 0 0 0 0 0 2 0 2 0 1 0 1 4
Total Volume 0 2 0 2 1 1 0 2 0 16 1 17 0 1 0 1 22
% App. Total 0 100 0 50 50 0 0 94.1 5.9 0 100 0
PHF .000 .500 .000 .500 .250 .250 .000 .250 .000 .364 .250 .354 .000 .250 .000 .250 .423
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 8 - FINAL
Site Code : 00000008
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
CENTRAL EXPY
CENTRAL EXPY
RENGSTORFF AVE
Right
0 Thru
2 Left
0 InOut Total
17 2 19
Right
1 Thru
1 Left
0 OutTotal In
1 2 3
Left
1 Thru
16 Right
0 Out TotalIn
2 17 19
Left
0 Thru
1 Right
0 TotalOut In
2 1 3
Peak Hour Begins at 03:30 PM
Bikes
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 9 - FINAL
Site Code : 00000009
Start Date : 12/9/2025
Page No : 1
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
DRIVEWAY
Westbound
RENGSTORFF AVE
Northbound
STANFORD AVE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 1 56 1 2 60 0 0 0 2 2 0 90 2 1 93 4 0 5 0 9 164 07:15 AM 0 57 2 3 62 1 0 1 3 5 0 77 0 2 79 3 0 9 3 15 161 07:30 AM 2 68 0 3 73 0 0 0 0 0 1 104 0 2 107 4 1 5 4 14 194 07:45 AM 1 104 5 3 113 6 0 1 1 8 0 119 1 3 123 4 1 14 3 22 266 Total 4 285 8 11 308 7 0 2 6 15 1 390 3 8 402 15 2 33 10 60 785 08:00 AM 0 131 3 1 135 1 0 1 2 4 1 132 1 0 134 7 0 13 1 21 294 08:15 AM 3 130 5 3 141 3 0 0 4 7 4 136 1 5 146 6 0 14 4 24 318 08:30 AM 1 82 7 6 96 5 0 3 4 12 2 130 3 5 140 7 1 8 10 26 274 08:45 AM 4 83 8 2 97 7 0 1 1 9 5 145 7 4 161 6 0 3 0 9 276 Total 8 426 23 12 469 16 0 5 11 32 12 543 12 14 581 26 1 38 15 80 1162 09:00 AM 1 84 10 0 95 9 0 2 0 11 6 113 1 0 120 6 0 8 1 15 241 09:15 AM 2 77 7 5 91 5 0 3 2 10 5 140 0 1 146 0 0 13 1 14 261 09:30 AM 1 91 5 1 98 3 0 2 1 6 4 130 2 4 140 0 0 5 1 6 250 09:45 AM 1 112 4 1 118 2 0 1 1 4 3 105 3 2 113 2 0 11 3 16 251 Total 5 364 26 7 402 19 0 8 4 31 18 488 6 7 519 8 0 37 6 51 1003 10:00 AM 0 89 6 4 99 3 0 5 3 11 4 123 1 0 128 1 0 5 2 8 246 10:15 AM 0 103 6 1 110 0 0 1 4 5 3 101 1 1 106 1 0 5 1 7 228 10:30 AM 1 72 3 0 76 5 0 5 4 14 9 122 1 0 132 1 0 2 1 4 226 10:45 AM 1 84 15 2 102 3 0 6 0 9 21 113 3 2 139 2 0 9 1 12 262 Total 2 348 30 7 387 11 0 17 11 39 37 459 6 3 505 5 0 21 5 31 962 11:00 AM 5 93 8 4 110 4 2 1 3 10 8 103 2 0 113 1 0 6 2 9 242 11:15 AM 4 109 11 10 134 3 0 1 0 4 7 108 3 1 119 3 0 5 2 10 267 11:30 AM 2 121 14 2 139 9 0 5 1 15 4 111 3 2 120 0 0 6 1 7 281 11:45 AM 4 128 8 0 140 4 0 3 1 8 4 103 1 1 109 2 0 7 4 13 270 Total 15 451 41 16 523 20 2 10 5 37 23 425 9 4 461 6 0 24 9 39 1060 12:00 PM 3 138 5 1 147 6 0 6 2 14 13 109 0 4 126 2 0 7 6 15 302 12:15 PM 3 156 9 2 170 5 0 2 2 9 4 107 3 0 114 1 0 7 0 8 301 12:30 PM 2 125 8 0 135 12 0 4 1 17 3 122 2 4 131 2 0 9 3 14 297 12:45 PM 2 137 7 5 151 9 1 12 1 23 5 97 2 0 104 3 0 12 6 21 299 Total 10 556 29 8 603 32 1 24 6 63 25 435 7 8 475 8 0 35 15 58 1199 01:00 PM 3 115 8 1 127 11 0 8 2 21 4 134 4 0 142 1 0 15 4 20 310 01:15 PM 0 120 5 17 142 18 0 22 2 42 3 124 5 0 132 8 0 8 2 18 334 01:30 PM 2 117 0 5 124 9 0 8 3 20 4 111 4 2 121 2 0 10 1 13 278 01:45 PM 2 119 6 6 133 11 0 6 1 18 1 127 4 0 132 3 0 7 1 11 294 Total 7 471 19 29 526 49 0 44 8 101 12 496 17 2 527 14 0 40 8 62 1216 02:00 PM 2 137 0 2 141 5 0 8 2 15 2 133 2 2 139 6 0 11 4 21 316 02:15 PM 2 114 8 4 128 9 0 3 2 14 5 110 4 1 120 4 0 5 4 13 275 02:30 PM 0 143 3 3 149 4 0 2 6 12 2 120 7 3 132 2 0 4 1 7 300 02:45 PM 3 148 1 0 152 11 0 6 2 19 3 107 2 0 112 5 0 6 2 13 296 Total 7 542 12 9 570 29 0 19 12 60 12 470 15 6 503 17 0 26 11 54 1187 03:00 PM 1 127 1 3 132 2 0 0 0 2 5 139 2 3 149 2 0 12 4 18 301 03:15 PM 5 154 9 0 168 5 0 5 0 10 3 130 4 2 139 2 0 8 0 10 327 03:30 PM 2 152 6 6 166 3 0 4 5 12 8 151 5 4 168 3 0 6 4 13 359 03:45 PM 8 166 6 1 181 5 0 2 6 13 7 126 1 6 140 4 0 1 4 9 343 Total 16 599 22 10 647 15 0 11 11 37 23 546 12 15 596 11 0 27 12 50 1330
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 9 - FINAL
Site Code : 00000009
Start Date : 12/9/2025
Page No : 2
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
DRIVEWAY
Westbound
RENGSTORFF AVE
Northbound
STANFORD AVE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 3 139 4 4 150 6 0 6 1 13 4 101 6 2 113 4 0 5 1 10 286 04:15 PM 1 176 9 3 189 3 1 2 3 9 5 137 4 2 148 9 0 14 3 26 372 04:30 PM 0 140 6 2 148 9 0 7 3 19 6 92 4 3 105 2 1 10 2 15 287 04:45 PM 2 157 4 3 166 6 1 3 5 15 3 118 3 2 126 3 1 10 6 20 327 Total 6 612 23 12 653 24 2 18 12 56 18 448 17 9 492 18 2 39 12 71 1272 05:00 PM 2 147 6 4 159 9 0 6 2 17 3 135 4 3 145 3 0 7 7 17 338 05:15 PM 1 138 4 5 148 5 2 7 3 17 4 112 5 1 122 6 0 2 5 13 300 05:30 PM 1 131 3 3 138 5 0 3 4 12 9 114 5 2 130 5 1 2 2 10 290 05:45 PM 4 100 0 1 105 3 0 5 0 8 4 80 2 3 89 4 1 4 3 12 214 Total 8 516 13 13 550 22 2 21 9 54 20 441 16 9 486 18 2 15 17 52 1142 06:00 PM 2 124 5 4 135 4 1 1 5 11 6 114 4 0 124 2 1 5 0 8 278 06:15 PM 5 183 4 3 195 10 0 1 2 13 8 105 6 2 121 3 0 8 2 13 342 06:30 PM 1 128 4 1 134 4 0 0 1 5 2 130 3 2 137 3 0 3 4 10 286 06:45 PM 2 156 6 0 164 3 0 5 3 11 6 99 6 1 112 4 0 4 2 10 297 Total 10 591 19 8 628 21 1 7 11 40 22 448 19 5 494 12 1 20 8 41 1203 Grand Total 98 5761 265 142 6266 265 8 186 106 565 223 5589 139 90 6041 158 8 355 128 649 13521 Apprch % 1.6 91.9 4.2 2.3 46.9 1.4 32.9 18.8 3.7 92.5 2.3 1.5 24.3 1.2 54.7 19.7 Total % 0.7 42.6 2 1.1 46.3 2 0.1 1.4 0.8 4.2 1.6 41.3 1 0.7 44.7 1.2 0.1 2.6 0.9 4.8
RENGSTORFF AVE
Southbound
DRIVEWAY
Westbound
RENGSTORFF AVE
Northbound
STANFORD AVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 0 131 3 134 1 0 1 2 1 132 1 134 7 0 13 20 290
08:15 AM 3 130 5 138 3 0 0 3 4 136 1 141 6 0 14 20 302
08:30 AM 1 82 7 90 5 0 3 8 2 130 3 135 7 1 8 16 249
08:45 AM 4 83 8 95 7 0 1 8 5 145 7 157 6 0 3 9 269
Total Volume 8 426 23 457 16 0 5 21 12 543 12 567 26 1 38 65 1110 % App. Total 1.8 93.2 5 76.2 0 23.8 2.1 95.8 2.1 40 1.5 58.5 PHF .500 .813 .719 .828 .571 .000 .417 .656 .600 .936 .429 .903 .929 .250 .679 .813 .919
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 9 - FINAL
Site Code : 00000009
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
STANFORD AVE
DRIVEWAY
RENGSTORFF AVE
Right
8 Thru
426
Left
23 InOut Total
597 457 1054
Right
16 Thru
0 Left
5 OutTotal In
36 21 57
Left
12 Thru
543
Right
12 Out TotalIn
457 567 1024
Left
38 Thru
1 Right
26 TotalOut In
20 65 85
Peak Hour Begins at 08:00 AM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:30 PM
12:30 PM 2 125 8 135 12 0 4 16 3 122 2 127 2 0 9 11 289 12:45 PM 2 137 7 146 9 1 12 22 5 97 2 104 3 0 12 15 287 01:00 PM 3 115 8 126 11 0 8 19 4 134 4 142 1 0 15 16 303 01:15 PM 0 120 5 125 18 0 22 40 3 124 5 132 8 0 8 16 313 Total Volume 7 497 28 532 50 1 46 97 15 477 13 505 14 0 44 58 1192 % App. Total 1.3 93.4 5.3 51.5 1 47.4 3 94.5 2.6 24.1 0 75.9 PHF .583 .907 .875 .911 .694 .250 .523 .606 .750 .890 .650 .889 .438 .000 .733 .906 .952
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 9 - FINAL
Site Code : 00000009
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
STANFORD AVE
DRIVEWAY
RENGSTORFF AVE
Right
7 Thru
497
Left
28 InOut Total
571 532 1103
Right
50 Thru
1 Left
46 OutTotal In
43 97 140
Left
13 Thru
477
Right
15 Out TotalIn
557 505 1062
Left
44 Thru
0 Right
14 TotalOut In
21 58 79
Peak Hour Begins at 12:30 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 2 152 6 160 3 0 4 7 8 151 5 164 3 0 6 9 340
03:45 PM 8 166 6 180 5 0 2 7 7 126 1 134 4 0 1 5 326
04:00 PM 3 139 4 146 6 0 6 12 4 101 6 111 4 0 5 9 278
04:15 PM 1 176 9 186 3 1 2 6 5 137 4 146 9 0 14 23 361
Total Volume 14 633 25 672 17 1 14 32 24 515 16 555 20 0 26 46 1305 % App. Total 2.1 94.2 3.7 53.1 3.1 43.8 4.3 92.8 2.9 43.5 0 56.5 PHF .438 .899 .694 .903 .708 .250 .583 .667 .750 .853 .667 .846 .556 .000 .464 .500 .904
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 9 - FINAL
Site Code : 00000009
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
STANFORD AVE
DRIVEWAY
RENGSTORFF AVE
Right
14 Thru
633
Left
25 InOut Total
558 672 1230
Right
17 Thru
1 Left
14 OutTotal In
49 32 81
Left
16 Thru
515
Right
24 Out TotalIn
667 555 1222
Left
26 Thru
0 Right
20 TotalOut In
31 46 77
Peak Hour Begins at 03:30 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 2 152 6 160 3 0 4 7 8 151 5 164 3 0 6 9 340
03:45 PM 8 166 6 180 5 0 2 7 7 126 1 134 4 0 1 5 326
04:00 PM 3 139 4 146 6 0 6 12 4 101 6 111 4 0 5 9 278
04:15 PM 1 176 9 186 3 1 2 6 5 137 4 146 9 0 14 23 361
Total Volume 14 633 25 672 17 1 14 32 24 515 16 555 20 0 26 46 1305 % App. Total 2.1 94.2 3.7 53.1 3.1 43.8 4.3 92.8 2.9 43.5 0 56.5 PHF .438 .899 .694 .903 .708 .250 .583 .667 .750 .853 .667 .846 .556 .000 .464 .500 .904
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 9 - FINAL
Site Code : 00000009
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
STANFORD AVE
DRIVEWAY
RENGSTORFF AVE
Right
14 Thru
633
Left
25 InOut Total
558 672 1230
Right
17 Thru
1 Left
14 OutTotal In
49 32 81
Left
16 Thru
515
Right
24 Out TotalIn
667 555 1222
Left
26 Thru
0 Right
20 TotalOut In
31 46 77
Peak Hour Begins at 03:30 PM
Vehicles
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 9 - FINAL
Site Code : 00000009
Start Date : 12/9/2025
Page No : 1
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
DRIVEWAY
Westbound
RENGSTORFF AVE
Northbound
STANFORD AVE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3
07:15 AM 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 3
07:30 AM 0 1 0 0 1 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 3
07:45 AM 0 4 0 0 4 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 6
Total 0 8 1 0 9 0 0 0 0 0 2 3 0 0 5 0 1 0 0 1 15
08:00 AM 0 14 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 15
08:15 AM 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 6
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
08:45 AM 0 2 0 0 2 0 0 1 0 1 0 3 0 0 3 0 0 0 0 0 6
Total 0 19 0 0 19 0 0 1 0 1 0 7 0 0 7 0 0 1 0 1 28
09:00 AM 0 0 0 0 0 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 4
09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
09:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
09:45 AM 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 6
Total 0 4 0 0 4 0 0 0 0 0 1 6 0 0 7 0 0 0 0 0 11
10:00 AM 0 1 0 0 1 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 3
10:15 AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1
10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
Total 0 1 0 0 1 0 0 0 0 0 2 1 0 0 3 0 1 0 0 1 5
11:00 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
11:15 AM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
11:30 AM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 2
11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0 0 0 2 4 0 0 6 0 0 0 0 0 6
12:00 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 2
12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
12:45 PM 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 2
Total 0 1 0 0 1 0 0 1 0 1 2 1 0 0 3 0 0 0 0 0 5
01:00 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
01:15 PM 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 3
01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:45 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
Total 0 2 0 0 2 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 7
02:00 PM 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 2
02:15 PM 0 2 0 0 2 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 6
02:30 PM 0 4 0 0 4 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 5
02:45 PM 0 2 0 0 2 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 3
Total 0 8 0 0 8 0 0 1 0 1 2 5 0 0 7 0 0 0 0 0 16
03:00 PM 0 2 0 0 2 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 3
03:15 PM 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
03:30 PM 0 0 0 0 0 0 0 0 0 0 2 1 0 0 3 0 0 0 0 0 3
03:45 PM 0 2 0 0 2 0 0 2 0 2 1 14 0 0 15 0 1 0 0 1 20
Total 1 6 0 0 7 0 0 2 0 2 4 15 0 0 19 0 1 0 0 1 29
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 9 - FINAL
Site Code : 00000009
Start Date : 12/9/2025
Page No : 2
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
DRIVEWAY
Westbound
RENGSTORFF AVE
Northbound
STANFORD AVE
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 1 0 0 1 1 1 0 0 2 0 2 0 0 2 0 0 0 0 0 5
04:15 PM 0 1 0 0 1 1 0 1 0 2 4 0 0 0 4 0 0 0 0 0 7
04:30 PM 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 3
04:45 PM 0 8 0 0 8 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 12
Total 0 12 0 0 12 2 1 1 0 4 4 7 0 0 11 0 0 0 0 0 27
05:00 PM 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6
05:15 PM 0 3 0 0 3 0 0 0 0 0 2 1 0 0 3 0 0 0 0 0 6
05:30 PM 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2
05:45 PM 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 5
Total 0 13 0 0 13 0 0 0 0 0 2 4 0 0 6 0 0 0 0 0 19
06:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3
06:15 PM 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5
06:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
06:45 PM 0 1 1 0 2 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 5
Total 0 10 1 0 11 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 14
Grand Total 1 84 2 0 87 2 3 6 0 11 21 59 0 0 80 0 3 1 0 4 182 Apprch % 1.1 96.6 2.3 0 18.2 27.3 54.5 0 26.2 73.8 0 0 0 75 25 0 Total % 0.5 46.2 1.1 0 47.8 1.1 1.6 3.3 0 6 11.5 32.4 0 0 44 0 1.6 0.5 0 2.2
RENGSTORFF AVE
Southbound
DRIVEWAY
Westbound
RENGSTORFF AVE
Northbound
STANFORD AVE
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 0 1 0 1 0 0 0 0 2 0 0 2 0 0 0 0 3
07:45 AM 0 4 0 4 0 0 0 0 0 2 0 2 0 0 0 0 6
08:00 AM 0 14 0 14 0 0 0 0 0 0 0 0 0 0 1 1 15
08:15 AM 0 3 0 3 0 0 0 0 0 3 0 3 0 0 0 0 6
Total Volume 0 22 0 22 0 0 0 0 2 5 0 7 0 0 1 1 30
% App. Total 0 100 0 0 0 0 28.6 71.4 0 0 0 100
PHF .000 .393 .000 .393 .000 .000 .000 .000 .250 .417 .000 .583 .000 .000 .250 .250 .500
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 9 - FINAL
Site Code : 00000009
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
STANFORD AVE
DRIVEWAY
RENGSTORFF AVE
Right
0 Thru
22 Left
0 InOut Total
6 22 28
Right
0 Thru
0 Left
0 OutTotal In
2 0 2
Left
0 Thru
5 Right
2 Out TotalIn
22 7 29
Left
1 Thru
0 Right
0 TotalOut In
0 1 1
Peak Hour Begins at 07:30 AM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:00 PM
02:00 PM 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 2
02:15 PM 0 2 0 2 0 0 0 0 1 3 0 4 0 0 0 0 6
02:30 PM 0 4 0 4 0 0 0 0 1 0 0 1 0 0 0 0 5
02:45 PM 0 2 0 2 0 0 1 1 0 0 0 0 0 0 0 0 3
Total Volume 0 8 0 8 0 0 1 1 2 5 0 7 0 0 0 0 16
% App. Total 0 100 0 0 0 100 28.6 71.4 0 0 0 0
PHF .000 .500 .000 .500 .000 .000 .250 .250 .500 .417 .000 .438 .000 .000 .000 .000 .667
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 9 - FINAL
Site Code : 00000009
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
STANFORD AVE
DRIVEWAY
RENGSTORFF AVE
Right
0 Thru
8 Left
0 InOut Total
5 8 13
Right
0 Thru
0 Left
1 OutTotal In
2 1 3
Left
0 Thru
5 Right
2 Out TotalIn
9 7 16
Left
0 Thru
0 Right
0 TotalOut In
0 0 0
Peak Hour Begins at 02:00 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 0 0 0 0 0 0 0 0 2 1 0 3 0 0 0 0 3
03:45 PM 0 2 0 2 0 0 2 2 1 14 0 15 0 1 0 1 20
04:00 PM 0 1 0 1 1 1 0 2 0 2 0 2 0 0 0 0 5
04:15 PM 0 1 0 1 1 0 1 2 4 0 0 4 0 0 0 0 7
Total Volume 0 4 0 4 2 1 3 6 7 17 0 24 0 1 0 1 35
% App. Total 0 100 0 33.3 16.7 50 29.2 70.8 0 0 100 0 PHF .000 .500 .000 .500 .500 .250 .375 .750 .438 .304 .000 .400 .000 .250 .000 .250 .438
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 9 - FINAL
Site Code : 00000009
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
STANFORD AVE
DRIVEWAY
RENGSTORFF AVE
Right
0 Thru
4 Left
0 InOut Total
19 4 23
Right
2 Thru
1 Left
3 OutTotal In
8 6 14
Left
0 Thru
17 Right
7 Out TotalIn
7 24 31
Left
0 Thru
1 Right
0 TotalOut In
1 1 2
Peak Hour Begins at 03:30 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 0 0 0 0 0 0 0 0 2 1 0 3 0 0 0 0 3
03:45 PM 0 2 0 2 0 0 2 2 1 14 0 15 0 1 0 1 20
04:00 PM 0 1 0 1 1 1 0 2 0 2 0 2 0 0 0 0 5
04:15 PM 0 1 0 1 1 0 1 2 4 0 0 4 0 0 0 0 7
Total Volume 0 4 0 4 2 1 3 6 7 17 0 24 0 1 0 1 35
% App. Total 0 100 0 33.3 16.7 50 29.2 70.8 0 0 100 0 PHF .000 .500 .000 .500 .500 .250 .375 .750 .438 .304 .000 .400 .000 .250 .000 .250 .438
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 9 - FINAL
Site Code : 00000009
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
STANFORD AVE
DRIVEWAY
RENGSTORFF AVE
Right
0 Thru
4 Left
0 InOut Total
19 4 23
Right
2 Thru
1 Left
3 OutTotal In
8 6 14
Left
0 Thru
17 Right
7 Out TotalIn
7 24 31
Left
0 Thru
1 Right
0 TotalOut In
1 1 2
Peak Hour Begins at 03:30 PM
Bikes
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 10 - FINAL
Site Code : 00000010
Start Date : 12/9/2025
Page No : 1
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
CALIFORNIA ST
Westbound
RENGSTORFF AVE
Northbound
CALIFORNIA ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 17 35 10 0 62 20 25 2 2 49 2 44 7 0 53 5 18 21 0 44 208 07:15 AM 17 31 17 4 69 18 32 5 2 57 3 37 6 2 48 7 31 14 2 54 228 07:30 AM 14 54 15 5 88 25 52 5 4 86 6 60 11 4 81 14 42 18 3 77 332 07:45 AM 23 59 21 4 107 25 51 13 8 97 5 58 18 9 90 11 54 19 6 90 384 Total 71 179 63 13 326 88 160 25 16 289 16 199 42 15 272 37 145 72 11 265 1152 08:00 AM 23 109 18 2 152 27 45 33 10 115 9 84 7 4 104 20 40 26 3 89 460 08:15 AM 34 81 19 6 140 28 87 14 12 141 12 87 13 9 121 18 47 24 5 94 496 08:30 AM 31 51 15 4 101 32 65 7 2 106 11 114 22 4 151 8 77 32 3 120 478 08:45 AM 26 51 21 5 103 21 64 4 3 92 7 70 10 6 93 10 51 32 5 98 386 Total 114 292 73 17 496 108 261 58 27 454 39 355 52 23 469 56 215 114 16 401 1820 09:00 AM 30 54 24 5 113 17 32 6 5 60 7 78 5 2 92 8 48 29 2 87 352 09:15 AM 27 38 16 8 89 19 44 4 4 71 3 79 5 4 91 6 34 37 2 79 330 09:30 AM 34 47 16 4 101 29 44 1 1 75 4 72 5 1 82 7 47 39 3 96 354 09:45 AM 38 63 11 7 119 18 43 4 4 69 0 56 5 0 61 9 41 31 6 87 336 Total 129 202 67 24 422 83 163 15 14 275 14 285 20 7 326 30 170 136 13 349 1372 10:00 AM 36 42 27 4 109 22 39 4 2 67 1 72 1 1 75 4 38 33 3 78 329 10:15 AM 33 53 23 5 114 19 41 4 5 69 3 58 6 4 71 8 31 31 4 74 328 10:30 AM 24 31 19 3 77 26 29 0 6 61 5 62 3 1 71 8 50 43 4 105 314 10:45 AM 42 45 19 1 107 14 51 2 0 67 1 86 8 1 96 6 46 34 2 88 358 Total 135 171 88 13 407 81 160 10 13 264 10 278 18 7 313 26 165 141 13 345 1329 11:00 AM 30 48 21 7 106 13 37 3 5 58 5 72 3 1 81 7 44 32 2 85 330 11:15 AM 26 62 15 7 110 26 43 2 2 73 5 57 4 2 68 7 46 32 0 85 336 11:30 AM 40 65 22 4 131 13 48 4 4 69 3 77 2 9 91 4 60 39 4 107 398 11:45 AM 36 71 38 9 154 12 49 5 6 72 5 54 7 4 70 9 43 36 9 97 393 Total 132 246 96 27 501 64 177 14 17 272 18 260 16 16 310 27 193 139 15 374 1457 12:00 PM 54 68 29 5 156 15 34 2 4 55 8 60 6 5 79 12 52 43 2 109 399 12:15 PM 46 67 51 2 166 29 41 3 2 75 2 50 4 3 59 10 51 34 2 97 397 12:30 PM 44 52 34 3 133 13 59 5 5 82 8 72 4 4 88 7 66 44 2 119 422 12:45 PM 37 71 25 2 135 22 51 9 3 85 2 55 4 4 65 8 70 35 3 116 401 Total 181 258 139 12 590 79 185 19 14 297 20 237 18 16 291 37 239 156 9 441 1619 01:00 PM 43 67 42 3 155 16 51 4 3 74 4 69 4 3 80 10 61 54 2 127 436 01:15 PM 34 78 27 2 141 21 47 12 1 81 6 70 5 1 82 11 62 42 4 119 423 01:30 PM 45 64 25 2 136 11 50 1 4 66 7 59 7 1 74 7 57 49 1 114 390 01:45 PM 36 61 28 6 131 19 42 4 9 74 2 73 9 6 90 9 62 46 4 121 416 Total 158 270 122 13 563 67 190 21 17 295 19 271 25 11 326 37 242 191 11 481 1665 02:00 PM 55 86 29 3 173 20 35 2 8 65 7 99 7 3 116 6 60 35 4 105 459 02:15 PM 33 47 33 3 116 14 43 4 2 63 6 50 6 3 65 7 73 51 6 137 381 02:30 PM 50 77 32 1 160 20 44 4 6 74 10 89 6 3 108 11 56 32 4 103 445 02:45 PM 52 71 28 4 155 20 64 8 5 97 5 62 6 2 75 12 84 36 5 137 464 Total 190 281 122 11 604 74 186 18 21 299 28 300 25 11 364 36 273 154 19 482 1749 03:00 PM 55 73 22 2 152 27 63 4 4 98 7 73 11 4 95 7 81 51 5 144 489 03:15 PM 41 84 28 0 153 19 49 9 1 78 10 78 14 5 107 11 74 49 4 138 476 03:30 PM 50 77 29 4 160 17 60 13 9 99 9 87 13 6 115 10 80 60 3 153 527 03:45 PM 54 72 23 3 152 13 63 8 11 95 20 85 12 6 123 11 100 30 1 142 512 Total 200 306 102 9 617 76 235 34 25 370 46 323 50 21 440 39 335 190 13 577 2004
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 10 - FINAL
Site Code : 00000010
Start Date : 12/9/2025
Page No : 2
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
CALIFORNIA ST
Westbound
RENGSTORFF AVE
Northbound
CALIFORNIA ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 61 87 31 4 183 18 65 13 10 106 19 73 10 5 107 15 116 33 1 165 561 04:15 PM 54 94 35 4 187 18 75 9 11 113 10 88 11 7 116 10 97 46 2 155 571 04:30 PM 37 70 30 5 142 25 88 9 8 130 14 69 10 7 100 13 106 29 5 153 525 04:45 PM 45 72 21 1 139 20 78 10 12 120 12 61 9 4 86 8 98 45 0 151 496 Total 197 323 117 14 651 81 306 41 41 469 55 291 40 23 409 46 417 153 8 624 2153 05:00 PM 58 67 26 2 153 16 78 15 14 123 19 98 10 5 132 15 92 48 6 161 569 05:15 PM 48 72 30 3 153 21 76 12 9 118 21 77 13 4 115 14 113 43 13 183 569 05:30 PM 48 73 30 3 154 15 68 17 8 108 31 72 6 6 115 15 78 40 3 136 513 05:45 PM 35 28 26 1 90 14 92 17 9 132 25 62 15 10 112 9 116 43 4 172 506 Total 189 240 112 9 550 66 314 61 40 481 96 309 44 25 474 53 399 174 26 652 2157 06:00 PM 39 82 37 5 163 22 70 12 8 112 20 59 9 10 98 10 98 39 4 151 524 06:15 PM 48 81 31 4 164 24 84 20 7 135 18 68 9 11 106 13 94 41 3 151 556 06:30 PM 44 49 36 5 134 14 58 4 10 86 32 69 17 7 125 14 97 58 1 170 515 06:45 PM 45 82 46 3 176 18 53 13 5 89 13 33 8 2 56 18 69 43 2 132 453 Total 176 294 150 17 637 78 265 49 30 422 83 229 43 30 385 55 358 181 10 604 2048 Grand Total 1872 3062 1251 179 6364 945 2602 365 275 4187 444 3337 393 205 4379 479 3151 1801 164 5595 20525 Apprch % 29.4 48.1 19.7 2.8 22.6 62.1 8.7 6.6 10.1 76.2 9 4.7 8.6 56.3 32.2 2.9 Total % 9.1 14.9 6.1 0.9 31 4.6 12.7 1.8 1.3 20.4 2.2 16.3 1.9 1 21.3 2.3 15.4 8.8 0.8 27.3
RENGSTORFF AVE
Southbound
CALIFORNIA ST
Westbound
RENGSTORFF AVE
Northbound
CALIFORNIA ST
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 23 109 18 150 27 45 33 105 9 84 7 100 20 40 26 86 441 08:15 AM 34 81 19 134 28 87 14 129 12 87 13 112 18 47 24 89 464 08:30 AM 31 51 15 97 32 65 7 104 11 114 22 147 8 77 32 117 465 08:45 AM 26 51 21 98 21 64 4 89 7 70 10 87 10 51 32 93 367 Total Volume 114 292 73 479 108 261 58 427 39 355 52 446 56 215 114 385 1737 % App. Total 23.8 61 15.2 25.3 61.1 13.6 8.7 79.6 11.7 14.5 55.8 29.6 PHF .838 .670 .869 .798 .844 .750 .439 .828 .813 .779 .591 .759 .700 .698 .891 .823 .934
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 10 - FINAL
Site Code : 00000010
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
CALIFORNIA ST
CALIFORNIA ST
RENGSTORFF AVE
Right
114
Thru
292
Left
73 InOut Total
577 479 1056
Right
108
Thru
261
Left
58 OutTotal In
327 427 754
Left
52 Thru
355
Right
39 Out TotalIn
406 446 852
Left
114
Thru
215
Right
56 TotalOut In
427 385 812
Peak Hour Begins at 08:00 AM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:00 PM
02:00 PM 55 86 29 170 20 35 2 57 7 99 7 113 6 60 35 101 441 02:15 PM 33 47 33 113 14 43 4 61 6 50 6 62 7 73 51 131 367 02:30 PM 50 77 32 159 20 44 4 68 10 89 6 105 11 56 32 99 431 02:45 PM 52 71 28 151 20 64 8 92 5 62 6 73 12 84 36 132 448 Total Volume 190 281 122 593 74 186 18 278 28 300 25 353 36 273 154 463 1687 % App. Total 32 47.4 20.6 26.6 66.9 6.5 7.9 85 7.1 7.8 59 33.3 PHF .864 .817 .924 .872 .925 .727 .563 .755 .700 .758 .893 .781 .750 .813 .755 .877 .941
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 10 - FINAL
Site Code : 00000010
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
CALIFORNIA ST
CALIFORNIA ST
RENGSTORFF AVE
Right
190
Thru
281
Left
122
InOut Total
528 593 1121
Right
74 Thru
186
Left
18 OutTotal In
423 278 701
Left
25 Thru
300
Right
28 Out TotalIn
335 353 688
Left
154
Thru
273
Right
36 TotalOut In
401 463 864
Peak Hour Begins at 02:00 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 50 77 29 156 17 60 13 90 9 87 13 109 10 80 60 150 505 03:45 PM 54 72 23 149 13 63 8 84 20 85 12 117 11 100 30 141 491 04:00 PM 61 87 31 179 18 65 13 96 19 73 10 102 15 116 33 164 541 04:15 PM 54 94 35 183 18 75 9 102 10 88 11 109 10 97 46 153 547 Total Volume 219 330 118 667 66 263 43 372 58 333 46 437 46 393 169 608 2084 % App. Total 32.8 49.5 17.7 17.7 70.7 11.6 13.3 76.2 10.5 7.6 64.6 27.8 PHF .898 .878 .843 .911 .917 .877 .827 .912 .725 .946 .885 .934 .767 .847 .704 .927 .952
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 10 - FINAL
Site Code : 00000010
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
CALIFORNIA ST
CALIFORNIA ST
RENGSTORFF AVE
Right
219
Thru
330
Left
118
InOut Total
568 667 1235
Right
66 Thru
263
Left
43 OutTotal In
569 372 941
Left
46 Thru
333
Right
58 Out TotalIn
419 437 856
Left
169
Thru
393
Right
46 TotalOut In
528 608 1136
Peak Hour Begins at 03:30 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:30 PM
03:30 PM 50 77 29 156 17 60 13 90 9 87 13 109 10 80 60 150 505 03:45 PM 54 72 23 149 13 63 8 84 20 85 12 117 11 100 30 141 491 04:00 PM 61 87 31 179 18 65 13 96 19 73 10 102 15 116 33 164 541 04:15 PM 54 94 35 183 18 75 9 102 10 88 11 109 10 97 46 153 547 Total Volume 219 330 118 667 66 263 43 372 58 333 46 437 46 393 169 608 2084 % App. Total 32.8 49.5 17.7 17.7 70.7 11.6 13.3 76.2 10.5 7.6 64.6 27.8 PHF .898 .878 .843 .911 .917 .877 .827 .912 .725 .946 .885 .934 .767 .847 .704 .927 .952
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 10 - FINAL
Site Code : 00000010
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
CALIFORNIA ST
CALIFORNIA ST
RENGSTORFF AVE
Right
219
Thru
330
Left
118
InOut Total
568 667 1235
Right
66 Thru
263
Left
43 OutTotal In
569 372 941
Left
46 Thru
333
Right
58 Out TotalIn
419 437 856
Left
169
Thru
393
Right
46 TotalOut In
528 608 1136
Peak Hour Begins at 03:30 PM
Vehicles
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 10 - FINAL
Site Code : 00000010
Start Date : 12/9/2025
Page No : 1
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
CALIFORNIA ST
Westbound
RENGSTORFF AVE
Northbound
CALIFORNIA ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 2 0 0 0 2 0 2 0 0 2 0 1 0 0 1 0 0 0 0 0 5
07:15 AM 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
07:30 AM 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 2 0 0 2 4
07:45 AM 2 5 0 0 7 0 4 0 0 4 0 2 0 0 2 0 5 1 0 6 19
Total 5 5 0 0 10 0 7 0 0 7 0 4 0 0 4 0 7 1 0 8 29
08:00 AM 1 15 1 0 17 0 5 0 0 5 0 0 1 0 1 2 1 0 0 3 26
08:15 AM 0 3 0 0 3 1 4 0 0 5 0 3 0 0 3 0 1 0 0 1 12
08:30 AM 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 2 1 1 0 4 8
08:45 AM 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 0 3 0 0 3 6
Total 1 19 1 0 21 1 12 0 0 13 0 6 1 0 7 4 6 1 0 11 52
09:00 AM 2 0 0 0 2 1 8 0 0 9 0 0 0 0 0 0 2 1 0 3 14
09:15 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2
09:30 AM 1 1 0 0 2 0 6 0 0 6 0 0 0 0 0 0 2 0 0 2 10
09:45 AM 1 2 0 0 3 0 5 0 0 5 0 3 0 0 3 0 0 0 0 0 11
Total 4 3 0 0 7 1 21 0 0 22 0 3 0 0 3 0 4 1 0 5 37
10:00 AM 1 1 1 0 3 0 3 0 0 3 0 1 0 0 1 0 2 0 0 2 9
10:15 AM 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 0 2 0 0 2 5
10:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
10:45 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
Total 1 1 1 0 3 0 7 0 0 7 0 2 0 0 2 0 4 0 0 4 16
11:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 3
11:15 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 2 0 3 5
11:30 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 3
11:45 AM 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 3
Total 1 0 0 0 1 0 7 0 0 7 0 0 0 0 0 0 4 2 0 6 14
12:00 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2
12:15 PM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 4
12:30 PM 0 1 1 0 2 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 5
12:45 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 3
Total 0 1 1 0 2 0 8 0 0 8 0 1 0 0 1 0 3 0 0 3 14
01:00 PM 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 3
01:15 PM 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 0 3 0 0 3 5
01:30 PM 0 0 0 0 0 0 2 0 0 2 0 1 1 0 2 0 0 0 0 0 4
01:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 1 1 0 2 1 2 0 0 3 0 4 1 0 5 0 3 0 0 3 13
02:00 PM 0 0 0 0 0 0 2 0 0 2 0 2 0 0 2 0 3 0 0 3 7
02:15 PM 2 3 0 0 5 0 0 0 0 0 0 2 0 0 2 0 1 1 0 2 9
02:30 PM 3 1 0 0 4 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 8
02:45 PM 1 0 0 0 1 0 2 0 0 2 0 1 0 0 1 0 2 0 0 2 6
Total 6 4 0 0 10 0 5 0 0 5 0 5 0 0 5 0 9 1 0 10 30
03:00 PM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 4 0 0 4 7
03:15 PM 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 0 1 0 0 1 5
03:30 PM 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 2 0 0 2 6
03:45 PM 0 0 0 0 0 0 0 0 0 0 0 10 0 0 10 0 0 1 0 1 11
Total 0 0 0 0 0 0 10 0 0 10 0 11 0 0 11 0 7 1 0 8 29
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 10 - FINAL
Site Code : 00000010
Start Date : 12/9/2025
Page No : 2
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
CALIFORNIA ST
Westbound
RENGSTORFF AVE
Northbound
CALIFORNIA ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 4 4
04:15 PM 0 2 0 0 2 0 1 0 0 1 0 2 0 0 2 0 1 0 0 1 6
04:30 PM 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 4 0 0 4 8
04:45 PM 0 0 0 0 0 0 3 0 0 3 0 3 0 0 3 0 4 0 0 4 10
Total 0 2 0 0 2 0 8 0 0 8 0 5 0 0 5 0 11 2 0 13 28
05:00 PM 0 1 0 0 1 0 1 1 0 2 0 0 0 0 0 0 3 0 0 3 6
05:15 PM 0 1 0 0 1 0 2 0 0 2 0 2 0 0 2 0 4 2 0 6 11
05:30 PM 0 0 0 0 0 0 3 0 0 3 0 1 0 0 1 0 3 0 0 3 7
05:45 PM 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 0 2 0 0 2 5
Total 0 2 0 0 2 0 8 1 0 9 0 4 0 0 4 0 12 2 0 14 29
06:00 PM 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 5
06:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 5
06:30 PM 0 1 0 0 1 0 2 0 0 2 0 0 0 0 0 0 4 0 0 4 7
06:45 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 6 0 0 6 8
Total 0 2 0 0 2 0 6 0 0 6 0 0 0 0 0 0 17 0 0 17 25
Grand Total 18 40 4 0 62 3 101 1 0 105 0 45 2 0 47 4 87 11 0 102 316 Apprch % 29 64.5 6.5 0 2.9 96.2 1 0 0 95.7 4.3 0 3.9 85.3 10.8 0 Total % 5.7 12.7 1.3 0 19.6 0.9 32 0.3 0 33.2 0 14.2 0.6 0 14.9 1.3 27.5 3.5 0 32.3
RENGSTORFF AVE
Southbound
CALIFORNIA ST
Westbound
RENGSTORFF AVE
Northbound
CALIFORNIA ST
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 2 5 0 7 0 4 0 4 0 2 0 2 0 5 1 6 19
08:00 AM 1 15 1 17 0 5 0 5 0 0 1 1 2 1 0 3 26
08:15 AM 0 3 0 3 1 4 0 5 0 3 0 3 0 1 0 1 12
08:30 AM 0 0 0 0 0 3 0 3 0 1 0 1 2 1 1 4 8
Total Volume 3 23 1 27 1 16 0 17 0 6 1 7 4 8 2 14 65
% App. Total 11.1 85.2 3.7 5.9 94.1 0 0 85.7 14.3 28.6 57.1 14.3 PHF .375 .383 .250 .397 .250 .800 .000 .850 .000 .500 .250 .583 .500 .400 .500 .583 .625
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 10 - FINAL
Site Code : 00000010
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
CALIFORNIA ST
CALIFORNIA ST
RENGSTORFF AVE
Right
3 Thru
23 Left
1 InOut Total
9 27 36
Right
1 Thru
16 Left
0 OutTotal In
9 17 26
Left
1 Thru
6 Right
0 Out TotalIn
27 7 34
Left
2 Thru
8 Right
4 TotalOut In
20 14 34
Peak Hour Begins at 07:45 AM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:00 PM
02:00 PM 0 0 0 0 0 2 0 2 0 2 0 2 0 3 0 3 7
02:15 PM 2 3 0 5 0 0 0 0 0 2 0 2 0 1 1 2 9
02:30 PM 3 1 0 4 0 1 0 1 0 0 0 0 0 3 0 3 8
02:45 PM 1 0 0 1 0 2 0 2 0 1 0 1 0 2 0 2 6
Total Volume 6 4 0 10 0 5 0 5 0 5 0 5 0 9 1 10 30
% App. Total 60 40 0 0 100 0 0 100 0 0 90 10
PHF .500 .333 .000 .500 .000 .625 .000 .625 .000 .625 .000 .625 .000 .750 .250 .833 .833
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 10 - FINAL
Site Code : 00000010
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
CALIFORNIA ST
CALIFORNIA ST
RENGSTORFF AVE
Right
6 Thru
4 Left
0 InOut Total
6 10 16
Right
0 Thru
5 Left
0 OutTotal In
9 5 14
Left
0 Thru
5 Right
0 Out TotalIn
4 5 9
Left
1 Thru
9 Right
0 TotalOut In
11 10 21
Peak Hour Begins at 02:00 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM 0 0 0 0 0 4 0 4 0 0 0 0 0 4 0 4 8
04:45 PM 0 0 0 0 0 3 0 3 0 3 0 3 0 4 0 4 10
05:00 PM 0 1 0 1 0 1 1 2 0 0 0 0 0 3 0 3 6
05:15 PM 0 1 0 1 0 2 0 2 0 2 0 2 0 4 2 6 11
Total Volume 0 2 0 2 0 10 1 11 0 5 0 5 0 15 2 17 35
% App. Total 0 100 0 0 90.9 9.1 0 100 0 0 88.2 11.8
PHF .000 .500 .000 .500 .000 .625 .250 .688 .000 .417 .000 .417 .000 .938 .250 .708 .795
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 10 - FINAL
Site Code : 00000010
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
CALIFORNIA ST
CALIFORNIA ST
RENGSTORFF AVE
Right
0 Thru
2 Left
0 InOut Total
7 2 9
Right
0 Thru
10 Left
1 OutTotal In
15 11 26
Left
0 Thru
5 Right
0 Out TotalIn
3 5 8
Left
2 Thru
15 Right
0 TotalOut In
10 17 27
Peak Hour Begins at 04:30 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 2 5 0 7 0 4 0 4 0 2 0 2 0 5 1 6 19
08:00 AM 1 15 1 17 0 5 0 5 0 0 1 1 2 1 0 3 26
08:15 AM 0 3 0 3 1 4 0 5 0 3 0 3 0 1 0 1 12
08:30 AM 0 0 0 0 0 3 0 3 0 1 0 1 2 1 1 4 8
Total Volume 3 23 1 27 1 16 0 17 0 6 1 7 4 8 2 14 65
% App. Total 11.1 85.2 3.7 5.9 94.1 0 0 85.7 14.3 28.6 57.1 14.3 PHF .375 .383 .250 .397 .250 .800 .000 .850 .000 .500 .250 .583 .500 .400 .500 .583 .625
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 10 - FINAL
Site Code : 00000010
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
CALIFORNIA ST
CALIFORNIA ST
RENGSTORFF AVE
Right
3 Thru
23 Left
1 InOut Total
9 27 36
Right
1 Thru
16 Left
0 OutTotal In
9 17 26
Left
1 Thru
6 Right
0 Out TotalIn
27 7 34
Left
2 Thru
8 Right
4 TotalOut In
20 14 34
Peak Hour Begins at 07:45 AM
Bikes
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 11 - FINAL
Site Code : 00000011
Start Date : 12/9/2025
Page No : 1
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
LATHAM ST
Westbound
RENGSTORFF AVE
Northbound
LATHAM ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 5 24 11 6 46 11 7 2 0 20 1 20 3 2 26 2 5 5 2 14 106 07:15 AM 4 37 10 1 52 10 5 4 1 20 1 26 0 3 30 8 9 9 3 29 131 07:30 AM 3 52 16 5 76 19 17 7 3 46 1 31 1 3 36 11 10 9 4 34 192 07:45 AM 8 71 22 6 107 26 14 5 2 47 0 37 3 1 41 11 12 4 10 37 232 Total 20 184 59 18 281 66 43 18 6 133 3 114 7 9 133 32 36 27 19 114 661 08:00 AM 8 126 18 8 160 27 22 12 9 70 1 56 5 10 72 22 22 12 3 59 361 08:15 AM 14 117 9 2 142 22 21 9 7 59 4 95 6 7 112 20 7 14 6 47 360 08:30 AM 7 56 7 3 73 27 16 7 2 52 6 85 4 5 100 14 12 15 3 44 269 08:45 AM 7 50 8 3 68 11 12 4 4 31 1 62 9 4 76 6 9 11 2 28 203 Total 36 349 42 16 443 87 71 32 22 212 12 298 24 26 360 62 50 52 14 178 1193 09:00 AM 10 53 7 2 72 11 6 5 2 24 3 47 7 3 60 10 6 10 2 28 184 09:15 AM 8 46 4 2 60 24 12 4 2 42 3 43 3 2 51 5 10 18 1 34 187 09:30 AM 8 47 8 1 64 11 3 5 3 22 4 50 3 2 59 10 3 13 1 27 172 09:45 AM 6 65 5 1 77 10 7 3 0 20 1 39 3 4 47 5 9 6 0 20 164 Total 32 211 24 6 273 56 28 17 7 108 11 179 16 11 217 30 28 47 4 109 707 10:00 AM 4 43 9 6 62 7 13 1 2 23 3 49 4 1 57 4 10 11 3 28 170 10:15 AM 3 51 6 3 63 13 10 2 1 26 1 44 3 2 50 13 10 7 0 30 169 10:30 AM 3 34 6 4 47 14 4 2 2 22 5 48 1 2 56 3 5 13 4 25 150 10:45 AM 7 40 3 0 50 10 10 0 0 20 4 70 2 2 78 10 5 3 2 20 168 Total 17 168 24 13 222 44 37 5 5 91 13 211 10 7 241 30 30 34 9 103 657 11:00 AM 5 42 8 2 57 15 11 3 2 31 2 51 3 1 57 4 8 13 0 25 170 11:15 AM 4 67 4 2 77 11 11 4 1 27 1 50 3 1 55 4 11 13 0 28 187 11:30 AM 9 54 6 0 69 9 10 2 0 21 3 66 3 1 73 7 12 6 1 26 189 11:45 AM 9 66 6 2 83 14 7 1 3 25 2 43 0 4 49 10 3 7 2 22 179 Total 27 229 24 6 286 49 39 10 6 104 8 210 9 7 234 25 34 39 3 101 725 12:00 PM 7 63 10 3 83 8 12 3 1 24 4 54 3 4 65 2 13 6 2 23 195 12:15 PM 9 61 15 2 87 12 7 3 0 22 3 48 2 7 60 2 7 6 0 15 184 12:30 PM 7 48 7 2 64 8 9 3 1 21 0 58 4 3 65 3 10 6 0 19 169 12:45 PM 13 68 9 2 92 11 15 3 3 32 2 49 3 1 55 7 4 5 0 16 195 Total 36 240 41 9 326 39 43 12 5 99 9 209 12 15 245 14 34 23 2 73 743 01:00 PM 7 59 13 2 81 17 4 3 2 26 3 52 3 3 61 6 6 6 3 21 189 01:15 PM 8 76 18 5 107 7 13 5 3 28 9 63 4 10 86 9 9 10 4 32 253 01:30 PM 4 60 8 1 73 14 10 4 3 31 7 54 1 4 66 5 9 7 1 22 192 01:45 PM 10 54 10 2 76 6 15 3 1 25 2 75 2 2 81 6 9 5 1 21 203 Total 29 249 49 10 337 44 42 15 9 110 21 244 10 19 294 26 33 28 9 96 837 02:00 PM 7 74 9 1 91 13 6 4 8 31 4 83 5 3 95 10 15 15 1 41 258 02:15 PM 5 50 11 3 69 11 11 1 2 25 5 51 4 6 66 14 18 8 5 45 205 02:30 PM 11 53 23 3 90 17 19 1 0 37 3 74 2 7 86 8 20 12 1 41 254 02:45 PM 6 63 11 3 83 9 14 2 0 25 1 56 6 2 65 11 19 9 3 42 215 Total 29 240 54 10 333 50 50 8 10 118 13 264 17 18 312 43 72 44 10 169 932 03:00 PM 19 61 17 5 102 17 15 5 1 38 5 68 3 3 79 6 19 5 1 31 250 03:15 PM 5 77 15 5 102 17 14 6 0 37 7 69 3 3 82 5 23 9 3 40 261 03:30 PM 10 83 10 4 107 15 18 6 4 43 5 80 7 7 99 5 23 7 2 37 286 03:45 PM 12 68 12 6 98 14 15 6 6 41 7 88 12 15 122 6 17 11 11 45 306 Total 46 289 54 20 409 63 62 23 11 159 24 305 25 28 382 22 82 32 17 153 1103
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 11 - FINAL
Site Code : 00000011
Start Date : 12/9/2025
Page No : 2
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
LATHAM ST
Westbound
RENGSTORFF AVE
Northbound
LATHAM ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 16 75 24 5 120 21 14 10 2 47 10 93 6 12 121 4 28 7 9 48 336 04:15 PM 12 67 16 10 105 18 20 9 5 52 7 70 9 5 91 9 26 10 5 50 298 04:30 PM 19 76 16 9 120 12 19 5 5 41 10 69 3 14 96 8 35 12 3 58 315 04:45 PM 16 79 10 7 112 10 27 8 13 58 9 83 13 15 120 7 27 12 6 52 342 Total 63 297 66 31 457 61 80 32 25 198 36 315 31 46 428 28 116 41 23 208 1291 05:00 PM 13 57 19 0 89 14 18 8 9 49 8 80 7 7 102 5 23 14 0 42 282 05:15 PM 12 66 18 4 100 12 30 3 9 54 11 93 5 9 118 7 28 17 5 57 329 05:30 PM 10 74 17 10 111 21 22 5 1 49 21 77 4 1 103 4 38 17 3 62 325 05:45 PM 6 36 14 2 58 18 21 6 6 51 13 58 8 2 81 11 30 18 1 60 250 Total 41 233 68 16 358 65 91 22 25 203 53 308 24 19 404 27 119 66 9 221 1186 06:00 PM 15 69 21 5 110 25 30 4 6 65 9 74 5 3 91 11 25 14 2 52 318 06:15 PM 17 73 16 6 112 14 24 7 6 51 7 76 8 6 97 12 26 16 2 56 316 06:30 PM 7 42 15 10 74 15 14 6 1 36 9 91 7 5 112 11 26 11 4 52 274 06:45 PM 9 79 19 5 112 9 17 1 3 30 5 37 5 2 49 6 28 7 5 46 237 Total 48 263 71 26 408 63 85 18 16 182 30 278 25 16 349 40 105 48 13 206 1145 Grand Total 424 2952 576 181 4133 687 671 212 147 1717 233 2935 210 221 3599 379 739 481 132 1731 11180 Apprch % 10.3 71.4 13.9 4.4 40 39.1 12.3 8.6 6.5 81.6 5.8 6.1 21.9 42.7 27.8 7.6 Total % 3.8 26.4 5.2 1.6 37 6.1 6 1.9 1.3 15.4 2.1 26.3 1.9 2 32.2 3.4 6.6 4.3 1.2 15.5
RENGSTORFF AVE
Southbound
LATHAM ST
Westbound
RENGSTORFF AVE
Northbound
LATHAM ST
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 8 71 22 101 26 14 5 45 0 37 3 40 11 12 4 27 213 08:00 AM 8 126 18 152 27 22 12 61 1 56 5 62 22 22 12 56 331 08:15 AM 14 117 9 140 22 21 9 52 4 95 6 105 20 7 14 41 338 08:30 AM 7 56 7 70 27 16 7 50 6 85 4 95 14 12 15 41 256 Total Volume 37 370 56 463 102 73 33 208 11 273 18 302 67 53 45 165 1138 % App. Total 8 79.9 12.1 49 35.1 15.9 3.6 90.4 6 40.6 32.1 27.3 PHF .661 .734 .636 .762 .944 .830 .688 .852 .458 .718 .750 .719 .761 .602 .750 .737 .842
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 11 - FINAL
Site Code : 00000011
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
LATHAM ST
LATHAM ST
RENGSTORFF AVE
Right
37 Thru
370
Left
56 InOut Total
420 463 883
Right
102
Thru
73 Left
33 OutTotal In
120 208 328
Left
18 Thru
273
Right
11 Out TotalIn
470 302 772
Left
45 Thru
53 Right
67 TotalOut In
128 165 293
Peak Hour Begins at 07:45 AM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:00 PM
02:00 PM 7 74 9 90 13 6 4 23 4 83 5 92 10 15 15 40 245
02:15 PM 5 50 11 66 11 11 1 23 5 51 4 60 14 18 8 40 189 02:30 PM 11 53 23 87 17 19 1 37 3 74 2 79 8 20 12 40 243 02:45 PM 6 63 11 80 9 14 2 25 1 56 6 63 11 19 9 39 207
Total Volume 29 240 54 323 50 50 8 108 13 264 17 294 43 72 44 159 884 % App. Total 9 74.3 16.7 46.3 46.3 7.4 4.4 89.8 5.8 27 45.3 27.7 PHF .659 .811 .587 .897 .735 .658 .500 .730 .650 .795 .708 .799 .768 .900 .733 .994 .902
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 11 - FINAL
Site Code : 00000011
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
LATHAM ST
LATHAM ST
RENGSTORFF AVE
Right
29 Thru
240
Left
54 InOut Total
358 323 681
Right
50 Thru
50 Left
8 OutTotal In
139 108 247
Left
17 Thru
264
Right
13 Out TotalIn
291 294 585
Left
44 Thru
72 Right
43 TotalOut In
96 159 255
Peak Hour Begins at 02:00 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 16 79 10 105 10 27 8 45 9 83 13 105 7 27 12 46 301 05:00 PM 13 57 19 89 14 18 8 40 8 80 7 95 5 23 14 42 266 05:15 PM 12 66 18 96 12 30 3 45 11 93 5 109 7 28 17 52 302 05:30 PM 10 74 17 101 21 22 5 48 21 77 4 102 4 38 17 59 310 Total Volume 51 276 64 391 57 97 24 178 49 333 29 411 23 116 60 199 1179 % App. Total 13 70.6 16.4 32 54.5 13.5 11.9 81 7.1 11.6 58.3 30.2 PHF .797 .873 .842 .931 .679 .808 .750 .927 .583 .895 .558 .943 .821 .763 .882 .843 .951
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 11 - FINAL
Site Code : 00000011
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
LATHAM ST
LATHAM ST
RENGSTORFF AVE
Right
51 Thru
276
Left
64 InOut Total
450 391 841
Right
57 Thru
97 Left
24 OutTotal In
229 178 407
Left
29 Thru
333
Right
49 Out TotalIn
323 411 734
Left
60 Thru
116
Right
23 TotalOut In
177 199 376
Peak Hour Begins at 04:45 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 16 79 10 105 10 27 8 45 9 83 13 105 7 27 12 46 301 05:00 PM 13 57 19 89 14 18 8 40 8 80 7 95 5 23 14 42 266 05:15 PM 12 66 18 96 12 30 3 45 11 93 5 109 7 28 17 52 302 05:30 PM 10 74 17 101 21 22 5 48 21 77 4 102 4 38 17 59 310 Total Volume 51 276 64 391 57 97 24 178 49 333 29 411 23 116 60 199 1179 % App. Total 13 70.6 16.4 32 54.5 13.5 11.9 81 7.1 11.6 58.3 30.2 PHF .797 .873 .842 .931 .679 .808 .750 .927 .583 .895 .558 .943 .821 .763 .882 .843 .951
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 11 - FINAL
Site Code : 00000011
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
LATHAM ST
LATHAM ST
RENGSTORFF AVE
Right
51 Thru
276
Left
64 InOut Total
450 391 841
Right
57 Thru
97 Left
24 OutTotal In
229 178 407
Left
29 Thru
333
Right
49 Out TotalIn
323 411 734
Left
60 Thru
116
Right
23 TotalOut In
177 199 376
Peak Hour Begins at 04:45 PM
Vehicles
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 11 - FINAL
Site Code : 00000011
Start Date : 12/9/2025
Page No : 1
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
LATHAM ST
Westbound
RENGSTORFF AVE
Northbound
LATHAM ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2
07:30 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 1 0 1 3
07:45 AM 0 1 0 0 1 2 3 0 0 5 0 0 0 0 0 0 0 0 0 0 6
Total 0 1 0 0 1 2 7 0 0 9 0 0 0 0 0 0 0 1 0 1 11
08:00 AM 1 12 0 0 13 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 15
08:15 AM 0 5 0 0 5 0 2 0 0 2 0 0 0 0 0 0 1 1 0 2 9
08:30 AM 0 0 0 0 0 0 2 0 0 2 0 1 0 0 1 0 1 0 0 1 4
08:45 AM 0 1 0 0 1 0 2 0 0 2 0 1 0 0 1 0 1 1 0 2 6
Total 1 18 0 0 19 0 8 0 0 8 0 2 0 0 2 0 3 2 0 5 34
09:00 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 3
09:15 AM 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 3 0 0 3 7
09:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
09:45 AM 0 2 0 0 2 0 1 0 0 1 0 2 0 0 2 0 0 1 0 1 6
Total 0 3 0 0 3 0 7 0 0 7 0 2 0 0 2 0 4 1 0 5 17
10:00 AM 1 1 0 0 2 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 4
10:15 AM 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 1 0 1 3
10:30 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2
10:45 AM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1
Total 1 1 0 0 2 0 4 2 0 6 0 0 0 0 0 0 1 1 0 2 10
11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
11:30 AM 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 2
11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0 3
12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 2
12:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2
12:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 4
Total 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 1 6 0 0 7 9
01:00 PM 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 2
01:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
01:30 PM 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 0 3 0 0 3 7
01:45 PM 0 0 1 0 1 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 4
Total 0 0 1 0 1 2 7 0 0 9 0 0 0 0 0 0 4 0 0 4 14
02:00 PM 0 0 0 0 0 0 1 0 0 1 1 2 0 0 3 0 0 0 0 0 4
02:15 PM 0 1 0 0 1 1 0 0 0 1 0 1 0 0 1 0 3 0 0 3 6
02:30 PM 0 1 0 0 1 1 1 0 0 2 1 0 0 0 1 0 3 0 0 3 7
02:45 PM 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 2 0 0 2 4
Total 0 2 0 0 2 2 3 0 0 5 2 4 0 0 6 0 8 0 0 8 21
03:00 PM 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 2
03:15 PM 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 1 0 0 1 4
03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
03:45 PM 0 1 0 0 1 2 1 0 0 3 1 12 0 0 13 0 2 0 0 2 19
Total 0 2 0 0 2 2 3 0 0 5 1 14 0 0 15 0 4 0 0 4 26
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 11 - FINAL
Site Code : 00000011
Start Date : 12/9/2025
Page No : 2
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
LATHAM ST
Westbound
RENGSTORFF AVE
Northbound
LATHAM ST
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 2
04:15 PM 1 0 0 0 1 1 3 0 0 4 0 1 0 0 1 0 0 0 0 0 6
04:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 3
04:45 PM 0 4 1 0 5 0 2 0 0 2 0 1 0 0 1 0 3 0 0 3 11
Total 1 5 1 0 7 2 6 0 0 8 0 2 0 0 2 0 4 1 0 5 22
05:00 PM 1 3 0 0 4 0 0 0 0 0 0 0 1 0 1 0 1 0 0 1 6
05:15 PM 0 2 0 0 2 1 1 0 0 2 0 0 0 0 0 0 2 0 0 2 6
05:30 PM 0 0 0 0 0 0 1 0 0 1 0 2 0 0 2 0 2 0 0 2 5
05:45 PM 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 1 1 0 2 4
Total 1 5 0 0 6 1 3 1 0 5 0 2 1 0 3 0 6 1 0 7 21
06:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 5
06:15 PM 1 3 0 0 4 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 6
06:30 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 2
06:45 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2
Total 1 6 0 0 7 0 2 0 0 2 0 1 0 0 1 0 5 0 0 5 15
Grand Total 5 44 2 0 51 11 53 4 0 68 3 27 1 0 31 1 45 7 0 53 203 Apprch % 9.8 86.3 3.9 0 16.2 77.9 5.9 0 9.7 87.1 3.2 0 1.9 84.9 13.2 0 Total % 2.5 21.7 1 0 25.1 5.4 26.1 2 0 33.5 1.5 13.3 0.5 0 15.3 0.5 22.2 3.4 0 26.1
RENGSTORFF AVE
Southbound
LATHAM ST
Westbound
RENGSTORFF AVE
Northbound
LATHAM ST
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 1 0 1 2 3 0 5 0 0 0 0 0 0 0 0 6
08:00 AM 1 12 0 13 0 2 0 2 0 0 0 0 0 0 0 0 15
08:15 AM 0 5 0 5 0 2 0 2 0 0 0 0 0 1 1 2 9
08:30 AM 0 0 0 0 0 2 0 2 0 1 0 1 0 1 0 1 4
Total Volume 1 18 0 19 2 9 0 11 0 1 0 1 0 2 1 3 34
% App. Total 5.3 94.7 0 18.2 81.8 0 0 100 0 0 66.7 33.3 PHF .250 .375 .000 .365 .250 .750 .000 .550 .000 .250 .000 .250 .000 .500 .250 .375 .567
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 11 - FINAL
Site Code : 00000011
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
LATHAM ST
LATHAM ST
RENGSTORFF AVE
Right
1 Thru
18 Left
0 InOut Total
4 19 23
Right
2 Thru
9 Left
0 OutTotal In
2 11 13
Left
0 Thru
1 Right
0 Out TotalIn
18 1 19
Left
1 Thru
2 Right
0 TotalOut In
10 3 13
Peak Hour Begins at 07:45 AM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:30 PM
01:30 PM 0 0 0 0 1 3 0 4 0 0 0 0 0 3 0 3 7
01:45 PM 0 0 1 1 0 2 0 2 0 0 0 0 0 1 0 1 4
02:00 PM 0 0 0 0 0 1 0 1 1 2 0 3 0 0 0 0 4
02:15 PM 0 1 0 1 1 0 0 1 0 1 0 1 0 3 0 3 6
Total Volume 0 1 1 2 2 6 0 8 1 3 0 4 0 7 0 7 21
% App. Total 0 50 50 25 75 0 25 75 0 0 100 0
PHF .000 .250 .250 .500 .500 .500 .000 .500 .250 .375 .000 .333 .000 .583 .000 .583 .750
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 11 - FINAL
Site Code : 00000011
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
LATHAM ST
LATHAM ST
RENGSTORFF AVE
Right
0 Thru
1 Left
1 InOut Total
5 2 7
Right
2 Thru
6 Left
0 OutTotal In
9 8 17
Left
0 Thru
3 Right
1 Out TotalIn
1 4 5
Left
0 Thru
7 Right
0 TotalOut In
6 7 13
Peak Hour Begins at 01:30 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM 0 1 0 1 2 1 0 3 1 12 0 13 0 2 0 2 19
04:00 PM 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 2
04:15 PM 1 0 0 1 1 3 0 4 0 1 0 1 0 0 0 0 6
04:30 PM 0 1 0 1 0 0 0 0 0 0 0 0 0 1 1 2 3
Total Volume 1 2 0 3 4 5 0 9 1 13 0 14 0 3 1 4 30
% App. Total 33.3 66.7 0 44.4 55.6 0 7.1 92.9 0 0 75 25 PHF .250 .500 .000 .750 .500 .417 .000 .563 .250 .271 .000 .269 .000 .375 .250 .500 .395
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 11 - FINAL
Site Code : 00000011
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
LATHAM ST
LATHAM ST
RENGSTORFF AVE
Right
1 Thru
2 Left
0 InOut Total
18 3 21
Right
4 Thru
5 Left
0 OutTotal In
4 9 13
Left
0 Thru
13 Right
1 Out TotalIn
2 14 16
Left
1 Thru
3 Right
0 TotalOut In
6 4 10
Peak Hour Begins at 03:45 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 1 0 1 2 3 0 5 0 0 0 0 0 0 0 0 6
08:00 AM 1 12 0 13 0 2 0 2 0 0 0 0 0 0 0 0 15
08:15 AM 0 5 0 5 0 2 0 2 0 0 0 0 0 1 1 2 9
08:30 AM 0 0 0 0 0 2 0 2 0 1 0 1 0 1 0 1 4
Total Volume 1 18 0 19 2 9 0 11 0 1 0 1 0 2 1 3 34
% App. Total 5.3 94.7 0 18.2 81.8 0 0 100 0 0 66.7 33.3 PHF .250 .375 .000 .365 .250 .750 .000 .550 .000 .250 .000 .250 .000 .500 .250 .375 .567
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 11 - FINAL
Site Code : 00000011
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
LATHAM ST
LATHAM ST
RENGSTORFF AVE
Right
1 Thru
18 Left
0 InOut Total
4 19 23
Right
2 Thru
9 Left
0 OutTotal In
2 11 13
Left
0 Thru
1 Right
0 Out TotalIn
18 1 19
Left
1 Thru
2 Right
0 TotalOut In
10 3 13
Peak Hour Begins at 07:45 AM
Bikes
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 12 - FINAL
Site Code : 00000012
Start Date : 12/9/2025
Page No : 1
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
W EL CAMINO REAL
Westbound Northbound
W EL CAMINO REAL
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 8 0 18 0 26 21 130 7 0 158 0 0 0 0 0 0 61 4 1 66 250 07:15 AM 19 0 29 2 50 22 159 5 0 186 0 0 0 0 0 0 74 5 0 79 315 07:30 AM 26 0 47 1 74 27 229 7 0 263 0 0 0 0 0 0 107 5 1 113 450 07:45 AM 28 0 49 5 82 32 233 6 0 271 0 0 0 0 0 0 134 9 3 146 499 Total 81 0 143 8 232 102 751 25 0 878 0 0 0 0 0 0 376 23 5 404 1514 08:00 AM 63 0 92 0 155 38 187 13 0 238 0 0 0 0 0 0 126 28 8 162 555 08:15 AM 77 0 82 5 164 47 236 13 0 296 0 0 0 0 0 0 214 46 10 270 730 08:30 AM 39 0 38 0 77 51 228 9 0 288 0 0 0 0 0 0 190 43 3 236 601 08:45 AM 26 0 33 4 63 50 267 6 0 323 0 0 0 0 0 0 152 22 5 179 565 Total 205 0 245 9 459 186 918 41 0 1145 0 0 0 0 0 0 682 139 26 847 2451 09:00 AM 23 0 43 3 69 42 193 3 0 238 0 0 0 0 0 0 169 18 1 188 495 09:15 AM 23 0 36 0 59 31 163 11 0 205 0 0 0 0 0 0 158 17 0 175 439 09:30 AM 16 0 37 4 57 51 235 11 0 297 0 0 0 0 0 0 157 11 1 169 523 09:45 AM 29 0 55 2 86 30 208 2 0 240 0 0 0 0 0 0 143 14 1 158 484 Total 91 0 171 9 271 154 799 27 0 980 0 0 0 0 0 0 627 60 3 690 1941 10:00 AM 13 0 30 5 48 39 177 8 0 224 0 0 0 0 0 0 179 20 3 202 474 10:15 AM 15 0 48 3 66 34 156 8 0 198 0 0 0 0 0 0 150 12 2 164 428 10:30 AM 14 0 25 4 43 47 210 7 0 264 0 0 0 0 0 0 197 19 3 219 526 10:45 AM 10 0 36 3 49 52 195 4 0 251 0 0 0 0 0 0 178 17 1 196 496 Total 52 0 139 15 206 172 738 27 0 937 0 0 0 0 0 0 704 68 9 781 1924 11:00 AM 21 0 26 0 47 41 160 10 0 211 0 0 0 0 0 0 147 18 1 166 424 11:15 AM 20 0 52 0 72 38 148 10 0 196 0 0 0 0 0 0 163 19 2 184 452 11:30 AM 19 0 49 1 69 49 194 5 2 250 0 0 0 0 0 0 173 22 5 200 519 11:45 AM 18 0 53 4 75 32 203 3 2 240 0 0 0 0 0 0 190 15 2 207 522 Total 78 0 180 5 263 160 705 28 4 897 0 0 0 0 0 0 673 74 10 757 1917 12:00 PM 23 0 52 6 81 43 143 13 0 199 0 0 0 0 0 0 157 27 5 189 469 12:15 PM 16 0 45 12 73 34 201 10 0 245 0 0 0 0 0 0 195 25 4 224 542 12:30 PM 18 0 35 1 54 41 164 11 0 216 0 0 0 0 0 0 190 23 0 213 483 12:45 PM 27 0 57 1 85 32 207 11 0 250 0 0 0 0 0 0 224 29 2 255 590 Total 84 0 189 20 293 150 715 45 0 910 0 0 0 0 0 0 766 104 11 881 2084 01:00 PM 20 0 48 1 69 36 178 13 0 227 0 0 0 0 0 0 146 18 2 166 462 01:15 PM 30 0 55 1 86 49 189 11 0 249 0 0 0 0 0 0 194 22 0 216 551 01:30 PM 26 0 42 2 70 50 147 6 0 203 0 0 0 0 0 0 228 12 1 241 514 01:45 PM 29 0 41 6 76 54 174 7 0 235 0 0 0 0 0 0 175 25 0 200 511 Total 105 0 186 10 301 189 688 37 0 914 0 0 0 0 0 0 743 77 3 823 2038 02:00 PM 28 0 50 3 81 56 167 11 0 234 0 0 0 0 0 0 194 36 0 230 545 02:15 PM 20 0 52 1 73 31 163 13 1 208 0 0 0 0 0 0 256 27 4 287 568 02:30 PM 16 0 38 2 56 42 190 3 0 235 0 0 0 0 0 0 186 33 1 220 511 02:45 PM 28 0 57 2 87 41 205 6 0 252 0 0 0 0 0 0 192 26 1 219 558 Total 92 0 197 8 297 170 725 33 1 929 0 0 0 0 0 0 828 122 6 956 2182 03:00 PM 30 0 43 2 75 50 172 11 0 233 0 0 0 0 0 0 215 29 4 248 556 03:15 PM 28 0 49 3 80 52 193 10 1 256 0 0 0 0 0 0 204 30 3 237 573 03:30 PM 49 0 51 5 105 52 242 11 0 305 0 0 0 0 0 0 251 42 4 297 707 03:45 PM 36 0 44 8 88 49 229 7 0 285 0 0 0 0 0 0 302 59 6 367 740 Total 143 0 187 18 348 203 836 39 1 1079 0 0 0 0 0 0 972 160 17 1149 2576
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 12 - FINAL
Site Code : 00000012
Start Date : 12/9/2025
Page No : 2
Groups Printed- Vehicles
RENGSTORFF AVE
Southbound
W EL CAMINO REAL
Westbound Northbound
W EL CAMINO REAL
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 45 0 44 4 93 53 176 11 0 240 0 0 0 0 0 0 251 62 8 321 654 04:15 PM 34 0 51 2 87 47 193 6 0 246 0 0 0 0 0 0 237 43 8 288 621 04:30 PM 40 0 52 2 94 48 187 6 0 241 0 0 0 0 0 0 270 43 2 315 650 04:45 PM 46 0 46 3 95 60 255 4 0 319 0 0 0 0 0 0 280 45 2 327 741 Total 165 0 193 11 369 208 811 27 0 1046 0 0 0 0 0 0 1038 193 20 1251 2666 05:00 PM 28 0 38 1 67 43 198 10 0 251 0 0 0 0 0 0 262 53 4 319 637 05:15 PM 37 0 43 4 84 43 184 12 0 239 0 0 0 0 0 0 336 69 7 412 735 05:30 PM 37 0 45 2 84 44 234 7 0 285 0 0 0 0 0 0 260 54 0 314 683 05:45 PM 21 0 28 4 53 45 234 10 0 289 0 0 0 0 0 0 262 28 1 291 633 Total 123 0 154 11 288 175 850 39 0 1064 0 0 0 0 0 0 1120 204 12 1336 2688 06:00 PM 31 0 55 2 88 43 216 10 0 269 0 0 0 0 0 0 291 47 4 342 699 06:15 PM 31 0 59 0 90 45 258 11 0 314 0 0 0 0 0 0 208 49 0 257 661 06:30 PM 18 0 37 1 56 50 198 8 0 256 0 0 0 0 0 0 281 55 1 337 649 06:45 PM 23 0 27 2 52 46 224 10 0 280 0 0 0 0 0 0 204 32 0 236 568 Total 103 0 178 5 286 184 896 39 0 1119 0 0 0 0 0 0 984 183 5 1172 2577 Grand Total 1322 0 2162 129 3613 2053 9432 407 6 11898 0 0 0 0 0 0 9513 1407 127 11047 26558 Apprch % 36.6 0 59.8 3.6 17.3 79.3 3.4 0.1 0 0 0 0 0 86.1 12.7 1.1 Total % 5 0 8.1 0.5 13.6 7.7 35.5 1.5 0 44.8 0 0 0 0 0 0 35.8 5.3 0.5 41.6
RENGSTORFF AVE
Southbound
W EL CAMINO REAL
Westbound Northbound
W EL CAMINO REAL
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM
08:00 AM 63 0 92 155 38 187 13 238 0 0 0 0 0 126 28 154 547 08:15 AM 77 0 82 159 47 236 13 296 0 0 0 0 0 214 46 260 715 08:30 AM 39 0 38 77 51 228 9 288 0 0 0 0 0 190 43 233 598 08:45 AM 26 0 33 59 50 267 6 323 0 0 0 0 0 152 22 174 556 Total Volume 205 0 245 450 186 918 41 1145 0 0 0 0 0 682 139 821 2416 % App. Total 45.6 0 54.4 16.2 80.2 3.6 0 0 0 0 83.1 16.9 PHF .666 .000 .666 .708 .912 .860 .788 .886 .000 .000 .000 .000 .000 .797 .755 .789 .845
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 12 - FINAL
Site Code : 00000012
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
W EL CAMINO REAL
W EL CAMINO REAL
Right
205
Thru
0 Left
245
InOut Total
325 450 775
Right
186
Thru
918
Left
41 OutTotal In
927 1145 2072
Left
0 Thru
0 Right
0 Out TotalIn
41 0 41
Left
139
Thru
682
Right
0 TotalOut In
1123 821 1944
Peak Hour Begins at 08:00 AM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:00 PM
02:00 PM 28 0 50 78 56 167 11 234 0 0 0 0 0 194 36 230 542 02:15 PM 20 0 52 72 31 163 13 207 0 0 0 0 0 256 27 283 562 02:30 PM 16 0 38 54 42 190 3 235 0 0 0 0 0 186 33 219 508 02:45 PM 28 0 57 85 41 205 6 252 0 0 0 0 0 192 26 218 555 Total Volume 92 0 197 289 170 725 33 928 0 0 0 0 0 828 122 950 2167 % App. Total 31.8 0 68.2 18.3 78.1 3.6 0 0 0 0 87.2 12.8 PHF .821 .000 .864 .850 .759 .884 .635 .921 .000 .000 .000 .000 .000 .809 .847 .839 .964
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 12 - FINAL
Site Code : 00000012
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
W EL CAMINO REAL
W EL CAMINO REAL
Right
92 Thru
0 Left
197
InOut Total
292 289 581
Right
170
Thru
725
Left
33 OutTotal In
1025 928 1953
Left
0 Thru
0 Right
0 Out TotalIn
33 0 33
Left
122
Thru
828
Right
0 TotalOut In
817 950 1767
Peak Hour Begins at 02:00 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 46 0 46 92 60 255 4 319 0 0 0 0 0 280 45 325 736 05:00 PM 28 0 38 66 43 198 10 251 0 0 0 0 0 262 53 315 632 05:15 PM 37 0 43 80 43 184 12 239 0 0 0 0 0 336 69 405 724 05:30 PM 37 0 45 82 44 234 7 285 0 0 0 0 0 260 54 314 681 Total Volume 148 0 172 320 190 871 33 1094 0 0 0 0 0 1138 221 1359 2773 % App. Total 46.2 0 53.8 17.4 79.6 3 0 0 0 0 83.7 16.3 PHF .804 .000 .935 .870 .792 .854 .688 .857 .000 .000 .000 .000 .000 .847 .801 .839 .942
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 12 - FINAL
Site Code : 00000012
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
W EL CAMINO REAL
W EL CAMINO REAL
Right
148
Thru
0 Left
172
InOut Total
411 320 731
Right
190
Thru
871
Left
33 OutTotal In
1310 1094 2404
Left
0 Thru
0 Right
0 Out TotalIn
33 0 33
Left
221
Thru
1138
Right
0 TotalOut In
1019 1359 2378
Peak Hour Begins at 04:45 PM
Vehicles
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM
04:45 PM 46 0 46 92 60 255 4 319 0 0 0 0 0 280 45 325 736 05:00 PM 28 0 38 66 43 198 10 251 0 0 0 0 0 262 53 315 632 05:15 PM 37 0 43 80 43 184 12 239 0 0 0 0 0 336 69 405 724 05:30 PM 37 0 45 82 44 234 7 285 0 0 0 0 0 260 54 314 681 Total Volume 148 0 172 320 190 871 33 1094 0 0 0 0 0 1138 221 1359 2773 % App. Total 46.2 0 53.8 17.4 79.6 3 0 0 0 0 83.7 16.3 PHF .804 .000 .935 .870 .792 .854 .688 .857 .000 .000 .000 .000 .000 .847 .801 .839 .942
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 12 - FINAL
Site Code : 00000012
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
W EL CAMINO REAL
W EL CAMINO REAL
Right
148
Thru
0 Left
172
InOut Total
411 320 731
Right
190
Thru
871
Left
33 OutTotal In
1310 1094 2404
Left
0 Thru
0 Right
0 Out TotalIn
33 0 33
Left
221
Thru
1138
Right
0 TotalOut In
1019 1359 2378
Peak Hour Begins at 04:45 PM
Vehicles
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 12 - FINAL
Site Code : 00000012
Start Date : 12/9/2025
Page No : 1
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
W EL CAMINO REAL
Westbound Northbound
W EL CAMINO REAL
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
07:15 AM 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 3
07:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
07:45 AM 2 0 0 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3
Total 2 0 0 0 2 1 4 0 0 5 0 0 0 0 0 0 0 0 0 0 7
08:00 AM 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
08:15 AM 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 3
08:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
08:45 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2
Total 2 0 0 0 2 1 4 0 0 5 0 0 0 0 0 0 0 1 0 1 8
09:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
09:30 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2
09:45 AM 1 0 0 0 1 1 0 0 0 1 0 0 0 0 0 0 1 1 0 2 4
Total 1 0 0 0 1 1 3 0 0 4 0 0 0 0 0 0 2 1 0 3 8
10:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
10:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
10:30 AM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 3
10:45 AM 1 0 0 0 1 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 3
Total 1 0 0 0 1 1 5 0 0 6 0 0 0 0 0 0 1 0 0 1 8
11:00 AM 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2
11:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1
11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 1 0 0 0 1 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 3
12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
12:15 PM 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 5
12:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 1 0 1 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 6
01:00 PM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 3
01:15 PM 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 0 0 0 0 3
01:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 1 5 0 0 6 0 0 0 0 0 0 0 0 0 0 6
02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
02:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2
02:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
02:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 2 0 3 4
03:00 PM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1
03:15 PM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 2
03:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
Total 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 1 1 0 2 4
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 12 - FINAL
Site Code : 00000012
Start Date : 12/9/2025
Page No : 2
Groups Printed- Bikes
RENGSTORFF AVE
Southbound
W EL CAMINO REAL
Westbound Northbound
W EL CAMINO REAL
Eastbound
Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 04:00 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2
04:15 PM 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 3 0 0 3 6
04:30 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2
04:45 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
Total 0 0 2 0 2 1 4 0 0 5 0 0 0 0 0 0 4 0 0 4 11
05:00 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2
05:15 PM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1
05:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 3
06:00 PM 0 0 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
06:15 PM 0 0 2 0 2 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 3
06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Total 0 0 4 0 4 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 5
Grand Total 7 0 9 0 16 8 33 0 0 41 0 0 0 0 0 0 10 6 0 16 73 Apprch % 43.8 0 56.2 0 19.5 80.5 0 0 0 0 0 0 0 62.5 37.5 0 Total % 9.6 0 12.3 0 21.9 11 45.2 0 0 56.2 0 0 0 0 0 0 13.7 8.2 0 21.9
RENGSTORFF AVE
Southbound
W EL CAMINO REAL
Westbound Northbound
W EL CAMINO REAL
Eastbound
Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 10:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 0 0 0 0 1 2 0 3 0 0 0 0 0 0 0 0 3
07:30 AM 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 1
07:45 AM 2 0 0 2 0 1 0 1 0 0 0 0 0 0 0 0 3
08:00 AM 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2
Total Volume 4 0 0 4 1 4 0 5 0 0 0 0 0 0 0 0 9
% App. Total 100 0 0 20 80 0 0 0 0 0 0 0
PHF .500 .000 .000 .500 .250 .500 .000 .417 .000 .000 .000 .000 .000 .000 .000 .000 .750
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 12 - FINAL
Site Code : 00000012
Start Date : 12/9/2025
Page No : 3
RENGSTORFF AVE
W EL CAMINO REAL
W EL CAMINO REAL
Right
4 Thru
0 Left
0 InOut Total
1 4 5
Right
1 Thru
4 Left
0 OutTotal In
0 5 5
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
0 Thru
0 Right
0 TotalOut In
8 0 8
Peak Hour Begins at 07:15 AM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 11:00 AM to 02:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:15 PM
12:15 PM 0 0 0 0 0 4 0 4 0 0 0 0 0 1 0 1 5
12:30 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1
12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
01:00 PM 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 3
Total Volume 0 0 1 1 0 7 0 7 0 0 0 0 0 1 0 1 9
% App. Total 0 0 100 0 100 0 0 0 0 0 100 0
PHF .000 .000 .250 .250 .000 .438 .000 .438 .000 .000 .000 .000 .000 .250 .000 .250 .450
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 12 - FINAL
Site Code : 00000012
Start Date : 12/9/2025
Page No : 4
RENGSTORFF AVE
W EL CAMINO REAL
W EL CAMINO REAL
Right
0 Thru
0 Left
1 InOut Total
0 1 1
Right
0 Thru
7 Left
0 OutTotal In
2 7 9
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
0 Thru
1 Right
0 TotalOut In
7 1 8
Peak Hour Begins at 12:15 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 03:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
04:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
04:15 PM 0 0 0 0 1 2 0 3 0 0 0 0 0 3 0 3 6
04:30 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 1 0 1 2
Total Volume 0 0 1 1 1 4 0 5 0 0 0 0 0 4 1 5 11
% App. Total 0 0 100 20 80 0 0 0 0 0 80 20
PHF .000 .000 .250 .250 .250 .500 .000 .417 .000 .000 .000 .000 .000 .333 .250 .417 .458
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 12 - FINAL
Site Code : 00000012
Start Date : 12/9/2025
Page No : 5
RENGSTORFF AVE
W EL CAMINO REAL
W EL CAMINO REAL
Right
0 Thru
0 Left
1 InOut Total
2 1 3
Right
1 Thru
4 Left
0 OutTotal In
5 5 10
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
1 Thru
4 Right
0 TotalOut In
4 5 9
Peak Hour Begins at 03:45 PM
Bikes
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1
04:00 PM 0 0 0 0 0 2 0 2 0 0 0 0 0 0 0 0 2
04:15 PM 0 0 0 0 1 2 0 3 0 0 0 0 0 3 0 3 6
04:30 PM 0 0 1 1 0 0 0 0 0 0 0 0 0 1 0 1 2
Total Volume 0 0 1 1 1 4 0 5 0 0 0 0 0 4 1 5 11
% App. Total 0 0 100 20 80 0 0 0 0 0 80 20
PHF .000 .000 .250 .250 .250 .500 .000 .417 .000 .000 .000 .000 .000 .333 .250 .417 .458
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
File Name : 12 - FINAL
Site Code : 00000012
Start Date : 12/9/2025
Page No : 6
RENGSTORFF AVE
W EL CAMINO REAL
W EL CAMINO REAL
Right
0 Thru
0 Left
1 InOut Total
2 1 3
Right
1 Thru
4 Left
0 OutTotal In
5 5 10
Left
0 Thru
0 Right
0 Out TotalIn
0 0 0
Left
1 Thru
4 Right
0 TotalOut In
4 5 9
Peak Hour Begins at 03:45 PM
Bikes
Peak Hour Data
North
TRAFFIC DATA SERVICE
6280 San Ignacio Ave Suite C
San Jose, CA 95119
[email protected]
Appendix B: HCM Reports
64 HCM Signalized Intersection Capacity Analysis
1: El Camino Real & Rengstorff Ave 05/12/2026
No Build AM 11:45 am 11/26/2025 Baseline Synchro 12 Report
Movement EBL EBT WBU WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 166 682 41 918 233 256 208
Future Volume (vph) 166 682 41 918 233 256 208
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.7 10.1 4.7 10.1 4.7 4.7
Lane Util. Factor 0.97 0.91 1.00 0.91 0.97 1.00
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.96
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.97 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 3433 5085 1770 4918 3433 1526
Flt Permitted 0.95 1.00 0.33 1.00 0.95 1.00
Satd. Flow (perm) 3433 5085 621 4918 3433 1526
Peak-hour factor, PHF 0.84 0.84 0.84 0.84 0.84 0.84 0.84 Adj. Flow (vph) 198 812 49 1093 277 305 248
RTOR Reduction (vph) 0 0 0 13 0 0 161
Lane Group Flow (vph) 198 812 49 1357 0 305 87
Confl. Peds. (#/hr) 9
Confl. Bikes (#/hr) 4
Turn Type Prot NA custom NA Perm Perm
Protected Phases 5 2 6
Permitted Phases 1 4 4
Actuated Green, G (s) 15.8 127.7 13.3 125.2 19.5 19.5
Effective Green, g (s) 15.8 127.7 13.3 125.2 19.5 19.5
Actuated g/C Ratio 0.09 0.71 0.07 0.70 0.11 0.11
Clearance Time (s) 4.7 10.1 4.7 10.1 4.7 4.7
Vehicle Extension (s) 1.3 3.0 1.0 3.0 1.0 1.0
Lane Grp Cap (vph) 301 3607 45 3420 371 165
v/s Ratio Prot c0.06 0.16 c0.28
v/s Ratio Perm c0.08 c0.09 0.06
v/c Ratio 0.66 0.23 1.09 0.40 0.82 0.52
Uniform Delay, d1 79.5 9.0 83.4 11.5 78.6 75.9
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 3.9 0.1 161.4 0.3 13.0 1.4
Delay (s) 83.4 9.2 244.8 11.9 91.6 77.3
Level of Service F A F B F E
Approach Delay (s/veh) 23.7 19.9 85.2
Approach LOS C B F
Intersection Summary
HCM 2000 Control Delay (s/veh) 33.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.54
Actuated Cycle Length (s) 180.0 Sum of lost time (s) 19.5 Intersection Capacity Utilization 62.5% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2: Rengstorff Ave & Latham St 05/12/2026
No Build AM 11:45 am 11/26/2025 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 65 50 62 32 71 114 24 363 12 42 370 36 Future Volume (vph) 65 50 62 32 71 114 24 363 12 42 370 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.5 5.5 5.5 5.5
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.98 1.00 0.97 1.00 1.00 1.00 0.99 Flpb, ped/bikes 0.98 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.92 1.00 0.91 1.00 1.00 1.00 0.99
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1739 1678 1745 1644 1770 3512 1770 3469 Flt Permitted 0.47 1.00 0.62 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 859 1678 1148 1644 1770 3512 1770 3469 Peak-hour factor, PHF 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 0.82 Adj. Flow (vph) 79 61 76 39 87 139 29 443 15 51 451 44
RTOR Reduction (vph) 0 39 0 0 50 0 0 2 0 0 6 0
Lane Group Flow (vph) 79 98 0 39 176 0 29 456 0 51 489 0 Confl. Peds. (#/hr) 22 14 14 22 16 26 26 16
Confl. Bikes (#/hr) 3 8 2 18
Turn Type Perm NA Perm NA Prot NA Prot NA
Protected Phases 8 4 1 6 5 2
Permitted Phases 8 4
Actuated Green, G (s) 30.0 30.0 30.0 30.0 24.5 44.5 24.5 44.5 Effective Green, g (s) 30.0 30.0 30.0 30.0 24.5 44.5 24.5 44.5 Actuated g/C Ratio 0.26 0.26 0.26 0.26 0.21 0.39 0.21 0.39 Clearance Time (s) 5.0 5.0 5.0 5.0 5.5 5.5 5.5 5.5
Lane Grp Cap (vph) 224 437 299 428 377 1358 377 1342
v/s Ratio Prot 0.06 c0.11 0.02 0.13 c0.03 c0.14
v/s Ratio Perm 0.09 0.03
v/c Ratio 0.35 0.22 0.13 0.41 0.08 0.34 0.14 0.36
Uniform Delay, d1 34.6 33.4 32.5 35.2 36.2 24.8 36.7 25.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 4.3 1.2 0.9 2.9 0.4 0.7 0.7 0.8
Delay (s) 38.9 34.5 33.4 38.1 36.6 25.5 37.4 25.9
Level of Service D C C D D C D C
Approach Delay (s/veh) 36.1 37.4 26.2 27.0
Approach LOS D D C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 29.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.32
Actuated Cycle Length (s) 115.0 Sum of lost time (s) 16.0 Intersection Capacity Utilization 75.0% ICU Level of Service D Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3: Rengstorff Ave & California St 05/12/2026
No Build AM 11:45 am 11/26/2025 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 143 215 56 58 261 134 52 451 39 84 334 130 Future Volume (vph) 143 215 56 58 261 134 52 451 39 84 334 130 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 9.1 4.2 9.1 4.2 9.1 4.2 9.1
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.98 1.00 0.99 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 0.95 1.00 0.99 1.00 0.96
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 1792 1770 1737 1770 3476 1770 3315 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 1770 1792 1770 1737 1770 3476 1770 3315 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 154 231 60 62 281 144 56 485 42 90 359 140 RTOR Reduction (vph) 0 8 0 0 16 0 0 5 0 0 34 0
Lane Group Flow (vph) 154 283 0 62 409 0 56 522 0 90 465 0 Confl. Peds. (#/hr) 27 16 16 27 17 23 23 17
Confl. Bikes (#/hr) 6 12 6 19
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 3 8 7 4 1 6 5 2
Permitted Phases
Actuated Green, G (s) 13.8 36.1 9.6 31.9 13.2 33.9 13.8 34.5 Effective Green, g (s) 13.8 36.1 9.6 31.9 13.2 33.9 13.8 34.5 Actuated g/C Ratio 0.12 0.30 0.08 0.27 0.11 0.28 0.12 0.29 Clearance Time (s) 4.2 9.1 4.2 9.1 4.2 9.1 4.2 9.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 203 539 141 461 194 981 203 953
v/s Ratio Prot c0.09 c0.16 0.04 c0.24 0.03 c0.15 c0.05 0.14 v/s Ratio Perm
v/c Ratio 0.76 0.52 0.44 0.89 0.29 0.53 0.44 0.49
Uniform Delay, d1 51.5 34.8 52.6 42.3 49.1 36.4 49.5 35.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.88 0.84 Incremental Delay, d2 23.0 0.9 9.6 18.2 3.7 2.1 6.8 1.8 Delay (s) 74.5 35.7 62.3 60.5 52.8 38.4 50.3 31.6
Level of Service E D E E D D D C
Approach Delay (s/veh) 49.2 60.8 39.8 34.5
Approach LOS D E D C
Intersection Summary
HCM 2000 Control Delay (s/veh) 45.1 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.66
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.6 Intersection Capacity Utilization 86.8% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4: Rengstorff Ave & Stanford Ave 05/12/2026
No Build AM 11:45 am 11/26/2025 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 38 1 26 5 0 16 12 704 12 27 517 8
Future Volume (vph) 38 1 26 5 0 16 12 704 12 27 517 8
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.6 4.0 4.6 4.0 5.1 4.0 5.1
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.97 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.86 1.00 0.85 1.00 1.00 1.00 1.00
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 1549 1770 1545 1770 3527 1770 3527 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 1770 1549 1770 1545 1770 3527 1770 3527 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 41 1 28 5 0 17 13 765 13 29 562 9
RTOR Reduction (vph) 0 26 0 0 16 0 0 1 0 0 1 0
Lane Group Flow (vph) 41 3 0 5 1 0 13 777 0 29 570 0
Confl. Peds. (#/hr) 11 15 15 11 14 12 12 14
Confl. Bikes (#/hr) 7 19
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases
Actuated Green, G (s) 7.7 9.7 1.8 3.8 3.6 85.7 5.1 87.2 Effective Green, g (s) 7.7 9.7 1.8 3.8 3.6 85.7 5.1 87.2 Actuated g/C Ratio 0.06 0.08 0.02 0.03 0.03 0.71 0.04 0.73 Clearance Time (s) 4.0 4.6 4.0 4.6 4.0 5.1 4.0 5.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0
Lane Grp Cap (vph) 113 125 26 48 53 2518 75 2562
v/s Ratio Prot c0.02 c0.00 0.00 0.00 0.01 c0.22 c0.02 0.16 v/s Ratio Perm
v/c Ratio 0.36 0.03 0.19 0.01 0.25 0.31 0.39 0.22
Uniform Delay, d1 53.8 50.8 58.4 56.3 56.9 6.3 55.9 5.3 Progression Factor 1.00 1.00 1.00 1.00 0.85 1.41 1.00 1.00 Incremental Delay, d2 2.0 0.1 3.6 0.1 1.9 0.3 3.3 0.2
Delay (s) 55.8 50.9 62.0 56.4 50.0 9.1 59.2 5.5
Level of Service E D E E D A E A
Approach Delay (s/veh) 53.8 57.6 9.8 8.1
Approach LOS D E A A
Intersection Summary
HCM 2000 Control Delay (s/veh) 11.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.31
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 17.7 Intersection Capacity Utilization 46.3% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5: Rengstorff Ave & Central Expy 05/12/2026
No Build AM 11:45 am 11/26/2025 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 85 548 59 120 1165 133 127 512 119 43 373 123 Future Volume (vph) 85 548 59 120 1165 133 127 512 119 43 373 123 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.9 4.5 5.4 5.1 5.1 5.0 5.8 4.8 5.8 Lane Util. Factor 1.00 0.95 1.00 0.91 0.91 0.97 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 1.00 0.94 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 1.00 0.85 1.00 0.97 1.00 0.96
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 3468 1770 3382 1356 3433 3428 1770 3392 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 3468 1770 3382 1356 3433 3428 1770 3392 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 87 559 60 122 1189 136 130 522 121 44 381 126 RTOR Reduction (vph) 0 5 0 0 1 61 0 12 0 0 19 0
Lane Group Flow (vph) 87 614 0 122 1202 61 130 631 0 44 488 0 Confl. Peds. (#/hr) 31 27 27 31 5 5
Confl. Bikes (#/hr) 5 2 8 2
Turn Type Prot NA Prot NA Perm Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8
Actuated Green, G (s) 14.6 45.5 24.6 55.4 55.4 25.0 54.2 25.2 54.2 Effective Green, g (s) 14.6 45.5 24.6 55.4 55.4 25.0 54.2 25.2 54.2 Actuated g/C Ratio 0.09 0.27 0.14 0.33 0.33 0.15 0.32 0.15 0.32 Clearance Time (s) 4.9 4.5 5.4 5.1 5.1 5.0 5.8 4.8 5.8
Vehicle Extension (s) 4.0 4.0 4.0 4.0 4.0 3.0 6.0 3.0 6.0 Lane Grp Cap (vph) 152 928 256 1102 441 504 1092 262 1081 v/s Ratio Prot c0.05 0.18 0.07 c0.36 c0.04 c0.18 0.02 0.14 v/s Ratio Perm 0.05
v/c Ratio 0.57 0.66 0.48 1.09 0.14 0.26 0.58 0.17 0.45
Uniform Delay, d1 74.7 55.4 66.8 57.3 40.5 64.3 48.4 63.2 46.1 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 6.1 2.0 6.2 55.4 0.7 1.2 2.2 1.4 1.4 Delay (s) 80.8 57.4 73.0 112.7 41.1 65.5 50.6 64.6 47.4 Level of Service F E E F D E D E D
Approach Delay (s/veh) 60.2 103.3 53.1 48.8
Approach LOS E F D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 74.8 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.71
Actuated Cycle Length (s) 170.0 Sum of lost time (s) 20.8 Intersection Capacity Utilization 83.0% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
6: Rengstorff Ave & Montecito Ave 05/12/2026
No Build AM 11:45 am 11/26/2025 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 18 9 10 91 9 83 13 668 49 36 438 7 Future Volume (vph) 18 9 10 91 9 83 13 668 49 36 438 7
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 4.6 4.6 4.6 5.1 5.1 5.1 5.1
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.97 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 0.99 1.00 1.00 1.00 0.99 1.00 1.00 1.00 Frt 1.00 0.92 1.00 0.86 1.00 0.99 1.00 1.00
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1755 1657 1770 1578 1756 3494 1766 3528 Flt Permitted 0.73 1.00 0.09 1.00 0.41 1.00 0.24 1.00
Satd. Flow (perm) 1343 1657 165 1578 759 3494 447 3528
Peak-hour factor, PHF 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Adj. Flow (vph) 20 10 11 102 10 93 15 751 55 40 492 8
RTOR Reduction (vph) 0 10 0 0 56 0 0 3 0 0 1 0
Lane Group Flow (vph) 20 11 0 102 47 0 15 803 0 40 499 0 Confl. Peds. (#/hr) 8 7 7 8 8 4 4 8
Confl. Bikes (#/hr) 10 2 9 3
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4 3 2 2
Permitted Phases 4 3 2 2
Actuated Green, G (s) 5.5 5.5 45.1 45.1 48.5 48.5 48.5 48.5 Effective Green, g (s) 5.5 5.5 45.1 45.1 48.5 48.5 48.5 48.5 Actuated g/C Ratio 0.05 0.05 0.40 0.40 0.43 0.43 0.43 0.43 Clearance Time (s) 4.6 4.6 4.6 4.6 5.1 5.1 5.1 5.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0
Lane Grp Cap (vph) 65 80 65 627 324 1494 191 1508
v/s Ratio Prot 0.01 0.03 c0.23 0.14
v/s Ratio Perm c0.01 c0.62 0.02 0.09
v/c Ratio 0.31 0.13 1.57 0.07 0.05 0.54 0.21 0.33
Uniform Delay, d1 52.1 51.7 34.2 21.2 18.9 24.1 20.4 21.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.7 0.7 317.7 0.1 0.3 1.4 2.5 0.6 Delay (s) 54.8 52.4 351.9 21.3 19.2 25.5 22.9 22.2
Level of Service D D F C B C C C
Approach Delay (s/veh) 53.6 185.7 25.4 22.3
Approach LOS D F C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 45.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.99
Actuated Cycle Length (s) 113.4 Sum of lost time (s) 14.3 Intersection Capacity Utilization 52.4% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Unsignalized Intersection Capacity Analysis
7: Rengstorff Ave & Jane Lane 05/12/2026
No Build AM 11:45 am 11/26/2025 Baseline Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 65 22 22 747 459 50
Future Volume (Veh/h) 65 22 22 747 459 50
Sign Control Stop Free Free
Grade 0% 0% 0%
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Hourly flow rate (vph) 76 26 26 879 540 59
Pedestrians 5
Lane Width (ft) 12.0
Walking Speed (ft/s) 3.5
Percent Blockage 0
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft) 604 1254
pX, platoon unblocked 0.84 0.99 0.99
vC, conflicting volume 1061 305 599
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 627 266 565
tC, single (s) 6.8 6.9 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 78 96 97
cM capacity (veh/h) 342 718 989
Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2
Volume Total 102 319 586 360 239
Volume Left 76 26 0 0 0
Volume Right 26 0 0 0 59
cSH 394 989 1700 1700 1700
Volume to Capacity 0.26 0.03 0.34 0.21 0.14
Queue Length 95th (ft) 25 2 0 0 0
Control Delay (s/veh) 17.3 1.0 0.0 0.0 0.0
Lane LOS C A
Approach Delay (s/veh) 17.3 0.3 0.0
Approach LOS C
Intersection Summary
Average Delay 1.3
Intersection Capacity Utilization 49.5% ICU Level of Service A Analysis Period (min) 15
HCM Signalized Intersection Capacity Analysis
8: Rengstorff Ave & W Middlefield Rd 05/12/2026
No Build AM 11:45 am 11/26/2025 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 134 186 56 153 309 151 71 689 52 44 300 23 Future Volume (vph) 134 186 56 153 309 151 71 689 52 44 300 23 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 5.1 4.6 5.1 4.6 5.1 4.6 5.1
Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.97 1.00 0.95 1.00 0.99 1.00 0.99
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 3393 1770 3346 1770 3495 1770 3494 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 1770 3393 1770 3346 1770 3495 1770 3494 Peak-hour factor, PHF 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Adj. Flow (vph) 149 207 62 170 343 168 79 766 58 49 333 26 RTOR Reduction (vph) 0 28 0 0 60 0 0 3 0 0 4 0
Lane Group Flow (vph) 149 241 0 170 451 0 79 821 0 49 355 0 Confl. Peds. (#/hr) 4 14 14 4 11 13 13 11
Confl. Bikes (#/hr) 3 1 3 1
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases
Actuated Green, G (s) 13.9 22.8 14.4 23.3 9.4 55.4 8.0 54.0 Effective Green, g (s) 13.9 22.8 14.4 23.3 9.4 55.4 8.0 54.0 Actuated g/C Ratio 0.12 0.19 0.12 0.19 0.08 0.46 0.07 0.45 Clearance Time (s) 4.6 5.1 4.6 5.1 4.6 5.1 4.6 5.1
Vehicle Extension (s) 3.0 4.0 3.0 4.0 3.0 4.0 3.0 4.0
Lane Grp Cap (vph) 205 644 212 649 138 1613 118 1572
v/s Ratio Prot 0.08 0.07 c0.10 c0.13 c0.04 c0.23 0.03 0.10 v/s Ratio Perm
v/c Ratio 0.73 0.37 0.80 0.70 0.57 0.51 0.42 0.23
Uniform Delay, d1 51.2 42.4 51.4 45.0 53.4 22.7 53.8 20.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 12.1 0.5 19.2 3.5 5.6 1.2 2.4 0.1 Delay (s) 63.3 42.9 70.6 48.5 59.0 23.9 56.1 20.3
Level of Service E D E D E C E C
Approach Delay (s/veh) 50.2 54.1 26.9 24.6
Approach LOS D D C C
Intersection Summary
HCM 2000 Control Delay (s/veh) 38.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.61
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 19.4 Intersection Capacity Utilization 72.6% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Unsignalized Intersection Capacity Analysis
9: Rengstorff Ave & Rock St 05/12/2026
No Build AM 11:45 am 11/26/2025 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (veh/h) 18 4 18 31 4 39 11 902 61 15 318 19 Future Volume (Veh/h) 18 4 18 31 4 39 11 902 61 15 318 19 Sign Control Stop Stop Free Free
Grade 0% 0% 0% 0%
Peak Hour Factor 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 Hourly flow rate (vph) 20 5 20 35 5 44 13 1025 69 17 361 22 Pedestrians 5 13 7 5
Lane Width (ft) 12.0 12.0 12.0 12.0
Walking Speed (ft/s) 3.5 3.5 3.5 3.5
Percent Blockage 0 1 1 0
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft) 340 719
pX, platoon unblocked 0.84 0.84 0.99 0.84 0.84 0.84 0.99 0.84 vC, conflicting volume 1001 1544 204 1343 1521 565 388 1107 vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 591 1236 185 996 1208 96 371 742
tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1
tC, 2 stage (s)
tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2
p0 queue free % 93 96 98 77 97 94 99 98
cM capacity (veh/h) 288 140 811 150 145 776 1171 713
Direction, Lane # EB 1 WB 1 NB 1 NB 2 SB 1 SB 2
Volume Total 45 84 526 582 198 203
Volume Left 20 35 13 0 17 0
Volume Right 20 44 0 69 0 22
cSH 346 258 1171 1700 713 1700
Volume to Capacity 0.13 0.33 0.01 0.34 0.02 0.12
Queue Length 95th (ft) 11 34 1 0 2 0
Control Delay (s/veh) 16.9 25.5 0.3 0.0 1.1 0.0
Lane LOS C D A A
Approach Delay (s/veh) 16.9 25.5 0.2 0.6
Approach LOS C D
Intersection Summary
Average Delay 2.0
Intersection Capacity Utilization 48.3% ICU Level of Service A Analysis Period (min) 15
HCM Signalized Intersection Capacity Analysis
10: Rengstorff Ave & Old Middlefield Way 05/12/2026
No Build AM 11:45 am 11/26/2025 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 59 715 29 130 613 76 37 644 278 51 193 44 Future Volume (vph) 59 715 29 130 613 76 37 644 278 51 193 44 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.6 4.0 4.6 4.0 4.6 4.0 4.6
Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.98 1.00 0.95 1.00 0.97
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 3516 1770 3469 1770 3360 1770 3428 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 1770 3516 1770 3469 1770 3360 1770 3428 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 63 761 31 138 652 81 39 685 296 54 205 47 RTOR Reduction (vph) 0 2 0 0 6 0 0 31 0 0 12 0
Lane Group Flow (vph) 63 790 0 138 727 0 39 950 0 54 240 0 Confl. Peds. (#/hr) 13 6 6 13 5 4 4 5
Confl. Bikes (#/hr) 1
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases
Actuated Green, G (s) 8.5 33.6 14.9 40.0 6.2 36.9 8.8 39.5 Effective Green, g (s) 8.5 33.6 14.9 40.0 6.2 36.9 8.8 39.5 Actuated g/C Ratio 0.08 0.30 0.13 0.36 0.06 0.33 0.08 0.35 Clearance Time (s) 4.0 4.6 4.0 4.6 4.0 4.6 4.0 4.6
Vehicle Extension (s) 4.0 5.0 4.0 5.0 5.0 6.0 5.0 6.0
Lane Grp Cap (vph) 135 1060 236 1245 98 1112 139 1215
v/s Ratio Prot 0.04 c0.22 c0.08 0.21 0.02 c0.28 c0.03 c0.07 v/s Ratio Perm
v/c Ratio 0.47 0.75 0.58 0.58 0.40 0.85 0.39 0.20
Uniform Delay, d1 49.3 35.0 45.3 29.0 50.8 34.7 48.7 24.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 3.5 3.5 4.3 1.1 5.5 8.4 3.7 0.4
Delay (s) 52.7 38.5 49.7 30.0 56.3 43.2 52.5 25.3
Level of Service D D D C E D D C
Approach Delay (s/veh) 39.6 33.2 43.7 30.1
Approach LOS D C D C
Intersection Summary
HCM 2000 Control Delay (s/veh) 38.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 0.72
Actuated Cycle Length (s) 111.4 Sum of lost time (s) 17.2 Intersection Capacity Utilization 72.4% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Unsignalized Intersection Capacity Analysis
11: Rengstorff Ave & Wyandotte St 05/12/2026
No Build AM 11:45 am 11/26/2025 Baseline Synchro 12 Report
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Volume (veh/h) 18 36 33 746 252 13
Future Volume (Veh/h) 18 36 33 746 252 13
Sign Control Stop Free Free
Grade 0% 0% 0%
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94
Hourly flow rate (vph) 19 38 35 794 268 14
Pedestrians 8
Lane Width (ft) 12.0
Walking Speed (ft/s) 3.5
Percent Blockage 1
Right turn flare (veh)
Median type None None
Median storage veh)
Upstream signal (ft) 725 897
pX, platoon unblocked 0.79
vC, conflicting volume 742 149 282
vC1, stage 1 conf vol
vC2, stage 2 conf vol
vCu, unblocked vol 130 149 282
tC, single (s) 6.8 6.9 4.1
tC, 2 stage (s)
tF (s) 3.5 3.3 2.2
p0 queue free % 97 96 97
cM capacity (veh/h) 651 864 1277
Direction, Lane # EB 1 NB 1 NB 2 SB 1 SB 2
Volume Total 57 300 529 179 103
Volume Left 19 35 0 0 0
Volume Right 38 0 0 0 14
cSH 779 1277 1700 1700 1700
Volume to Capacity 0.07 0.03 0.31 0.11 0.06
Queue Length 95th (ft) 6 2 0 0 0
Control Delay (s/veh) 10.0 1.1 0.0 0.0 0.0
Lane LOS A A
Approach Delay (s/veh) 10.0 0.4 0.0
Approach LOS A
Intersection Summary
Average Delay 0.8
Intersection Capacity Utilization 45.0% ICU Level of Service A Analysis Period (min) 15
HCM Signalized Intersection Capacity Analysis
12: Rengstorff Ave & Leghorn St 05/12/2026
No Build AM 11:45 am 11/26/2025 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 170 10 68 4 32 36 113 648 3 10 193 103 Future Volume (vph) 170 10 68 4 32 36 113 648 3 10 193 103 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 4.6 4.0 5.1 4.0 5.1
Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95
Frpb, ped/bikes 1.00 0.99 1.00 1.00 1.00 0.99
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.96 0.93 1.00 1.00 1.00 0.95
Flt Protected 0.97 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1723 1717 1770 3536 1770 3320
Flt Permitted 0.76 0.98 0.95 1.00 0.95 1.00
Satd. Flow (perm) 1350 1694 1770 3536 1770 3320
Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 183 11 73 4 34 39 122 697 3 11 208 111
RTOR Reduction (vph) 0 16 0 0 30 0 0 0 0 0 39 0
Lane Group Flow (vph) 0 251 0 0 47 0 122 700 0 11 280 0 Confl. Peds. (#/hr) 3 4 4 3 2 4 4 2
Confl. Bikes (#/hr) 1 1 1 3
Turn Type Perm NA Perm NA Prot NA Prot NA
Protected Phases 4 8 5 2 1 6
Permitted Phases 4 8
Actuated Green, G (s) 26.0 26.0 12.9 68.7 1.6 57.4
Effective Green, g (s) 26.0 26.0 12.9 68.7 1.6 57.4
Actuated g/C Ratio 0.24 0.24 0.12 0.62 0.01 0.52
Clearance Time (s) 4.6 4.6 4.0 5.1 4.0 5.1
Vehicle Extension (s) 3.0 3.0 3.0 4.0 3.0 4.0
Lane Grp Cap (vph) 319 400 207 2208 25 1732
v/s Ratio Prot c0.07 c0.20 0.01 0.08
v/s Ratio Perm c0.19 0.03
v/c Ratio 0.79 0.12 0.59 0.32 0.44 0.16
Uniform Delay, d1 39.4 33.0 46.0 9.7 53.8 13.7
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 12.1 0.1 4.2 0.4 11.9 0.2
Delay (s) 51.5 33.1 50.3 10.0 65.6 13.9
Level of Service D C D B E B
Approach Delay (s/veh) 51.5 33.1 16.0 15.7
Approach LOS D C B B
Intersection Summary
HCM 2000 Control Delay (s/veh) 23.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.49
Actuated Cycle Length (s) 110.0 Sum of lost time (s) 13.7 Intersection Capacity Utilization 57.8% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
1: El Camino Real & Rengstorff Ave 05/12/2026
No Build PM 8:38 am 01/15/2026 Baseline Synchro 12 Report
Movement EBL EBT WBU WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 238 1138 33 871 200 212 181
Future Volume (vph) 238 1138 33 871 200 212 181
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900
Total Lost time (s) 4.7 10.1 4.7 10.1 4.7 4.7
Lane Util. Factor 0.97 0.91 1.00 0.91 0.97 1.00
Frpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 0.96
Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00
Frt 1.00 1.00 1.00 0.97 1.00 0.85
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 3433 5085 1770 4943 3433 1520
Flt Permitted 0.95 1.00 0.35 1.00 0.95 1.00
Satd. Flow (perm) 3433 5085 654 4943 3433 1520
Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 253 1211 35 927 213 226 193
RTOR Reduction (vph) 0 0 0 14 0 0 173
Lane Group Flow (vph) 253 1211 35 1126 0 226 20
Confl. Peds. (#/hr) 10
Turn Type Prot NA custom NA Perm Perm
Protected Phases 5 2 6
Permitted Phases 1 4 4
Actuated Green, G (s) 16.9 102.6 11.4 97.1 15.5 15.5
Effective Green, g (s) 16.9 102.6 11.4 97.1 15.5 15.5
Actuated g/C Ratio 0.11 0.69 0.08 0.65 0.10 0.10
Clearance Time (s) 4.7 10.1 4.7 10.1 4.7 4.7
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 389 3501 50 3221 357 158
v/s Ratio Prot c0.07 0.24 c0.23
v/s Ratio Perm c0.05 c0.07 0.01
v/c Ratio 0.65 0.35 0.70 0.35 0.63 0.13
Uniform Delay, d1 63.2 9.5 67.1 11.7 64.0 60.6
Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00
Incremental Delay, d2 3.9 0.3 35.8 0.3 3.6 0.4
Delay (s) 67.1 9.8 103.0 12.0 67.7 61.0
Level of Service E A F B E E
Approach Delay (s/veh) 19.7 14.7 64.6
Approach LOS B B E
Intersection Summary
HCM 2000 Control Delay (s/veh) 23.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.46
Actuated Cycle Length (s) 149.0 Sum of lost time (s) 19.5 Intersection Capacity Utilization 60.9% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
2: Rengstorff Ave & Latham St 05/12/2026
No Build PM 8:38 am 01/15/2026 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 64 116 23 24 97 63 29 360 49 79 346 62 Future Volume (vph) 64 116 23 24 97 63 29 360 49 79 346 62 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 5.0 5.0 5.0 5.0 5.5 5.5 5.5 5.5
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.98 1.00 0.99 1.00 0.99 Flpb, ped/bikes 0.98 1.00 0.99 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 0.94 1.00 0.98 1.00 0.98
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1731 1806 1752 1721 1770 3441 1770 3427 Flt Permitted 0.52 1.00 0.59 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 952 1806 1089 1721 1770 3441 1770 3427 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 67 122 24 25 102 66 31 379 52 83 364 65 RTOR Reduction (vph) 0 7 0 0 23 0 0 6 0 0 8 0
Lane Group Flow (vph) 67 139 0 25 145 0 31 425 0 83 421 0 Confl. Peds. (#/hr) 32 14 14 32 21 32 32 21
Confl. Bikes (#/hr) 8 4 3 9
Turn Type Perm NA Perm NA Prot NA Prot NA
Protected Phases 8 4 1 6 5 2
Permitted Phases 8 4
Actuated Green, G (s) 12.3 12.3 12.3 12.3 3.1 48.3 7.8 53.0 Effective Green, g (s) 12.3 12.3 12.3 12.3 3.1 48.3 7.8 53.0 Actuated g/C Ratio 0.15 0.15 0.15 0.15 0.04 0.57 0.09 0.63 Clearance Time (s) 5.0 5.0 5.0 5.0 5.5 5.5 5.5 5.5
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 138 263 158 250 65 1969 163 2152
v/s Ratio Prot 0.08 c0.08 0.02 c0.12 c0.05 c0.12
v/s Ratio Perm 0.07 0.02
v/c Ratio 0.49 0.53 0.16 0.58 0.48 0.22 0.51 0.20
Uniform Delay, d1 33.1 33.4 31.5 33.6 39.9 8.8 36.5 6.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.7 1.9 0.5 3.2 5.4 0.3 2.5 0.2
Delay (s) 35.8 35.3 32.0 36.9 45.3 9.1 39.0 6.9
Level of Service D D C D D A D A
Approach Delay (s/veh) 35.5 36.2 11.5 12.1
Approach LOS D D B B
Intersection Summary
HCM 2000 Control Delay (s/veh) 18.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.31
Actuated Cycle Length (s) 84.4 Sum of lost time (s) 16.0 Intersection Capacity Utilization 70.4% ICU Level of Service C Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
3: Rengstorff Ave & California St 05/12/2026
No Build PM 8:38 am 01/15/2026 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 185 381 52 54 300 72 39 360 88 146 381 266 Future Volume (vph) 185 381 52 54 300 72 39 360 88 146 381 266 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.2 9.1 4.2 9.1 4.2 9.1 4.2 9.1
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 0.97 1.00 0.97 1.00 0.94
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 1819 1770 1785 1770 3389 1770 3264 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 1770 1819 1770 1785 1770 3389 1770 3264 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 195 401 55 57 316 76 41 379 93 154 401 280 RTOR Reduction (vph) 0 4 0 0 8 0 0 18 0 0 105 0
Lane Group Flow (vph) 195 452 0 57 384 0 41 454 0 154 576 0 Confl. Peds. (#/hr) 43 22 22 43 9 19 19 9
Confl. Bikes (#/hr) 14 9 6 2
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 3 8 7 4 1 6 5 2
Permitted Phases
Actuated Green, G (s) 9.8 33.4 10.8 34.4 14.3 35.9 13.3 34.9 Effective Green, g (s) 9.8 33.4 10.8 34.4 14.3 35.9 13.3 34.9 Actuated g/C Ratio 0.08 0.28 0.09 0.29 0.12 0.30 0.11 0.29 Clearance Time (s) 4.2 9.1 4.2 9.1 4.2 9.1 4.2 9.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0
Lane Grp Cap (vph) 144 506 159 511 210 1013 196 949
v/s Ratio Prot c0.11 c0.25 0.03 0.22 0.02 0.13 c0.09 c0.18 v/s Ratio Perm
v/c Ratio 1.35 0.89 0.36 0.75 0.20 0.45 0.79 0.61
Uniform Delay, d1 55.1 41.6 51.3 38.9 47.7 34.0 52.0 36.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.17 0.83 Incremental Delay, d2 197.9 17.8 6.2 6.2 2.1 1.4 25.9 2.8 Delay (s) 253.0 59.4 57.5 45.1 49.7 35.5 86.5 33.1
Level of Service F E E D D D F C
Approach Delay (s/veh) 117.4 46.7 36.6 43.0
Approach LOS F D D D
Intersection Summary
HCM 2000 Control Delay (s/veh) 62.1 HCM 2000 Level of Service E HCM 2000 Volume to Capacity ratio 0.80
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 26.6 Intersection Capacity Utilization 89.7% ICU Level of Service E Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
4: Rengstorff Ave & Stanford Ave 05/12/2026
No Build PM 8:38 am 01/15/2026 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 21 2 17 19 3 25 18 579 20 24 757 6 Future Volume (vph) 21 2 17 19 3 25 18 579 20 24 757 6
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.6 4.0 4.6 4.0 5.1 4.0 5.1
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.97 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.87 1.00 0.87 1.00 0.99 1.00 1.00
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1770 1562 1770 1571 1770 3516 1770 3534 Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (perm) 1770 1562 1770 1571 1770 3516 1770 3534 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 23 2 18 20 3 27 19 623 22 26 814 6
RTOR Reduction (vph) 0 17 0 0 26 0 0 1 0 0 0 0
Lane Group Flow (vph) 23 3 0 20 4 0 19 644 0 26 820 0
Confl. Peds. (#/hr) 14 20 20 14 15 8 8 15
Confl. Bikes (#/hr) 6 18
Turn Type Prot NA Prot NA Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases
Actuated Green, G (s) 5.4 7.6 3.6 5.8 3.6 86.1 5.0 87.5 Effective Green, g (s) 5.4 7.6 3.6 5.8 3.6 86.1 5.0 87.5 Actuated g/C Ratio 0.05 0.06 0.03 0.05 0.03 0.72 0.04 0.73 Clearance Time (s) 4.0 4.6 4.0 4.6 4.0 5.1 4.0 5.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 4.0 3.0 4.0
Lane Grp Cap (vph) 79 98 53 75 53 2522 73 2576
v/s Ratio Prot c0.01 0.00 0.01 c0.00 0.01 0.18 c0.01 c0.23 v/s Ratio Perm
v/c Ratio 0.29 0.03 0.38 0.06 0.36 0.26 0.36 0.32
Uniform Delay, d1 55.4 52.7 57.1 54.5 57.1 5.9 55.9 5.7 Progression Factor 1.00 1.00 1.00 1.00 1.10 0.33 1.00 1.00 Incremental Delay, d2 2.0 0.1 4.5 0.3 2.7 0.2 3.0 0.3
Delay (s) 57.5 52.9 61.6 54.8 65.7 2.1 58.9 6.1
Level of Service E D E D E A E A
Approach Delay (s/veh) 55.3 57.5 3.9 7.7
Approach LOS E E A A
Intersection Summary
HCM 2000 Control Delay (s/veh) 9.0 HCM 2000 Level of Service A HCM 2000 Volume to Capacity ratio 0.31
Actuated Cycle Length (s) 120.0 Sum of lost time (s) 17.7 Intersection Capacity Utilization 46.7% ICU Level of Service A Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
5: Rengstorff Ave & Central Expy 05/12/2026
No Build PM 8:38 am 01/15/2026 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 54 1004 78 179 1272 107 109 323 193 119 530 65 Future Volume (vph) 54 1004 78 179 1272 107 109 323 193 119 530 65 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.9 4.5 5.4 5.1 5.1 5.0 5.8 4.8 5.8 Lane Util. Factor 1.00 0.95 1.00 0.91 0.91 0.97 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.97 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 1.00 0.85 1.00 0.94 1.00 0.98
Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 3490 1770 3385 1396 3433 3316 1770 3473 Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm) 1770 3490 1770 3385 1396 3433 3316 1770 3473 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 57 1057 82 188 1339 113 115 340 203 125 558 68 RTOR Reduction (vph) 0 4 0 0 0 47 0 59 0 0 6 0
Lane Group Flow (vph) 57 1135 0 188 1350 55 115 484 0 125 620 0 Confl. Peds. (#/hr) 13 20 20 13 9 1 1 9
Confl. Bikes (#/hr) 6
Turn Type Prot NA Prot NA Perm Prot NA Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 8
Actuated Green, G (s) 10.3 46.5 39.6 75.7 75.7 25.0 38.2 25.2 38.2 Effective Green, g (s) 10.3 46.5 39.6 75.7 75.7 25.0 38.2 25.2 38.2 Actuated g/C Ratio 0.06 0.27 0.23 0.45 0.45 0.15 0.22 0.15 0.22 Clearance Time (s) 4.9 4.5 5.4 5.1 5.1 5.0 5.8 4.8 5.8
Vehicle Extension (s) 4.0 4.0 4.0 4.0 4.0 3.0 6.0 3.0 6.0 Lane Grp Cap (vph) 107 954 412 1507 621 504 745 262 780 v/s Ratio Prot 0.03 c0.33 c0.11 c0.40 0.03 0.15 c0.07 c0.18 v/s Ratio Perm 0.04
v/c Ratio 0.53 1.19 0.46 0.90 0.09 0.23 0.65 0.48 0.79
Uniform Delay, d1 77.5 61.8 56.0 43.5 27.2 64.0 59.8 66.4 62.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 6.4 96.1 3.6 8.7 0.3 1.1 4.4 6.1 8.2 Delay (s) 83.9 157.8 59.6 52.2 27.5 65.0 64.2 72.5 70.4 Level of Service F F E D C E E E E
Approach Delay (s/veh) 154.3 51.5 64.3 70.7
Approach LOS F D E E
Intersection Summary
HCM 2000 Control Delay (s/veh) 85.9 HCM 2000 Level of Service F HCM 2000 Volume to Capacity ratio 0.86
Actuated Cycle Length (s) 170.0 Sum of lost time (s) 20.8 Intersection Capacity Utilization 91.8% ICU Level of Service F Analysis Period (min) 15
c Critical Lane Group
HCM Signalized Intersection Capacity Analysis
6: Rengstorff Ave & Montecito Ave 05/12/2026
No Build PM 8:38 am 01/15/2026 Baseline Synchro 12 Report
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Volume (vph) 6 17 6 52 8 35 6 415 63 178 656 13 Future Volume (vph) 6 17 6 52 8 35 6 415 63 178 656 13
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.6 4.6 4.6 4.6 5.1 5.1 5.1 5.1
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 0.99 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 0.99 1.00 1.00 1.00 0.99 1.00 0.99 1.00 Frt 1.00 0.96 1.00 0.88 1.00 0.98 1.00 1.00
Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00
Satd. Flow (prot) 1761 1778 1765 1608 1757 3452 1760 3526 Flt Permitted 0.75 1.00 0.16 1.00 0.35 1.00 0.46 1.00
Satd. Flow (perm) 1399 1778 293 1608 652 3452 846 3526
Peak-hour factor, PHF 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 6 17 6 53 8 35 6 419 64 180 663 13
RTOR Reduction (vph) 0 6 0 0 26 0 0 8 0 0 1 0
Lane Group Flow (vph) 6 17 0 53 17 0 6 475 0 180 675 0
Confl. Peds. (#/hr) 5 5 5 5 11 6 6 11
Confl. Bikes (#/hr) 2 4 7 12
Turn Type Perm NA Perm NA Perm NA Perm NA
Protected Phases 4 3 2 2
Permitted Phases 4 3 2 2
Actuated Green, G (s) 5.3 5.3 25.4 25.4 56.0 56.0 56.0 56.0 Effective Green, g (s) 5.3 5.3 25.4 25.4 56.0 56.0 56.0 56.0 Actuated g/C Ratio 0.05 0.05 0.25 0.25 0.55 0.55 0.55 0.55 Clearance Time (s) 4.6 4.6 4.6 4.6 5.1 5.1 5.1 5.1
Vehicle Extension (s) 3.0 3.0 3.0 3.0 4.0 4.0 4.0 4.0
Lane Grp Cap (vph) 73 93 73 404 361 1913 469 1955
v/s Ratio Prot c0.01 0.01 0.14 0.19
v/s Ratio Perm 0.00 c0.18 0.01 c0.21
v/c Ratio 0.08 0.19 0.73 0.04 0.02 0.25 0.38 0.35
Uniform Delay, d1 45.5 45.8 34.6 28.6 10.1 11.6 12.7 12.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.5 1.0 29.9 0.0 0.1 0.3 2.4 0.5
Delay (s) 46.0 46.8 64.5 28.6 10.2 11.9 15.1 12.9
Level of Service D D E C B B B B
Approach Delay (s/veh) 46.6 48.4 11.9 13.4
Approach LOS D D B B
Intersection Summary
HCM 2000 Control Delay (s/veh) 15.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.47
Actuated Cycle Length (s) 101.0 Sum of lost time (s) 14.3 Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15
c Critical Lane Group
HCM Unsignalized Intersection Capacity Analysis
7: Rengstorff Ave & Jane Lane 05/12/2026
No Build PM 8:38 am 01/15/2026 Baseline Synchro 12 Report