Transportation Impact Analysis — Sunnyvale City Council, June 28, 2022 (part 1 of 7)

El Camino Real Corridor Specific
Plan
Transportation Impact Analysis
Prepared for:

M-Group
January 21, 2022
Hexagon Transportation Consultants, Inc.

Hexagon Office: 100 Century Center Court, Suite 501
San Jose, CA 95112
Hexagon Job Number: 15GB52
Phone: 408.971.6100
Client Name: Tom Ford
Attachment 15

Page 1 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

Table of Contents
Executive Summary ................................ ................................ ................................ ................................ i

1. Introduction ................................ ................................ ................................ ................................ .. 1

2. Existing Conditions ................................ ................................ ................................ ....................... 9

3. Year 2035 Cumulative Conditions ................................ ................................ .............................. 34 Appendices
Appendix A Traffic Counts
Appendix B Level of Service Calculations
Appendix C City of Sunnyvale Land Use Summary
List of Tables
Table ES- 1 Intersection Levels of Service Summary ................................ ................................ ............. iii

Table 1 ECRCSP Area Land Use Summary ................................ ................................ ........................ 1 Table 2 Signalized Intersection Level of Service Definitions Based on Control Delay........................... 7 Table 3 Freeway Segment Level of Service Definition ................................ ................................ ......... 8 Table 4 Existing Transit Services ................................ ................................ ................................ ....... 15 Table 5 Existing Intersection Levels of Service ................................ ................................ .................. 25 Table 6 Existing Freeway Ramp Capacity Analysis ................................ ................................ ............ 33 Table 7 Socioeconomic Data Model Inputs – Bay Area Counties ................................ ....................... 37 Table 8 Year 2035 Cumulative Conditions Levels of Service ................................ ............................. 50 Table 9 Intersection Impact Improvements Summary ................................ ................................ ......... 55 Table 10 Year 2035 Cumulative Conditions Ramp Capacity Analysis ................................ ................ 68 Table 11 Transit Travel Time Analysis ................................ ................................ ............................... 71

Attachment 15

Page 2 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

List of Figures
Figure 1 Plan Area and Study Intersections ................................ ................................ ......................... 2 Figure 2 Existing Bicycle Facilities ................................ ................................ ................................ ..... 14 Figure 3 Existing Transit Services ................................ ................................ ................................ ...... 16 Figure 4 Existing Intersection Lane Configurations ................................ ................................ ............ 18 Figure 5 Existing Traffic Volumes ................................ ................................ ................................ ....... 21 Figure 6 Existing Intersection Levels of Service Summary ................................ ................................ . 28 Figure 7 Existing Freeway Levels of Service Summary – AM Peak Hour – Mixed Flow Lanes ........... 29 Figure 8 Existing Freeway Levels of Service Summary – AM Peak Hour – HOV Lanes ..................... 30 Figure 9 Existing Freeway Levels of Service Summary – PM Peak Hour – Mixed Flow Lanes ........... 31 Figure 10 Existing Freeway Levels of Service Summary – PM Peak Hour – HOV Lanes ................... 32 Figure 11 Sunnyvale Land Use Growth – Households – Year 2035 Compared to Year 2013 ............ 35 Figure 12 Sunnyvale Land Use Growth – Jobs – Year 2035 Compared to Year 2013 ........................ 36 Figure 13 Roadway Improvements Within Close Proximity of Sunnyvale Assumed in the Model ....... 38 Figure 14 Year 2035 Cumulative Conditions Traffic Volumes ................................ ............................. 39 Figure 15 Cumulative no ECRCSP Volumes ................................ ................................ ...................... 42 Figure 16 Year 2035 Cumulative Conditions Intersection Lane Configurations ................................ .. 46 Figure 17 Year 2035 Cumulative Conditions Intersection Levels of Service Summary ....................... 53 Figure 18 Potential Improvement at Wolfe Road and Fremont Avenue ................................ .............. 58 Figure 19 ECRCSP Freeway Impact Analysis Summary – AM Peak Hour – Mixed Flow Lanes ........ 64 Figure 20 ECRCSP Freeway Impact Analysis Summary – AM Peak Hour – HOV Lanes ................... 65 Figure 21 ECRCSP Freeway Impact Analysis Summary – PM Peak Hour – Mixed Flow Lanes ........ 66 Figure 22 ECRCSP Freeway Impact Analysis Summary – PM Peak Hour – HOV Lanes ................... 67 Figure 23 Planned Improvement at Mathilda Avenue/US 101/SR 237 Interchanges .......................... 69

Attachment 15

Page 3 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | i
Executive Summary
This report presents the results of the transportation impact analysis conducted for the proposed El Camino Real Corridor Specific Plan (ECRCSP) in Sunnyvale, California. The proposed El Camino Real Corridor Specific Plan (ECRCSP) study area comprises approximately 350 acres along the 4-mile Sunnyvale El Camino Real frontage, with properties within ¼ mile on either side of the roadway centerline generally included in the study area. Currently, the ECRCSP area consists of approximately

3.25-million square feet (sf) of commercial development and approximately 1,600 residential units.

According to the Land Use and Transportation Element (LUTE) of the Sunnyvale General Plan, the ECRCSP area has a buildout potential of 4.2-million sf of commercial development and 5,800 residential units. The proposed ECRCSP proposes a buildout potential of 3.98-million sf of commercial development and 8,500 residential units. The proposed ECRCSP represents an increase of 730,000 sf of commercial development and 6,900 residential units over existing conditions, or a decrease of 220,000 sf of commercial development and an increase of 2,700 residential units over the adopted LUTE.

This study was conducted for the purpose of identifying the potential long-term traffic impacts of the proposed ECRCSP. The potential impacts of the proposed ECRCSP were evaluated in accordance with the standards set forth by the City of Sunnyvale and the Santa Clara County Valley Transportation Authority (VTA) Congestion Management Program (CMP). The proposed ECRCSP is estimated to generate more than 100 peak hour trips. The traffic analysis is based on the AM and PM peak hour levels of service for 56 signalized intersections. Three of the study intersections are within the City of Mountain View, one is within the City of Cupertino, and six are within the City of Santa Clara. 14 of the study intersections are CMP intersections. The study intersections were selected to include locations where the proposed ECRCSP is expected to generate 10 or more peak-hour trips per lane.

Year 2035 Cumulative Conditions Travel Demand Model Forecasts The year 2035 forecasts of intersection turning movements, freeway traffic, ramp volumes, and vehicle miles traveled were completed using the Sunnyvale Travel Demand Forecast Model (STFM). The STFM is a mathematical representation of travel within the nine counties in the San Francisco Bay Area and is calibrated to represent travel within the City of Sunnyvale. The model uses socioeconomic data, such as number of jobs and households, for difference geographic areas (transportation analysis zones) to predict the travel from place to place in the future. There are 172 transportation analysis zones within the model to represent the City of Sunnyvale.

The year 2035 socioeconomic data are generated by the Association of Bay Area Governments and refined by VTA. For the year 2035 cumulative conditions model forecasts, socioeconomic data within the City of Sunnyvale were supplied by city staff. Socioeconomic data within the City of Sunnyvale assumed the buildout of the current general plan, the proposed ECRCSP, the proposed update to the Lawrence Station Area Plan, the proposed Fortinet Precise Plan and the proposed update to the Downtown Specific Plan.

Attachment 15

Page 4 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | ii
Intersection Levels of Service under Year 2035 Cumulative Conditions To determine potential impacts generated by the ECRCSP, a separate model run was conducted assuming no growth in the ECRCSP area beyond the current general plan. The cumulative scenario was compared to the cumulative no ECRCSP scenario to disclose impacts. The Sunnyvale Travel Demand Forecasting Model (STFM) for year 2035 was used to forecast the year 2035 cumulative traffic volumes. Model assumptions and inputs are described in this chapter as well.

As shown on Table ES-1, comparing the intersection level of service results for the study intersections between the year 2035 cumulative conditions and Cumulative no ECRCSP conditions show that the proposed ECRCSP would generate intersection impacts at the following intersections:

City of Mountain View Intersections:
• Ellis Street & Middlefield Road (#14) – PM Peak Hour

County of Santa Clara Intersections:
• Mary Avenue & Central Expressway (#15) – PM Peak Hour • Lawrence Expressway & Arques Avenue (#50) – AM Peak Hour • Lawrence Expressway & Benton Street (#54) – PM Peak Hour • Lawrence Expressway & Homestead Road (#55) – PM Peak Hour • Lawrence Expressway & Pruneridge Avenue (#56) – AM Peak Hour

Caltrans Intersections:
• Pastoria Avenue & El Camino Real (#5) – PM Peak Hour
• Mathilda Avenue & El Camino Real (#6) – AM Peak Hour
• Sunnyvale Avenue & El Camino Real (#7) – PM Peak Hour • Fair Oaks Avenue & El Camino Real (#8) – PM Peak Hour • Wolfe Road & El Camino Real (#9) – PM Peak Hour
• SR 85 Southbound Ramps & Fremont Avenue (#21) – PM Peak Hour

Attachment 15

Page 5 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | iii
Table ES- 1
Intersection Levels of Service Summary

Avg. Avg. Avg. In Crit. Incr.

Peak Count LOS Delay Delay Delay Delay In Crit.
# Intersection Hour Date Std. (sec) LOS (sec) LOS (sec) LOS (sec) V/C 1 AM 11/14/17 E 69.9 E 83.5 F 84.2 F 1.7 0.005
PM 10/30/18 56.7 E+ 74.1 E 74.9 E 2.4 0.008
2 AM 11/14/17 D 35.3 D+ 41.5 D 41.7 D 0.3 0.005
PM 11/14/17 36.0 D+ 43.1 D 43.8 D 1.6 0.016
3 AM 11/14/17 E 44.6 D 50.7 D 51.9 D- 1.5 0.016
PM 11/14/17 43.3 D 53.5 D- 56.1 E+ 2.8 0.023
4 AM 11/14/17 E 41.7 D 52.4 D- 58.2 E+ 10.5 0.055
PM 10/30/18 39.1 D 64.7 E 79.2 E- 26.3 0.071
5 AM 11/14/17 E 34.3 C- 69.4 E 72.3 E 6.2 0.018
PM 11/14/17 38.8 D+ 94.0 F 110.3 F 23.0 0.054
6 AM 11/14/17 E 47.9 D 84.3 F 97.7 F 33.1 0.083
PM 10/30/18 45.7 D 71.3 E 76.2 E- -2.4 -0.009
7 AM 11/14/17 E 33.4 C- 44.7 D 46.2 D 5.5 0.038
PM 11/14/17 40.3 D 72.7 E 85.1 F 19.0 0.053
8 AM 05/08/18 E 41.0 D 55.9 E+ 60.9 E 4.9 0.026
PM 10/30/18 41.8 D >120 F >120 F 21.6 0.048
9 AM 11/14/17 E 53.5 D- 66.8 E 65.6 E -4.0 -0.020
PM 10/30/18 46.4 D 76.3 E- 85.5 F 10.0 0.026
10 AM 11/14/17 E 19.0 B- 22.5 C+ 22.7 C+ 0.3 0.000
PM 11/14/17 12.0 B 17.4 B 18.2 B- 0.8 0.007
11 AM 11/14/17 E 17.2 B 19.6 B- 19.6 B- 0.0 -0.002
PM 11/14/17 22.7 C+ 22.6 C+ 22.7 C+ 0.2 0.003
12 AM 11/14/17 D 20.6 C+ 25.5 C 26.5 C 1.2 0.012
PM 11/14/17 44.5 D 45.7 D 45.4 D -0.3 0.001
13 AM 11/14/17 E 34.5 C- 40.1 D 40.4 D 0.3 0.007
PM 11/15/18 28.8 C 34.7 C- 34.1 C- -1.1 -0.008
14 AM 11/14/17 D 15.0 B 88.2 F 88.9 F 1.5 0.003
PM 11/14/17 21.4 C+ 82.1 F 91.8 F 12.0 0.047
15 AM 11/14/17 E 51.5 D- 93.5 F 94.5 F -0.5 -0.023
PM 12/13/18 60.1 E 99.4 F 101.5 F 5.1 0.011
16 AM 11/14/17 D 40.4 D 49.4 D 49.1 D -0.3 -0.002
PM 11/14/17 43.3 D 47.6 D 48.2 D 0.8 0.021
17 AM 11/14/17 D 13.4 B 20.9 C+ 21.6 C+ 0.9 0.008
PM 11/14/17 16.1 B 23.4 C 24.0 C 0.9 0.018
18 AM 11/14/17 D 31.7 C 44.4 D 44.9 D 1.0 0.007
PM 11/14/17 28.9 C 47.6 D 49.3 D 2.8 0.010
Notes:
* = CMP, + = Regionally Significant Intersection, MV = Mountain View, SC = Santa Clara, County = County of Santa Clara ">120" indicates this signalized intersection experiences lengthy delay that is beyond the reasonable calculation range of the HCM 2000 methodology.

BOLD indicates unacceptable level of service
Cumulative no ECRCSPExisting Conditions Cumulative Conditions SR 237 & El Camino Real (MV*)
Sylvan Avenue & El Camino Real (MV)
Mary Avenue & El Camino Real (*)
Pastoria Avenue & El Camino Real (+)
Sunnyvale Avenue & El Camino Real (+)
Wolfe Road & El Camino Real (*)
Henderson Avenue & El Camino Real (+)
Lawrence Expressway Ramps & El Camino Real
(SC*)
Mary Avenue & Central Expressway (County*)
Bernardo Avenue & El Camino Real (+)
Halford Avenue & El Camino Real (SC)
Ellis Street & Middlefield Road (MV)
Mary Avenue & Evelyn Avenue
Mary Avenue & Remington Drive
Mary Avenue & Washington Avenue
BOLD and boxed indicates an adverse cumulative impact
Mathilda Avenue & El Camino Real (*)
Fair Oaks Avenue & El Camino Real (*)
Poplar Avenue & El Camino Real (+)
Attachment 15

Page 6 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | iv
Table ES-1 (continued)
Intersection Levels of Service Summary

Avg. Avg. Avg. In Crit. Incr.

Peak Count LOS Delay Delay Delay Delay In Crit.
# Intersection Hour Date Std. (sec) LOS (sec) LOS (sec) LOS (sec) V/C 19 AM 11/14/17 D 41.9 D >120 F >120 F 7.6 0.018
PM 11/14/17 43.3 D >120 F >120 F 14.2 0.032
20 AM 11/14/17 D 36.6 D+ 37.5 D+ 36.8 D+ -1.7 -0.009
PM 11/14/17 30.0 C 39.2 D 39.9 D 1.2 0.022
21 AM 11/14/17 D 23.3 C 87.6 F 89.0 F 1.1 0.002
PM 11/14/17 19.9 B- >120 F >120 F 13.7 0.031
22 AM 11/14/17 D 20.6 C+ 63.6 E 55.1 E+ -11.8 -0.033
PM 11/14/17 24.9 C 77.9 E- 72.7 E -4.1 -0.011
23 AM 11/14/17 D 19.2 B- 32.6 C- 31.9 C -0.6 -0.002
PM 11/14/17 38.9 D+ 37.3 D+ 37.6 D+ -0.2 -0.004
24 AM 11/14/17 D 21.6 C+ 22.5 C+ 24.4 C 3.8 0.023
PM 11/14/17 14.9 B 14.2 B 14.5 B -0.2 -0.009
25 AM 11/14/17 D 39.4 D 49.3 D 49.7 D 0.4 0.012
PM 11/14/17 45.0 D 52.1 D- 51.9 D- -0.8 -0.005
26 AM 11/14/17 D 42.3 D 45.0 D 45.8 D 0.1 0.004
PM 11/14/17 51.9 D- 67.0 E 68.5 E 2.8 0.008
27 AM 11/14/17 E 26.7 C 33.9 C- 33.8 C- 0.0 -0.001
PM 11/14/17 30.4 C 38.3 D+ 37.6 D+ -1.9 -0.016
28 AM 11/14/17 E 7.3 A 12.2 B 12.2 B 0.0 0.005
PM 11/14/17 7.2 A 20.3 C+ 19.9 B- -0.7 0.001
29 AM 11/14/17 E 43.6 D 55.4 E+ 55.5 E+ 0.1 0.004
PM 10/30/18 47.2 D 58.1 E+ 58.3 E+ 2.1 0.012
30 AM 11/14/17 E 36.3 D+ 63.2 E 66.1 E 3.8 0.010
PM 11/14/17 22.9 C+ 84.5 F 84.2 F -0.4 -0.001
31 AM 11/14/17 E 24.2 C 65.9 E 68.4 E 3.5 0.007
PM 11/14/17 32.1 C- 54.8 D- 59.1 E+ 7.0 0.023
32 AM 11/14/17 E 34.3 C- 98.8 F 97.6 F -1.6 -0.004
PM 11/14/17 34.5 C- 54.6 D- 54.7 D- -1.1 -0.006
33 AM 11/14/17 E 14.1 B 29.1 C 30.9 C 2.4 0.019
PM 11/14/17 17.4 B 26.3 C 25.4 C -1.4 -0.013
34 AM 11/14/17 E 15.7 B 20.2 C+ 21.1 C+ -1.4 0.023
PM 11/14/17 16.0 B 43.8 D 44.7 D 1.5 0.004
35 AM 11/14/17 E 15.5 B 27.9 C 31.6 C 4.4 0.034
PM 11/14/17 18.4 B- 34.1 C- 35.5 D+ 2.5 0.012
36 AM 11/14/17 E 22.7 C+ 27.3 C 28.9 C 1.8 0.012
PM 11/14/17 28.5 C 30.6 C 31.9 C 1.2 0.007
37 AM 11/14/17 E 42.9 D 63.7 E 71.0 E 15.3 0.054
PM 10/30/18 43.6 D 108.7 F 106.0 F -5.2 -0.012
38 AM 11/14/17 E 49.0 D 58.7 E+ 59.0 E+ 0.5 -0.003
PM 10/30/18 47.8 D 68.3 E 69.2 E 0.6 0.002
Notes:
* = CMP, + = Regionally Significant Intersection, MV = Mountain View, SC = Santa Clara, County = County of Santa Clara ">120" indicates this signalized intersection experiences lengthy delay that is beyond the reasonable calculation range of the HCM 2000 methodology.

BOLD indicates unacceptable level of service
Mathilda Avenue & California Avenue (+)
Mathilda Avenue & Washington Avenue (+)
Mathilda Avenue & McKinley Avenue (+)
Mathilda Avenue & Iowa Avenue (+)
Mathilda Avenue & Sunnyvale-Saratoga Road (+)
Mathilda Avenue & Olive Avenue (+)
Mary Avenue & Fremont Avenue
Mary Avenue & Homestead Road
SR 85 NB Ramps & Fremont Avenue
SR 85 NB Ramps & Homestead Road
Hollenbeck Avenue & Fremont Avenue
Hollenbeck Avenue & Homestead Road
SR 85 SB Ramps & Fremont Avenue
Existing Conditions Cumulative no ECRCSP Cumulative Conditions BOLD and boxed indicates an adverse cumulative impact
Sunnyvale-Saratoga Road & Remington Drive (*)
Sunnyvale-Saratoga Road & Fremont Avenue (*)
SR 85 SB Ramps & Homestead Road
Mathilda Avenue & Indio Way (+)
Mathilda Avenue & San Aleso Avenue (+)
Mathilda Avenue & Maude Avenue (*)
Mathilda Avenue & Almanor Avenue (+)
Attachment 15

Page 7 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | v
Table ES-1 (continued)
Intersection Levels of Service Summary

Avg. Avg. Avg. In Crit. Incr.

Peak Count LOS Delay Delay Delay Delay In Crit.
# Intersection Hour Date Std. (sec) LOS (sec) LOS (sec) LOS (sec) V/C 39 AM 11/14/17 E 44.8 D 61.9 E 63.4 E 2.3 0.008
PM 10/30/18 40.0 D 60.5 E 60.6 E -1.5 -0.005
40 AM 11/14/17 D 9.8 A 16.6 B 16.7 B 0.2 0.009
PM 11/14/17 16.8 B 27.1 C 28.1 C 1.3 0.016
41 AM 05/08/18 D 32.1 C- 39.9 D 40.5 D 0.7 0.004
PM 05/08/18 30.2 C 38.1 D+ 38.4 D+ 0.6 0.005
42 AM 05/08/18 D 34.8 C- 91.4 F 97.1 F 12.8 0.032
PM 05/08/18 44.5 D 112.2 F 109.7 F -10.0 -0.020
43 AM 11/14/17 D 35.6 D+ 86.4 F 90.6 F 5.5 0.012
PM 11/14/17 40.8 D 66.6 E 72.6 E 9.0 0.039
44 AM 11/14/17 D 29.0 C >120 F >120 F -9.7 -0.020
PM 11/14/17 43.1 D >120 F >120 F 6.1 0.013
45 AM 11/14/17 D 37.0 D+ 64.7 E 66.3 E 2.3 0.007
PM 11/14/17 38.9 D+ 54.8 D- 56.2 E+ 3.2 0.018
46 AM 11/14/17 D 43.7 D 55.4 E+ 56.0 E+ 0.7 0.013
PM 11/14/17 47.5 D 59.5 E+ 60.7 E 3.0 0.024
47 AM 11/14/17 D 35.4 D+ 40.5 D 40.5 D 0.5 0.012
PM 11/14/17 35.1 D+ 43.4 D 45.9 D 5.1 0.028
48 AM 11/14/17 D 26.0 C 37.3 D+ 36.9 D+ -0.2 0.002
PM 11/14/17 39.6 D 67.4 E 70.3 E 2.1 0.007
49 AM 05/23/19 E 40.4 D >120 F >120 F 2.3 0.016
PM 05/23/19 52.3 D- >120 F >120 F -3.9 -0.005
50 AM 04/04/17 E 48.2 D >120 F >120 F 9.9 0.022
PM 11/13/18 71.6 E >120 F >120 F -4.3 -0.014
51 AM 03/07/18 E 54.4 D- >120 F >120 F -12.8 -0.024
PM 03/07/18 101.6 F >120 F >120 F 6.3 0.001
52 AM 03/07/18 E 114.8 F >120 F >120 F -58.6 -0.034
PM 11/13/18 61.8 E >120 F >120 F 3.0 0.006
53 AM 03/07/18 E 52.1 D- >120 F >120 F -1.3 0.001
PM 03/07/18 48.6 D >120 F >120 F -2.9 -0.021
54 AM 11/14/17 E 53.7 D- >120 F >120 F -19.1 -0.035
PM 11/14/17 40.5 D >120 F >120 F 15.0 0.023
55 AM 11/14/17 E 56.8 E+ >120 F >120 F -8.4 -0.011
PM 11/15/18 65.9 E 117.5 F >120 F 11.2 0.028
56 AM 11/14/17 E 61.2 E >120 F >120 F 9.5 0.037
PM 11/14/17 43.8 D >120 F >120 F 4.4 0.006
Notes:
* = CMP, + = Regionally Significant Intersection, MV = Mountain View, SC = Santa Clara, County = County of Santa Clara ">120" indicates this signalized intersection experiences lengthy delay that is beyond the reasonable calculation range of the HCM 2000 methodology.

BOLD indicates unacceptable level of service
BOLD and boxed indicates an adverse cumulative impact
Sunnyvale-Saratoga Road & Homestead Road (CU*)
Sunnyvale Avenue & McKinley Avenue
Wolfe Road & Fremont Avenue
Wolfe Road & Homestead Road
Tantau Avenue & Homestead Road
Wolfe Road & Arques Avenue
Wolfe Road & Kifer Road
Wolfe Road & Reed Avenue
Lawrence Expressway & Oakmead Parkway (County)
Lawrence Expressway & Arques Avenue (County*)
Lawrence Expressway & Pruneridge Avenue (County)
Lawrence Expressway & Kifer Road (County)
Lawrence Expressway & Monroe Street (County*)
Lawrence Expressway & Cabrillo Avenue (County)
Lawrence Expressway & Benton Street (County)
Lawrence Expressway & Homestead Road (County*)
Fair Oaks Avenue & Duane Avenue
Fair Oaks Avenue & Arques Avenue
Existing Conditions Cumulative no ECRCSP Cumulative Conditions Attachment 15

Page 8 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | vi
Potential Improvements Strategies for Intersection Impacts Improvement options were studied for each intersection experiencing impacts under the year 2035 cumulative conditions when compared to cumulative no ECRCSP conditions. An intersection impact can be satisfactorily addressed by implementing measures that would restore intersection conditions to Cumulative no ECRCSP conditions.

Pastoria Avenue & El Camino Real (#5)
Potential Improvement: Potential improvement would require restriping the southbound approach to include 2 left-turn lanes, one through lane and one right-turn lane. This improvement would not increase the pedestrian and bicycle exposure time to traffic at the intersection. No right-of-way acquisitions would be required.

With the proposed improvement, the intersection would remain operating at LOS F under cumulative conditions during the PM peak hour, but the intersection operations would improve in comparison to the Cumulative no ECRCSP conditions. The ECRCSP shall require projects within the plan area to contribute a fair share contribution towards the identified improvements. However, this intersection is outside of City of Sunnyvale jurisdiction, so the City cannot ensure the implementation of the potential improvement.

Mathilda Avenue & El Camino Real (#6) [CMP]
Potential Improvement: Potential improvement would require a third left-turn lane for the eastbound approach. This improvement would require signal modification and new vehicle detection, restriping, and removal of the raised median on the eastbound approach, including relocation of several median streetlights and utilities (e.g. electrical boxes and inlet). No right-of-way acquisitions would be required.

With the proposed improvement, the intersection would operate at an acceptable LOS E- under cumulative conditions during the AM peak hour. The ECRCSP shall require projects within the plan area to contribute a fair share contribution towards the identified improvements. However, this intersection is in Caltrans’ jurisdiction, so the City cannot ensure the implementation of the potential improvement.

Sunnyvale Avenue & El Camino Real (#7)
Potential Improvement: Potential improvement would require reconfiguring the westbound approach to include a second left-turn lane. This improvement could potentially be accommodated within the existing right-of-way and would not increase the pedestrian and bicycle exposure time to traffic at the intersection.

With the proposed improvement, the intersection would operate at an acceptable LOS E under cumulative conditions during the PM peak hour. The ECRCSP shall require projects within the plan area to contribute a fair share contribution towards the identified improvements. However, this intersection is in Caltrans’ jurisdiction, so the City cannot ensure the implementation of the potential improvement.

Attachment 15

Page 9 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | v i i
Fair Oaks Avenue & El Camino Real (#8) [CMP]
Potential Improvement: The improvement identified at this intersection is to widen eastbound and westbound El Camino Real to include a second left-turn lane. The improvement would require widening both approaches by 11 feet. This improvement is identified in the TIF. The east-west through lanes would also require re-alignment. The widened approach would increase traffic exposure time for pedestrians by 3 to 4 seconds and 1 to 2 seconds for bicyclists. This improvement would require obtaining additional right-of-way.

Wolfe Road & El Camino Real (#9)
Potential Improvement: The Sunnyvale City Council approved a concept on June 21, 2016 for a project to improve the Wolfe Road intersections with El Camino Real and with Fremont Avenue, as well as signalizing the intersection at Fremont Avenue and El Camino Real. Right-of-way acquisition would be required. Bicycle improvements include the extension of bike lanes and installation of bike boxes, and they are detailed in the Wolfe Road Corridor Traffic Improvement Study, prepared by Kimley-Horn dated February. This improvement (Triangle – Refined Alternative 3) would require signal coordination between the two Wolfe Road intersections and the new signalized Fremont Avenue and El Camino Real intersection.

With the proposed improvement, the intersection would operate at an acceptable LOS E under cumulative conditions during the PM peak hour. Modification to this intersection will trigger modifications at the Wolfe Road and Fremont Avenue intersection and the Fremont Avenue and El Camino Real intersection as well. Therefore, the ECRCSP shall require projects within the plan area to contribute a fair share contribution towards the identified improvements at all three intersections.

Ellis Street & Middlefield Road (#14)
Potential Improvement: Potential improvement would require reconfiguring the eastbound approach to include a second left-turn lane. This improvement could potentially be accommodated within the existing right-of-way and would not increase the pedestrian and bicycle exposure time to traffic at the intersection.

With the proposed improvement, the intersection would operate at an unacceptable LOS E under cumulative conditions during the PM peak hour, but the intersection operations would improve in comparison to the Cumulative no ECRCSP conditions. The ECRCSP shall require projects within the plan area to contribute a fair share contribution towards the identified improvements. However, this intersection is in City of Mountain View jurisdiction, so the City cannot ensure the implementation of the potential improvement.

Mary Avenue & Central Expressway (#15) [CMP]
Potential Improvement: The improvement identified at this intersection is to reconfigure westbound Central Expressway to include a third westbound left-turn lane. This improvement could potentially be accommodated within the existing right-of-way and would not increase the pedestrian and bicycle exposure time to traffic at the intersection.

Attachment 15

Page 10 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | v i i i
With the proposed improvement, the intersection would remain operating at LOS F under cumulative conditions during the PM peak hour, but the intersection operations would improve in comparison to the Cumulative no ECRCSP conditions. The ECRCSP shall require projects within the plan area to contribute a fair share contribution towards the identified improvement.

Mary Avenue & Fremont Avenue (#19)
Potential Improvement: Potential improvement would require reconfiguring the eastbound and westbound approaches with 2 left-turn lanes, 2 through lanes and 1 shared through-right lane. This improvement would not increase the pedestrian and bicycle exposure time to traffic at the intersection.

No right-of-way acquisitions would be required.

With the proposed improvement, the intersection would operate at LOS E during the AM peak hour and LOS F during the PM peak hour under cumulative conditions, but the intersection operations would improve in comparison to the Cumulative no ECRCSP conditions. However, this improvement would conflict with the City’s recommendations for a future road diet and Class IV bike lanes on Fremont Avenue as stated in the Active Transportation Plan. For this reason, the proposed potential improvement is considered infeasible. The ECRCSP shall require projects within the plan area to contribute their fair share towards the future road diet, Class IV bike lanes, fiberoptic communications, and advanced signal improvements. These improvements would promote alternative modes of travel and improve vehicular flow along Fremont Avenue.

SR 85 Southbound Ramps & Fremont Avenue (#21)
Potential Improvement: Improvement would require reconfiguring the SR 85 off-ramp to include a left- turn lane, a shared left-through-right lane, and a right-turn lane. The eastbound leg would require restriping to include a bike box in advance of the stop-line to allow right-turn vehicles to bypass the through vehicles in the curb lane. The off-ramp would need to be reconfigured to the proposed three lanes approximately 370 feet back from the intersection. The length of the north sidewalk would not be lengthened, but the pedestrian refuge island would be removed. The off-ramp would also need to be realigned with the SR 85 southbound on-ramp. Reconfiguring the off-ramp could be accommodated within the existing right-of-way. Within the existing right-of-way, the required eastbound right-turn lane could be achieved via providing a bike box east of the stop-line to allow bicyclists to clear the right-turn area. The eastbound curb lane is 20 feet wide under existing conditions. With the bike box, right-turn vehicles would be able to bypass the through vehicles. The existing stop-line for the eastbound leg would need to be moved back by approximately 15 feet. This improvement is identified in the TIF.

With the proposed improvement, the intersection would remain operating at LOS F under cumulative conditions during the PM peak hour, but the intersection operations would improve in comparison to the Cumulative no ECRCSP conditions. The ECRCSP shall require projects within the plan area to contribute a fair share contribution towards the identified improvement. However, this intersection is in Caltrans’ jurisdiction, so the City cannot ensure the implementation of the potential improvement.

Future project applicants within the ECRCSP area shall coordinate with Caltrans on these improvements.

Fair Oaks Avenue & Arques Avenue (#42)
Potential Improvement: Improvement would require reconfiguring the eastbound and westbound approaches to include a separate right-turn lane. One eastbound receiving lane would need to be eliminated. This improvement can be accommodated within the existing right-of-way. However, the eastbound and westbound through movements would be offset with their receiving lanes and would require lane extensions to delineate the travel path for the eastbound and westbound through movements.

Attachment 15

Page 11 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | ix

With the proposed improvement, the intersection would operate at LOS E under cumulative conditions during the AM peak hour, but the intersection operations would improve in comparison to the Cumulative no ECRCSP conditions. The ECRCSP shall require projects within the plan area to contribute their fair share towards the identified improvement.

Wolfe Road & Arques Avenue (#43)
Potential Improvement: Improvement would require restriping the northbound approach to include 2 left-turn lanes, 2 through lanes and 1 dedicated right-turn lane. The northbound bike lane would need to be moved to the west side of the proposed right-turn lane. The westbound approach would require restriping to include 2 left-turn lanes, 1 shared left-through lane and 1 shared through-right lane.

Eastbound and westbound approaches would need to operate with split phasing. This improvement would not increase the pedestrian and bicycle exposure time to traffic at the intersection. No right-of- way acquisitions would be required. It should be noted that split phasing operates favorably to protected phasing only under certain circumstances. This improvement should be implemented only if cumulative volumes are realized.

With the proposed improvement, the intersection would operate at LOS E under cumulative conditions during both the AM and PM peak hours, but the intersection operations would improve in comparison to the Cumulative no ECRCSP conditions. However, this improvement would conflict with the City’s recommendations in the Active Transportation Plan. For this reason, the proposed potential improvement is considered infeasible.

Wolfe Road & Kifer Road (#44)
Potential Improvement: The improvement identified at this intersection is to widen the eastbound and westbound approaches and reconfigure the northbound and southbound approaches to include a second left-turn lane. Both legs of Kifer Road could require widening by up to 12 feet. The widened approaches would increase traffic exposure time for pedestrians by 3 to 5 seconds and 1 to 3 seconds for bicyclists crossing the intersection. Wolfe Road cannot be widened due to the future road diet and Class IV bike lanes as stated in the Active Transportation Plan. For this reason, the removal of the median would be required to reconfigure both legs of Wolfe Road. This improvement would require obtaining additional right-of-way.

With the proposed improvement, the intersection would remain operating at an unacceptable LOS F under cumulative conditions during the PM peak hour, but the intersection operations would improve in comparison to the Cumulative no ECRCSP conditions. The ECRCSP shall require projects within the plan area to contribute a fair share contribution towards the identified improvement.

Wolfe Road & Reed Avenue (#45)
Potential Improvement: Potential improvement would require restriping the westbound approach with 1 left-turn lane, 1 through lane, and 1 right-turn lane. This improvement would not increase the pedestrian and bicycle exposure time to traffic at the intersection. No right-of-way acquisitions would be required.

With the proposed improvement, the intersection would operate at an acceptable LOS D under cumulative conditions during the PM peak hour. The ECRCSP shall require projects within the plan area to contribute a fair share contribution towards the identified improvements.

Attachment 15

Page 12 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | x
Lawrence Expressway at Arques Avenue, Benton Street, at Homestead Road, and at Pruneridge Avenue (#50, 54, 55, 56)
Potential Improvement: The County of Santa Clara has identified a future project to provide a grade separation at all these intersections. These would significantly improve the north-south flow of traffic and potentially address the project’s impacts.

The ECRCSP shall require projects within the plan area to contribute their fair share towards the cost of these grade separations. These intersections are under Santa Clara County’s jurisdiction; therefore, it is up to the County to approve and advance the proposed improvement at the intersection. Future project applicants within the ECRCSP area shall coordinate with the County on these improvements.

ECRCSP Freeway Impacts
VTA CMP guidelines define that a project would cause a freeway impact if the project deteriorates freeway levels of service from an acceptable level to an unacceptable level, or if the freeway already operates at an unacceptable level under existing conditions, the project would add traffic exceeding 1% of the capacity. To determine the ECRCSP potential freeway impacts, a select zone analysis within the Sunnyvale Travel Demand Forecast Model was performed to estimate the increase in ECRCSP traffic volume between the Cumulative no ECRCSP and cumulative conditions. Freeway segments that would experience an adverse impact are identified below:

Mixed Flow Lanes – AM Peak Hour
• SR 85, northbound from Central Expressway to Moffett Boulevard • SR 237, eastbound from Fair Oaks Avenue to Lawrence Expressway • SR 237, eastbound from Great America Parkway to First Street Mixed-Flow Lanes – PM Peak Hour
• SR 237, westbound from Zanker Road to Lawrence Expressway

The VTA’s Valley Transportation Plan (VTP) 2040 identifies freeway express lane projects along SR 237 between N. First Street and SR 85, and along all of SR 85. On all identified freeway segments, the existing HOV lanes are proposed to be converted to express lanes. On SR 85 along the identified segments, a second express lane is proposed to be implemented for a total of two express lanes in each direction.

On SR 237, the existing HOV lanes would be operating over capacity under the year 2035 cumulative conditions. Converting the HOV lanes to express lanes would not address the project impact. On SR 85, converting the existing HOV lane to an express lane and adding an express lane in each direction would increase the capacity of the freeway and would fully address the freeway impacts. The ECRCSP shall require future projects within the proposed plan area to participate in VTA's Volunteer Freeway Contribution Program and contribute their fair share to fund improvements along SR 85.

However, capacity improvements on freeways are beyond the capabilities of the City of Sunnyvale.

Furthermore, freeways are under Caltrans jurisdiction. It should be noted that all of these freeways have been identified with impacts under the City of Sunnyvale Land Use and Transportation (LUTE) Element Final Environmental Impact Report, dated January 2017.

Attachment 15

Page 13 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | xi
Freeway Ramp Capacity Analysis
For the purpose of this study, the ECRCSP is said to create an adverse impact on a freeway ramp if its implementation:

1. Causes the volume-to-capacity (V/C) ratio of the freeway ramp to exceed 1.0; or

2. Increases the amount of traffic on a freeway ramp that is already exceeding its capacity by more than one percent (1%) of the ramp’s capacity.

All study freeway ramps would continue to operate below capacity. Therefore, the ECRCSP would not create an adverse impact on freeway ramps.

ECRCSP Impact to Transit Travel Time
Currently 6 VTA bus routes travel within the ECRCSP project area. To assess the transit travel time impacts, the bus route travel times in the study area under year 2035 cumulative conditions were compared to existing conditions. Bus route travel times are estimated used published schedules and adjusted based on delays experienced at study intersections. VTA does not have established criteria to determine impact to transit services. Therefore, this analysis is presented for information purposes only.

The results show that all studied transit routes under year 2035 cumulative conditions are expected to experience increases in travel times of less than 2 minutes in comparison to cumulative no ECRCSP conditions. The Sunnyvale Traffic Impact Fee (TIF) contains many projects that are aimed at relieving congestion along major corridors. Projects within the ECRCSP study area would be required to pay the TIF and would constitute the ECRCSP fair share contribution to relieving traffic congestion and improving transit travel times.

The ECRCSP Draft Plan also identifies various policies prioritizing consideration of mass transit vehicles to single-occupant vehicles. These policies would shift the design and policy decisions regarding El Camino Real to reflect multimodal priorities, including transit.

Attachment 15

Page 14 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | x i i
ECRCSP Impact to Pedestrian and Bicycle Facilities
The ECRCSP Draft Plan identifies various policies to improve pedestrian and bicycle facilities within the El Camino Real Corridor Specific Plan area. The relevant policies are listed below:

Circ-1: Promote modes of travel and actions that provide safe access to city streets and reduce single occupant vehicle trips and trip lengths locally and regionally.

The priority order of consideration of transportation users shall be:

A. Pedestrians
B. Non-automotive
C. Mass transit vehicles
D. Delivery Vehicles
E. Single-occupant automobiles

Circ-2: Further develop El Camino Real as a Complete Street, with a focus on:

A. Providing safe, convenient, accessible facilities for all modes including motor vehicles, transit, pedestrians and cyclists.
…
C. Design and policy decisions regarding El Camino Real will reflect multimodal priorities and provide for safe, convenient and accessible travel by all modes of transportation including driving, walking, bicycling and riding transit.

D. In making decisions regarding El Camino Real, the needs of more vulnerable road users such as children, seniors, and people with disabilities will be prioritized.

E. Design and policy decisions regarding El Camino Real will seek to increase pedestrian activity, reduce pedestrian-related collisions, and enhance pedestrian-friendly conditions along the corridor.

The implementation of these policies would enhance pedestrian and bicycle safety, convenience and comfort levels. Therefore, the ECRCSP would not create an adverse cumulative impact on pedestrian or bicycle facilities.

Attachment 15

Page 15 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 1

1. Introduction
This report presents the results of the transportation impact analysis conducted for the proposed El Camino Real Corridor Specific Plan (ECRCSP) in Sunnyvale, California (see Figure 1). The proposed El Camino Real Corridor Specific Plan (ECRCSP) study area comprises approximately 350 acres along the 4-mile Sunnyvale El Camino Real frontage, with properties within ¼ mile on either side of the roadway centerline generally included in the study area. Currently, the ECRCSP area consists of approximately 3.25-million square feet (sf) of commercial development and approximately 1,600 residential units. According to the adopted LUTE, the ECRCSP area has a buildout potential of 4.2- million sf of commercial development and 5,800 residential units. The proposed ECRCSP proposes a buildout potential of 3.98-million sf of commercial development and 8,500 residential units. As shown on Table 1, the proposed ECRCSP represents an increase of 730,000 sf of commercial development and 6,900 residential units over existing conditions, or a decrease of 220,000 sf of commercial development and an increase of 2,700 residential units over the adopted LUTE.

Table 1
ECRCSP Area Land Use Summary

Existing Built
Current
General Plan
Proposed
ECRSP

ECRSP -
Existing

ECRSP -
Current GP
Commerical Uses
(estimated sf) 3,250,000 4,200,000 3,980,000 730,000 (220,000) Residential Uses
(estimated housing units) 1,600 5,800 8,500 6,900 2,700 ComparisonECRSP Area Land Use Summary
Attachment 15

Page 16 of 557 ends

El Camino Real Corridor Speciﬁc Plan
Figure 1
Plan Area and Study Intersections
X
= City of Sunnyvale
= Study Intersections
= Study Area Boundary
LEGEND
1 2
3 4
5 6
7 40
8 10 11 12
27 28
29 30
31 32
33 34
35 36
37 38
39 21 22 19 25
23 24 20 26 48
18 9
46 47
49 50
51 52
53 13
54 55
56 15
16 17
14 42
41 43
44 45
Lawrence Expy
S Mary Ave
Central Expy
Kifer Rd
Hollenb
eck Ave
E Arques Ave
Pruneridge Ave
S Wolfe Rd
E Evelyn Ave
E Homestead Rd
S Bernardo Ave
Borregas Ave
N Fair Oaks Ave
W Fremont Ave
N Mathilda Ave
E Duane Ave
W Maude Ave
E Middlefield Rd
Tasman Dr
W Iowa Ave
W Remington Dr
Monroe St
W Olive Ave
Reed Ave
N Mary Ave
W Washington Ave
S Mathilda Ave
Cabrillo Ave
Benton St
Enterprise
W California Ave Oakmead Pkwy
S Fair Oaks Ave
E Maude AveW Evelyn Ave
Sunnyvale Saratoga Rd
Sylvan AveSylvan Ave
ElElCaminoCamino
RealReal
Popla
r Ave
Poplar AveHenderson AveHenderson Ave
Halford AveHalford Ave
McKinleyMcKinley
AveAve
Indio WyIndio Wy
AlmanorAlmanor
AveAve
San Aleso AveSan Aleso Ave
Sylvan Ave
ElCamino
Real
Popla
r Ave
Henderson Ave
Halford Ave
McKinley
Ave
Indio Wy
Almanor
Ave
San Aleso Ave
280
237
85 101
Attachment 15

Page 17 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 3
Scope of Study
This study was conducted for the purpose of identifying the potential long-term traffic impacts of the proposed ECRCSP. The potential impacts of the proposed ECRCSP were evaluated in accordance with the standards set forth by the City of Sunnyvale and the Santa Clara County Valley Transportation Authority (VTA) Congestion Management Program (CMP). The proposed ECRCSP is estimated to generate more than 100 peak hour trips. The traffic analysis is based on the AM and PM peak hour levels of service for 56 signalized intersections. Three of the study intersections are within the City of Mountain View, one is within the City of Cupertino, and six are within the City of Santa Clara. 14 of the study intersections are CMP intersections. The study intersections were selected to include locations where the proposed ECRCSP is expected to generate 10 or more peak-hour trips per lane.

The Santa Clara County VTA CMP guidelines require that the CMP freeway segments be evaluated to determine the impact of added traffic for projects that generate trips equal to or greater than one percent of the freeway segment’s capacity. The proposed ECRCSP is expected to generate added traffic volume on multiple freeway segments along US 101, SR 237, I-280 and SR 85. Therefore, a freeway analysis was conducted on these freeway segments in accordance with the VTA CMP guidelines. The traffic analysis also includes a capacity analysis for 14 freeway ramps.

Study Intersections

1. SR 237 & El Camino Real [Mountain View] (CMP)

2. Sylvan Avenue & El Camino Real [Mountain View] (CMP)

3. Bernardo Avenue & El Camino Real

4. Mary Avenue & El Camino Real (CMP)

5. Pastoria Avenue & El Camino Real

6. Mathilda Avenue & El Camino Real (CMP)

7. Sunnyvale Avenue & El Camino Real

8. Fair Oaks Avenue & El Camino Real (CMP)

9. Wolfe Road & El Camino Real (CMP)

10. Poplar Avenue & El Camino Real

11. Henderson Avenue & El Camino Real

12. Halford Avenue & El Camino Real [Santa Clara]

13. Lawrence Expressway Ramps & El Camino Real [Santa Clara] (CMP)

14. Ellis Street & Middlefield Road [Mountain View]

15. Mary Avenue & Central Expressway (CMP)

16. Mary Avenue & Evelyn Avenue

17. Mary Avenue & Washington Avenue

18. Mary Avenue & Remington Drive

19. Mary Avenue & Fremont Avenue

20. Mary Avenue & Homestead Road

21. SR 85 Southbound Ramps & Fremont Avenue

22. SR 85 Northbound Ramps & Fremont Avenue

23. SR 85 Southbound Ramps & Homestead Road

24. SR 85 Northbound Ramps & Homestead Road

25. Hollenbeck Avenue & Fremont Avenue

26. Hollenbeck Avenue & Homestead Road

27. Mathilda Avenue & Almanor Avenue

28. Mathilda Avenue & San Aleso Avenue

29. Mathilda Avenue & Maude Avenue (CMP)

30. Mathilda Avenue & Indio Avenue
Attachment 15

Page 18 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 4

31. Mathilda Avenue & California Avenue

32. Mathilda Avenue & Washington Avenue

33. Mathilda Avenue & McKinley Avenue

34. Mathilda Avenue & Iowa Avenue

35. Mathilda Avenue & Olive Avenue

36. Mathilda Avenue & Sunnyvale-Saratoga Road

37. Sunnyvale-Saratoga Road & Remington Drive (CMP)

38. Sunnyvale-Saratoga Road & Fremont Avenue (CMP)

39. Sunnyvale-Saratoga Road & Homestead Road [Cupertino] (CMP)

40. Sunnyvale Avenue & McKinley Avenue

41. Fair Oaks Avenue & Duane Avenue

42. Fair Oaks Avenue & Arques Avenue

43. Wolfe Road & Arques Avenue

44. Wolfe Road & Kifer Road

45. Wolfe Road & Reed Avenue

46. Wolfe Road & Fremont Avenue

47. Wolfe Road & Homestead Road

48. Tantau Avenue & Homestead Road

49. Lawrence Expressway & Oakmead Parkway

50. Lawrence Expressway & Arques Avenue (CMP)

51. Lawrence Expressway & Kifer Road

52. Lawrence Expressway & Reed Avenue/Monroe Street (CMP)

53. Lawrence Expressway & Cabrillo Avenue [Santa Clara]

54. Lawrence Expressway & Benton Street [Santa Clara]

55. Lawrence Expressway & Homestead Road [Santa Clara] (CMP)

56. Lawrence Expressway & Pruneridge Avenue [Santa Clara] Study Freeway Segments

1. US 101 between SR 87 and Embarcadero Road

2. SR 237 between SR 85 and I-880

3. I-280 between SR 87 and El Monte Road

4. SR 85 between I-280 and US 101 (North)
Study Freeway Ramps

1. US 101 southbound on-ramp from northbound Lawrence Expressway

2. US 101 northbound on-ramp from northbound Lawrence Expressway

3. US 101 northbound off-ramp to Lawrence Expressway

4. US 101 southbound off-ramp to Lawrence Expressway

5. US 101 southbound on-ramp from northbound Fair Oaks Avenue

6. US 101 northbound off-ramp to Fair Oaks Avenue

7. US 101 northbound on-ramp from Fair Oaks Avenue

8. US 101 southbound off-ramp to southbound Fair Oaks Avenue

9. US 101 southbound on-ramp from northbound Mathilda Avenue

10. US 101 northbound on-ramp from northbound Mathilda Avenue

11. US 101 northbound off-ramp to southbound Mathilda Avenue

12. US 101 southbound off-ramp to southbound Mathilda Avenue

13. US 101 northbound off-ramp to Mathilda Avenue [future ramp]

14. US 101 southbound off-ramp to Mathilda Avenue [future ramp]

Attachment 15

Page 19 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 5
Traffic conditions at the study intersections were analyzed for both the weekday AM and PM peak hours of adjacent street traffic. The AM peak hour is expected to occur between 7:00 AM and 10:00 AM and the PM peak hour is expected to occur between 4:00 PM and 7:00 PM on a regular weekday.

These are the peak commute hours during which most traffic congestion occurs on the roadways.

Traffic conditions were evaluated for the following scenarios:

Scenario 1: Existing Conditions. Existing traffic volumes at study intersections were based on traffic counts conducted in 2017 and 2018, as well as the 2018 CMP TRAFFIX database. The study intersections were evaluated with a level of service analysis using TRAFFIX software in accordance with the 2000 Highway Capacity Manual methodology. Study freeway segments were analyzed in accordance with the VTA CMP method, and study freeway ramps were analyzed using demand to capacity ratios.

Scenario 2: 2035 Cumulative Conditions. The 2035 cumulative conditions traffic volumes were estimated using the Sunnyvale Traffic Demand Forecast Model for year 2035. In addition to land uses assumed under the current General Plan, the cumulative conditions include the proposed ECRCSP, the proposed Lawrence Station Area Plan Update, the proposed Fortinet Specific Plan and the proposed Downtown Specific Plan Update. To determine potential impacts generated by the ECRCSP, a separate model run was conducted assuming no growth in the ECRCSP area beyond the current general plan. The cumulative scenario was compared to the cumulative no ECRCSP scenario to disclose impacts.

Methodology
This section presents the methods used to determine the traffic conditions for each scenario described above. It includes descriptions of the data requirements, the analysis methodologies, and the applicable level of service standards.

Data Requirements
The data required for the analysis were obtained from new traffic counts, the City of Sunnyvale, the VTA CMP TRAFFIX database, and field observations. The following data were collected from these sources:

• existing traffic volumes,
• existing lane configurations, and
• signal timing and phasing.

Attachment 15

Page 20 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 6
Level of Service Standards and Analysis Methodologies
Traffic conditions at the study intersections were evaluated using level of service (LOS). Level of Service is a qualitative description of operating conditions ranging from LOS A, or free-flow conditions with little or no delay, to LOS F, or jammed conditions with excessive delays. The various analysis methods are described below.

Signalized Study Intersections
All City of Sunnyvale, Mountain View, Cupertino and Santa Clara level of service analysis methodologies for signalized intersections are the Highway Capacity Manual (HCM) 2000 operations method. This method is applied using the TRAFFIX software. The HCM 2000 operations method evaluates signalized intersection operations on the basis of average control delay time for all vehicles at the intersection. Since TRAFFIX is also the CMP-designated traffic impact analysis tool, the City of Sunnyvale employs the CMP default values for the analysis parameters within the software.

The City of Sunnyvale, Mountain View and Santa Clara level of service standards for signalized intersections are all LOS D or better. Within the City of Sunnyvale, intersections on roadways considered to be “regionally significant” have a standard of LOS E. In the study area, signalized intersections within Sunnyvale along El Camino Real, Sunnyvale-Saratoga Road, and Mathilda Avenue are considered regionally significant. The correlation between average control delay and level of service is shown in Table 2.

CMP Intersections
The designated level of service analysis methodology for the CMP is also the HCM 2000 operations method for signalized intersections, using TRAFFIX. The CMP level of service standard for signalized intersections within the City of Sunnyvale, Mountain View, Cupertino and Santa Clara is LOS E or better.

Freeway Segments
Within Santa Clara County, freeway segments are analyzed as prescribed in the Santa Clara County CMP technical guideline. The level of service for freeway segments is estimated based on vehicle density. Density is calculated by the following formula:

D = V / (N*S)

Where:

D = density, in vehicles per mile per lane (vpmpl)
V = peak hour volume, in vehicle per hour (vph)
N = number of travel lanes
S = average travel speed, in miles per hour (mph)

The vehicle density on a segment is correlated to level of service as shown in Table 3. The CMP requires that mixed-flow lanes and auxiliary lanes be analyzed separately from high-occupancy vehicle (HOV) lanes (otherwise known as carpool lanes). The CMP specifies that a capacity of 2,300 vehicles per hour per lane (vphpl) be used for segments three lanes or wider in one direction, and a capacity of 2,200 vphpl be used for segments two lanes wide in one direction. HOV lanes are specified as having a capacity of 1,650 vphpl.

Attachment 15

Page 21 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 7
Table 2
Signalized Intersection Level of Service Definitions Based on Control Delay

Freeway Ramps
A freeway ramp analysis was performed in order to verify that the freeway ramps would have sufficient capacity to serve the expected traffic volumes with and without the project. This analysis consisted of a volume-to-capacity ratio evaluation of the freeway ramps at the study interchanges. The ramp capacities were obtained from the Highway Capacity Manual 2000, and considered the free-flow speed, number of lanes on the ramp, and ramp metering.

Level of
Service Description
Average Control
Delay Per Vehicle
(sec.)
A
Signal progression is extremely favorable. Most vehicles arrive during the green phase and do not stop at all. Short cycle lengths may also contribute to the very low vehicle delay.

10.0 or less
B+ 10.1 to 12.0
B 12.1 to 18.0
B- 18.1 to 20.0
C+ 20.1 to 23.0
C 23.1 to 32.0
C- 32.1 to 35.0
D+ 35.1 to 39.0
D 39.1 to 51.0
D- 51.1 to 55.0
E+ 55.1 to 60.0
E 60.1 to 75.0
E- 75.1 to 80.0
F
This level of delay is considered unacceptable by most drivers. This condition often occurs with oversaturation, that is, when arrival flow rates exceed the capacity of the intersection. Poor progression and long cycle lengths may also be major-contributing causes of such delay levels.
greater than 80.0
Source: Transportation Research Board, Highway Capacity Manual 2000 (Washington, D.C., 2000) p10-16.

Operations characterized by good signal progression and/or short cycle lengths.

More vehicles stop than with LOS A, causing higher levels of average vehicle delay.

Higher delays may result from fair signal progression and/or longer cycle lengths. Individual cycle failures may begin to appear at this level. The number of vehicles stopping is significant, though many still pass through the The influence of congestion becomes more noticeable. Longer delays may result from some combination of unfavorable signal progression, long cycle lengths, or high volume-to-capacity (V/C) ratios. Many vehicles stop and This is considered to be the limit of acceptable delay. These high delay values generally indicate poor signal progression, long cycle lengths, and high volume- to-capacity (V/C) ratios. Individual cycle failures occur frequently.

Attachment 15

Page 22 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 8
Table 3
Freeway Segment Level of Service Definition

Report Organization
The remainder of this report is divided into two chapters. Chapter 2 describes the existing roadway network, transit services, and pedestrian facilities. Chapter 3 presents the traffic conditions in the ECRCSP study area under the year 2035 cumulative conditions, the project impacts on the transportation system, and any recommended improvement measures.

Level of
Service Description
Density
(vehicles/mile/lane)
A
Average operating speeds at the free-flow speed generally prevail. Vehicles are almost completely unimpeded in their ability to maneuver within the traffic stream.

11.0 or less
B
Speeds at the free-flow speed are generally maintained. The ability to maneuver within the traffic stream is only slightly restricted, and the general level of physical and psychological comfort provided to drivers is still high.

11.0 to 18.0
C
Speeds at or near the free-flow speed of the freeway prevail. Freedom to maneuver within the traffic stream is noticeably restricted, and lane changes require more vigilance on the part of the driver.

18.0 to 26.0
D
Speeds begin to decline slightly with increased flows at this level. Freedom to maneuver within the traffic stream is more noticeably limited, and the driver experiences reduced physical and psychological comfort levels.

26.0 to 46.0
E
At this level, the freeway operates at or near capacity. Operations in this level are volatile, because there are virtually no usable gaps in the traffic stream, leaving little room to maneuver within the traffic stream.

46.0 to 58.0
F Vehicular flow breakdowns occurs. Large queues form behind breakdown points. greater than 58.0
Source: Santa Clara County Valley Transportation Authority, Transportation Impact Analysis Guidelines, Updated March 2009 (Based on the Highway Capacity Manual (2000), Washington, D.C.) Attachment 15

Page 23 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 9

2. Existing Conditions
This chapter describes the existing conditions for transportation facilities in the vicinity of the ECRCSP study area, including the roadway network, transit service, pedestrian and bicycle facilities.

Existing Roadway Network
The proposed El Camino Real Corridor Specific Plan (ECRCSP) study area comprises approximately 350 acres along the 4-mile Sunnyvale El Camino Real frontage, with properties within ¼ mile on either side of the roadway centerline generally included in the study area. Regional access to the study area is provided by US 101 to the north, I-280 to the south and SR 85 and SR 237 to the west. These facilities are described below.

US 101 is an eight-lane freeway (three mixed-flow lanes and one HOV lane in each direction) within the vicinity of Sunnyvale. ECRCSP study area access to and from US 101 is provided via its interchanges at SR 237, Mathilda Avenue, Fair Oaks Avenue and Lawrence Expressway.

I-280 is an eight-lane freeway (three mixed-flow lanes and one HOV lane in each direction) within the vicinity of Sunnyvale. I-280 provides regional freeway access between the cities of San Francisco and San Jose. ECRCSP study area access to and from I-280 is provided via its interchanges at SR 85, De Anza Boulevard, Wolfe Road, Stevens Creek Boulevard and Lawrence Expressway.

SR 237 is a four to six-lane freeway within the vicinity of Sunnyvale that extends west to El Camino Real and east to I-880 in Milpitas. East of Mathilda Avenue, SR 237 has two mixed-flow lanes and one HOV lane in each direction. West of Mathilda Avenue, SR 237 has two mixed-flow lanes in each direction. ECRCSP study area access to and from SR 237 is provided via its interchange at SR 85, Sylvan Avenue, Middlefield Road/Maude Avenue, Mathilda Avenue, Fair Oaks Avenue and Lawrence Expressway.

SR 85 is a six-lane freeway (two mixed-flow lanes and one HOV lane in each direction) that begins at the US 101 interchange east of Shoreline Boulevard, and extends south towards San Jose and terminates at the US 101 interchange south of Silicon Valley Boulevard/Bernal Road. ECRCSP study area access to and from SR 85 is provided via interchanges with Fremont Avenue and El Camino Real.

Attachment 15

Page 24 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 10
Major roadways within or near the ECRCSP study area include El Camino Real, Lawrence Expressway, Central Expressway, Bernardo Avenue, Mary Avenue, Hollenbeck Avenue/Pastoria Avenue, Mathilda Avenue, Sunnyvale Avenue, Fair Oaks Avenue, Wolfe Road, Evelyn Avenue, Remington Drive, Fremont Avenue and Homestead Road.

El Camino Real is a six-lane divided arterial that extends from Mission Street in Colma to The Alameda in Santa Clara. Within the vicinity of Sunnyvale, El Camino Real has a posted speed limit of 40 miles per hour (mph). Sidewalks are present along both sides of the roadway, and all major signalized intersections have crosswalks and pedestrian push buttons and signal heads across all legs. Bike lanes are present between Fair Oaks Avenue and Sunnyvale Avenue. On-street parking is permitted along certain segments of the roadway. El Camino Real provides regional access to the ECRCSP study area via its interchanges with SR 85 and Lawrence Expressway, as well as its intersections with SR 237, Mathilda Avenue Fair Oaks Avenue and Wolfe Road.

Lawrence Expressway is a north-south, eight-lane expressway with a raised median and a posted speed limit of 50 mph. It begins at Saratoga Avenue in the south, crosses through Sunnyvale, and extends northward and transitions into Caribbean Drive. HOV lanes are present between Stevens Creek Boulevard and US 101. Lawrence Expressway connects with US 101 via full-access freeway interchanges. Lawrence Expressway includes sidewalks along both sides on most segments and crosswalks at signalized intersections. There are no bike lanes on Lawrence Expressway, but bikes are allowed to ride on the shoulders. On-street parking is not permitted on this roadway. Lawrence Expressway provides regional access to the ECRCSP study area via its interchanges with SR 237, US 101, Central Expressway and I-280.

Central Expressway is an east-west, four-lane to six-lane expressway. It begins at Trimble Road in the east, crosses Sunnyvale, extends westward and transitions into Alma Street. In the study area, Central Expressway has two eastbound lanes and two westbound lanes and a posted speed limit of 50 mph.

Central Expressway is mostly grade-separated within Sunnyvale except at Mary Avenue. The Mary Avenue intersection has crosswalks with pedestrian push buttons and signal heads across all legs.

There are no sidewalks or bike lanes along Central Expressway, but bikes are allowed to ride on the shoulders. On-street parking is not permitted on this roadway. Central Expressway has an intersection at Mary Avenue and interchanges at Mathilda Avenue, Fair Oaks Avenue, Wolfe Road and Lawrence Expressway.

Bernardo Avenue is a north-south, two- to four-lane roadway with a posted speed limit of 30 mph. It begins at Evelyn Avenue and extends south through El Camino Real to Homestead Road. Bernardo Avenue has sidewalks in the northbound direction south of Fremont Avenue and sidewalks on both sides north of Fremont Avenue. Intersections with major roadways have crosswalks, pedestrian push buttons, and signal heads. Bike lanes are present along Bernardo Avenue between Remington Drive and El Camino Real. On-street parking is permitted along most segments of Bernardo Avenue.

Mary Avenue is a north-south, two to six-lane roadway with a posted speed limit of 35 to 40 mph. It extends from Almanor Avenue south to Homestead Road. Mary Avenue has sidewalks and bike lanes along both sides throughout Sunnyvale. Intersections with major roadways have crosswalks, pedestrian push buttons, and signal heads. On-street parking is generally permitted along the roadway segments within the residential neighborhood. Mary Avenue provides regional access to the study area via its intersection with Central Expressway.

Attachment 15

Page 25 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 11
Hollenbeck Avenue/Pastoria Avenue is a north-south, two-lane roadway with a posted speed limit of 25 to 30 mph. S. Pastoria Avenue extends from E Evelyn Avenue south to El Camino Real, transitions to Hollenbeck Avenue and extends south to Homestead Road. Hollenbeck Avenue/Pastoria Avenue has sidewalks along both sides of the roadway. Intersections with major roadways have crosswalks, pedestrian push buttons, and signal heads. Bike lanes are present on Hollenbeck Avenue between Danforth Drive and El Camino Real as well as south of Alberta Avenue. On-street parking is permitted along most segments of the roadway.

Mathilda Avenue/Sunnyvale-Saratoga Road is a north-south, six-lane roadway with a posted speed limit of 35 to 45 mph. It extends from E Caribbean Drive (north of US 237) south past El Camino Real, transitions to Sunnyvale-Saratoga Road and extends south into Cupertino and Saratoga. There are sidewalks on both sides of the street for the whole length of the roadway with crosswalks, pedestrian push buttons, and signal heads at all major intersections. Bike lanes are generally present along Mathilda Avenue north of Iowa Avenue. Bike lanes are present along Mathilda Avenue/Sunnyvale- Saratoga Road south of El Camino Real. Within the immediate vicinity of the ECRCSP study area, on- street parking is not permitted along the roadway. Mathilda Avenue provides regional access to the ECRCSP study area via its interchanges with SR 237, US 101, Central Expressway and I-280.

Sunnyvale Avenue is a north-south, two-lane roadway with a posted speed limit of 30 mph. It extends from E Maude Avenue south to El Camino Real. Sunnyvale Road has sidewalks on both sides of the roadway through all segments with crosswalks, pedestrian push buttons, and signal heads at all major intersections. Bike lanes are present along Sunnyvale Avenue south of Evelyn Avenue. Within the immediate vicinity of the ECRCSP study area, on-street parking is not permitted along the roadway.

Fair Oaks Avenue is a north-south, four- to six-lane roadway with a posted speed limit of 30 mph. It extends from SR 237 to El Camino Real and transitions into Remington Drive. Sidewalks exist on both sides for most of the segments along with crosswalks, pedestrian push buttons, and signal heads at all major intersections. Bike lanes are present along Fair Oaks Avenue between Evelyn Avenue and Kifer Road as well as south of Old San Francisco Road. On-street parking is generally permitted north of Old San Francisco Road. Fair Oaks Avenue provides regional access to the ECRCSP study area via its interchanges with SR 237, US 101 and Central Expressway.

Wolfe Road is a four-lane to six-lane, north-south arterial that begins north at N. Fair Oaks Avenue, and extends south into the City of Cupertino, ending at Stevens Creek Boulevard (its transition point into Miller Avenue). Wolfe Road has a posted speed limit of 35 mph in the study area. Wolfe Road includes sidewalks along most segments on both directions of travel and crosswalks at signalized intersections. Bike lanes are present along Wolfe Road north of Reed Avenue as well as south of Fremont Avenue. On-street parking is permitted along only certain segments of the roadway. Wolfe Road provides regional access to the ECRCSP study area via its interchanges with Central Expressway and I-280.

Evelyn Avenue is a two-lane to four-lane roadway that begins west at Castro Street in the City of Mountain View and extends east to its terminal at Reed Avenue in the City of Sunnyvale. Within Sunnyvale, Evelyn Avenue includes generally two travel lanes and a center two-way left-turn lane and has a posted speed limit of 30 mph in the study area. Evelyn includes sidewalks and bicycle lanes on both directions of travel and crosswalks at signalized intersections. On-street parking is permitted along most segments of this roadway.

Attachment 15

Page 26 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 12
Remington Drive is an east-west, two to four-lane roadway that begins west at S Bernardo Avenue and ends at El Camino Real before transitioning into Fair Oaks Avenue. It has bike lanes and sidewalks along both directions of the roadway on all segments and has crosswalks, pedestrian push buttons, and signal heads at major intersections. On-street parking is permitted west of Sunnyvale-Saratoga Road.

Fremont Avenue is an east-west, two to six-lane roadway with a posted speed limit of 30 mph that begins west along Foothill Expressway in Los Altos and ends as it joins El Camino Real. It has bike lanes along the full length of the roadway. There are sidewalks on both sides of the roadway along some segments and there are crosswalks, pedestrian push buttons, and signal heads at major intersections. On-street parking is not permitted on this roadway. Fremont Avenue provides regional access to the ECRCSP study area via its interchange with SR 85.

Homestead Road is an east-west, two to four-lane roadway with a posted speed limit of 30 mph that begins west at Foothill Expressway in Los Altos through Sunnyvale to Lafayette Street in Santa Clara.

There are bike lanes and sidewalks on both sides along certain segments of the road and crosswalks, pedestrian push buttons, and signal heads at major intersections. On-street parking is generally not permitted on this roadway. Homestead Road provides regional access to the ECRCSP study area via its interchange with SR 85 and intersection with Lawrence Expressway.

Existing Bicycle Facilities
Bicycle facilities in the vicinity of the ECRCSP study area include bike lanes and bike routes. Bike lanes are lanes on roadways designated for use by bicycles with special lane markings, pavement legends, and signage. Bike routes are streets that accommodate bicycles with pavement markings and signage but are not separate from the travel lanes.

The existing bicycle facilities in the study area are shown on Figure 2. The following bicycle facilities exist within the immediate vicinity of the ECRCSP study area:

Bike Lanes:
• El Camino real between Fair Oaks Avenue and Sunnyvale Avenue • Bernardo Avenue between Remington Drive and El Camino Real • Mary Avenue
• Hollenbeck Avenue between Danforth Drive and El Camino Real • Mathilda Avenue northbound between Iowa Avenue and Washington Avenue • Mathilda Avenue/Sunnyvale-Saratoga Road south of El Camino Real • Sunnyvale Avenue
• Cezanne Drive between El Camino Real and Old San Francisco Road • Remington Drive
• Evelyn Avenue
• Old San Francisco Road/Reed Avenue west of Lawrence Expressway • Fremont Avenue

Attachment 15

Page 27 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 13
Bike routes are present along Wolfe Road between Fremont Avenue and Reed Avenue, and on Fair Oaks Avenue between Old San Francisco Road and Evelyn Avenue and between Kifer Road and Ahwanee Avenue. According to the City of Sunnyvale Bike Map, 2018 Edition, there are three guided bike routes within the City. Each guided route is briefly described below and shown on Figure 2:

• Bike Route 352: This is a generally north-south bike route that extends north from the southern City limits into the Moffett Park area. North of El Camino Real, this route travels along Sunnyvale Avenue until Evelyn Avenue and transitions into Bike Route 353 (described below).

South of El Camino Real, this bike route zigzags along local roadways west of Sunnyvale- Saratoga Road, providing access to Fremont High School and Nimitz Elementary School.

• Bike Route 353: This is a generally north-south bike route that extends north from the southern City limits into the Moffett Park area. South of Evelyn Avenue, this route transitions into Bike Route 352 (described above). North of Evelyn Avenue, this route travels mostly along Morse Avenue south of US 101 and along Borregas Avenue north of US 101. Bike Route 353 provides access to Bishop Elementary School and Columbia Middle School.

• Bike Route 600: This is a generally east-west bike route that extends east from the intersection at Bernardo Avenue and El Camino Real and ending east at Poinciana Drive. This route travels parallel and north of El Camino Real along residential roadways (mainly Olive Avenue, Gail Avenue, Iris Avenue and Lily Avenue). This route provides access to the Civic Center, Ellis Elementary School, Braly Elementary School and Ponderosa Elementary School.

Overall, the existing bicycle facilities in the ECRCSP study area provide adequate connection for bicycles travelling in the north-south direction. Along El Camino Real, bike lanes are present along only a short segment between Fair Oaks Avenue and Sunnyvale Avenue. On other segments of El Camino Real, bicycles have to travel in the curb lanes. Although the curb lanes are generally wider than other travel lanes, factors such as high travel speeds, high vehicular volumes, presence of on-street parking (along certain segments) and the number of driveways can discourage bicycle travel along El Camino Real. Bicycles travelling in the east-west direction have to resort to Bike Route 600, which is slightly circuitous and involves many turns.

Existing Pedestrian Facilities
Within the immediate vicinity of the ECRCSP study area, sidewalks are present along both sides of all major roadways. Pedestrian crosswalks and signal heads are presents at all major signalized intersections along El Camino Real. Currently, sidewalks along El Camino Real are generally six feet wide. According to the City’s current General Plan Land Use and Transportation Element, El Camino Real, which is a Class I arterial, should have sidewalks with a width of 11 to 13 feet. The current sidewalk widths along El Camino Real do not comply with General Plan standards.

Attachment 15

Page 28 of 557 ends

El Camino Real Corridor Speciﬁc Plan
Figure 2
Existing Bicycle Facilities
Lawrence Expy
S Mary Ave
Central Expy
Kifer Rd
Hollenb
eck Ave
E Arques Ave
Pruneridge Ave
S Wolfe Rd
E Evelyn Ave
E Homestead Rd
S Bernardo Ave
Borregas Ave
N Fair Oaks Ave
W Fremont Ave
N MathildaN Mathilda
AveAve
N Mathilda
Ave
E Duane Ave
W Maude Ave
E Middlefield Rd
Tasman Dr
W Iowa Ave
W Remington Dr
Monroe St
W Olive Ave
Reed Ave
N Mary Ave
W Washington Ave
S Mathilda Ave
Cabrillo Ave
Benton St
Enterprise
W California Ave Oakmead Pkwy
S Fair Oaks Ave
E Maude AveW Evelyn Ave
Sunnyvale Saratoga Rd
Sylvan AveSylvan Ave
El CaminoEl Camino
RealReal
Popla
r Ave
Poplar AveHenderson AveHenderson Ave
Halford AveHalford Ave
McKinleyMcKinley
AveAve
Indio WyIndio Wy
AlmanorAlmanor
AveAve
San Aleso AveSan Aleso Ave
Sylvan Ave
El Camino
Real
Popla
r Ave
Henderson Ave
Halford Ave
McKinley
Ave
Indio Wy
Almanor
Ave
San Aleso Ave
280
237
85 101
= City of Sunnyvale
= Study Area Boundary
LEGEND
= Class II Bike Lanes
= Class III Bike Routes
= Class I Bike Paths
= Class IV Separated Bikeways
= Guided Bike Route 353
= Guided Bike Route 600
= Guided Bike Route 352
Attachment 15

Page 29 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 15
Existing Transit Service
Existing transit services in the vicinity of the El Camino Real Corridor Specific Plan (ECRCSP) study area are provided by VTA and the City of Mountain View. VTA bus routes serving the ECRCSP study area are described in Table 4 and shown on Figure 3. Bus routes 22 and 522 provide service along the entire length of El Camino Real within the City of Sunnyvale. Bus routes 53, 55, 56, and 523 provide service within the City of Sunnyvale in mostly a north-south direction and stop within the El Camino Real Corridor Specific Plan (ECRCSP) study area. The Mountain View Community Shuttle provides service in the City of Mountain View and stops within ¼ mile of the ECRCSP study area.

Table 4
Existing Transit Services

Weekday Hours
Bus Route Route Description Closest Bus Stops of Operation Headway Local Route 22 Palo Alto Transit Center to
Eastridge Transit Center via El
Camino
El Camino Real at Bernardo Avenue, Grape
Avenue, Mary Avenue, Pastoria Avenue, Mathilda
Avenue, Sunnyvale Avenue, Cezanne Drive, Fair
Oaks Avenue, Maria Lane, Wolfe Road, Poplar
Avenue, and Sycamore Terrace
All Day 15 min
Local Route 53 Downtown Sunnyvale to Santa
Clara Transit Center
Bernardo Avenue & El Camino Real, Bernado
Avenue & Iowa Avenue
6:30 AM - 8:00 PM 30 min
Local Route 55 De Anza College to Old
Ironsides Station
Sunnyvale-Saratoga Avenue & El Camino Real,
Sunnyvale Avenue & Olive Avenue
5:30 AM - 10:00 PM 30 min
Local Route 56 Lockheed Martin Transit Center
to Tamien Station
Wolfe Road & Fremont Avenue/Eleanor Way,
Wolfe Road & El Camino Real
5:30 AM - 10:00 PM 30 min
Rapid Route 522 Palo Alto Transit Center to
Eastridge Transit Center
El Camino Real at Bernardo Avenue, Sunnyvale
Avenue, Fair Oaks Avenue, Wolfe Road,
5:00 AM - 11:00 PM 12 min
Rapid Route 523 Berryessa BART to Lockheed
Martin
Sunnyvale-Saratoga Avenue & El Camino Real 5:30 AM - 10:30 PM 15 min Mountain View
Community Shuttle
Loop including Mountain View
Transit Center, San Antonio
Center, and Sylvan Park
Sylvan Avenue & El Camino Real 10:00 AM - 6:00 PM 30 min Attachment 15

Page 30 of 557 ends

85 237
El Camino Real Corridor Specific Plan
Figure 3
Existing Transit Services
= City of Sunnyvale
= Study Area Boundary
LEGEND
= VTA Bus Route 53
= VTA Bus Route 22
= VTA Bus Route 56
= VTA Bus Route 55
= VTA Rapid Bus Route 522
= VTA Rapid Bus Route 523
Lawrence
Caltrain Station
Sunnyvale
Caltrain
Station
= Caltrain
= Caltrain Station
= Mountain View Community Shuttle
= Closest Bus Stops
Washington AveWashington Ave
El Camino Real
El Camino Real
Kifer Rd
S Mary Ave
Lawrence Expy
Hollenbeck Ave
E Arques Ave
S Wolfe Rd
E Evelyn Ave
S Bernardo Ave
W Fremont Ave
Monroe St
W Iowa Ave
W Remington Dr
Kiely Blvd
Reed Ave
Cabrillo Ave
Bowers Ave
S Mathilda Ave
Benton St
S Pastoria Ave
W California Ave
Oakmead Pkwy
S Fair Oaks Ave
S Sunnyvale Ave
Sunnyvale Saratoga Rd
Commercial St
Central Expy
Attachment 15

Page 31 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 17
Caltrain Service
Commuter rail service between San Francisco and Gilroy is provided by Caltrain. There are two Caltrain stations within the City of Sunnyvale: the Sunnyvale Caltrain Station and the Lawrence Caltrain Station.

Sunnyvale Caltrain Station
The Sunnyvale Caltrain Station, located near the intersection of Frances Street and Evelyn Avenue, provides Caltrain service with approximately 15- to 30-minute headways during the weekday AM and PM commute hours and 60-minute headways during weekday midday and night hours as well as on weekends. The Sunnyvale Caltrain Station provides service for all Local, Limited-Stop, and Baby-Bullet trains. VTA bus routes 53, 55 and 523 all stop at the Sunnyvale Transit Center, which is across street from the Sunnyvale Caltrain Station. The Sunnyvale Caltrain Station is located approximately 4,000 feet from El Camino Real (measured from the intersection at Mathilda Avenue), approximately a 15- to 20- minute walking distance.

Lawrence Caltrain Station
The Lawrence Caltrain Station, located beneath the Lawrence Expressway overcrossing between Reed Avenue and Kifer Road, provides Caltrain service with approximately 20- to 30-minute headways during the weekday AM and PM commute hours and 60-minute headways during weekday midday and night hours as well as on weekends. The Lawrence Caltrain Station provides service for only Local and Limited-Stop trains. The Baby-Bullet train does not stop at the Lawrence Caltrain Station. The Lawrence Caltrain Station is located approximately 1.25 miles from El Camino Real (measured from the interchange at Lawrence Expressway).

Three free public Caltrain shuttles provide service at the Lawrence Caltrain Station: the Duane Avenue shuttle, the Bowers-Walsh shuttle, and the Mission shuttle. These shuttles are funded jointly by the Bay Area Air Quality Management District, the Peninsula Corridor Joint Powers Board and private employers. None of these shuttles provide service to the ECRCSP study area.

Existing Intersection Lane Configurations
The existing lane configurations at the study intersections were determined by observations in the field and are shown on Figure 4.

Existing Traffic Volumes
Existing traffic volumes were obtained from peak hour counts collected in 2017 and 2018 as well as the 2018 CMP TRAFFIX database. The existing peak-hour intersection volumes are shown in Figure 5.

Intersection turning-movement counts conducted for this analysis are presented in Appendix A.

Attachment 15

Page 32 of 557 ends

Attachment 15

Page 33 of 557 ends

Attachment 15

Page 34 of 557 ends

Attachment 15

Page 35 of 557 ends

Attachment 15

Page 36 of 557 ends

Attachment 15

Page 37 of 557 ends

Attachment 15

Page 38 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 24
Existing Intersection Levels of Service
Intersection levels of service were evaluated against the respective city and CMP standards. The results of the intersection level of service analysis under existing conditions are summarized in Table 5 and shown on Figure 6. The results of the analysis show that the following intersections currently operate at unacceptable levels:

County of Santa Clara Intersections:
• Lawrence Expressway & Kifer Road (#51) – PM Peak Hour (LOS F) • Lawrence Expressway & Reed Avenue/Monroe Road (#52) – AM Peak Hour (LOS F)

The intersection levels of service calculation sheets are included in Appendix C.

Existing Freeway Levels of Service
Existing weekday AM and PM peak-hour traffic volumes on the study freeway segments were obtained from the 2017 CMP Annual Monitoring Report. The existing freeway levels of service during the weekday peak hours of traffic are summarized in Figures 7 to 10.

Attachment 15

Page 39 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 25
Table 5
Existing Intersection Levels of Service

Avg.

Peak Count LOS Delay
# Intersection Hour Date Std. (sec) LOS
1 AM 11/14/17 E 69.9 E
PM 10/30/18 56.7 E+
2 AM 11/14/17 D 35.3 D+
PM 11/14/17 36.0 D+
3 AM 11/14/17 E 44.6 D
PM 11/14/17 43.3 D
4 AM 11/14/17 E 41.7 D
PM 10/30/18 39.1 D
5 AM 11/14/17 E 34.3 C-
PM 11/14/17 38.8 D+
6 AM 11/14/17 E 47.9 D
PM 10/30/18 45.7 D
7 AM 11/14/17 E 33.4 C-
PM 11/14/17 40.3 D
8 AM 05/08/18 E 41.0 D
PM 10/30/18 41.8 D
9 AM 11/14/17 E 53.5 D-
PM 10/30/18 46.4 D
10 AM 11/14/17 E 19.0 B-
PM 11/14/17 12.0 B
11 AM 11/14/17 E 17.2 B
PM 11/14/17 22.7 C+
12 AM 11/14/17 D 20.6 C+
PM 11/14/17 44.5 D
13 AM 11/14/17 E 34.5 C-
PM 11/15/18 28.8 C
14 AM 11/14/17 D 15.0 B
PM 11/14/17 21.4 C+
15 AM 11/14/17 E 51.5 D-
PM 12/13/18 60.1 E
16 AM 11/14/17 D 40.4 D
PM 11/14/17 43.3 D
17 AM 11/14/17 D 13.4 B
PM 11/14/17 16.1 B
18 AM 11/14/17 D 31.7 C
PM 11/14/17 28.9 C
19 AM 11/14/17 D 41.9 D
PM 11/14/17 43.3 D
20 AM 11/14/17 D 36.6 D+
PM 11/14/17 30.0 C
Notes :
* = CMP, + = Regionally Significant Intersection, MV = Mountain View, SC = Santa Clara, County = County of Santa Clara ">120" indicates this signalized intersection experiences lengthy delay that is beyond the reasonable calculation range of the HCM 2000 methodology.

Mary Avenue & Remington Drive
Mary Avenue & Fremont Avenue
Mary Avenue & Homestead Road
Mary Avenue & Washington Avenue
Sunnyvale Avenue & El Camino Real (+)
Fair Oaks Avenue & El Camino Real (*)
Wolfe Road & El Camino Real (*)
Poplar Avenue & El Camino Real (+)
Henderson Avenue & El Camino Real (+)
Halford Avenue & El Camino Real (SC)
Lawrence Expressway Ramps & El Camino Real (SC*)
Ellis Street & Middlefield Road (MV)
Mary Avenue & Central Expressway (County*)
Mary Avenue & Evelyn Avenue
Mathilda Avenue & El Camino Real (*)
Existing Conditions
SR 237 & El Camino Real (MV*)
Sylvan Avenue & El Camino Real (MV)
Bernardo Avenue & El Camino Real (+)
Mary Avenue & El Camino Real (*)
Pastoria Avenue & El Camino Real (+)
Attachment 15

Page 40 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 26
Table 5 (continued)
Existing Intersection Levels of Service

Avg.

Peak Count LOS Delay
# Intersection Hour Date Std. (sec) LOS
21 AM 11/14/17 D 23.3 C
PM 11/14/17 19.9 B-
22 AM 11/14/17 D 20.6 C+
PM 11/14/17 24.9 C
23 AM 11/14/17 D 19.2 B-
PM 11/14/17 38.9 D+
24 AM 11/14/17 D 21.6 C+
PM 11/14/17 14.9 B
25 AM 11/14/17 D 39.4 D
PM 11/14/17 45.0 D
26 AM 11/14/17 D 42.3 D
PM 11/14/17 51.9 D-
27 AM 11/14/17 E 26.7 C
PM 11/14/17 30.4 C
28 AM 11/14/17 E 7.3 A
PM 11/14/17 7.2 A
29 AM 11/14/17 E 43.6 D
PM 10/30/18 47.2 D
30 AM 11/14/17 E 36.3 D+
PM 11/14/17 22.9 C+
31 AM 11/14/17 E 24.2 C
PM 11/14/17 32.1 C-
32 AM 11/14/17 E 34.3 C-
PM 11/14/17 34.5 C-
33 AM 11/14/17 E 14.1 B
PM 11/14/17 17.4 B
34 AM 11/14/17 E 15.7 B
PM 11/14/17 16.0 B
35 AM 11/14/17 E 15.5 B
PM 11/14/17 18.4 B-
36 AM 11/14/17 E 22.7 C+
PM 11/14/17 28.5 C
37 AM 11/14/17 E 42.9 D
PM 10/30/18 43.6 D
38 AM 11/14/17 E 49.0 D
PM 10/30/18 47.8 D
39 AM 11/14/17 E 44.8 D
PM 10/30/18 40.0 D
40 AM 11/14/17 D 9.8 A
PM 11/14/17 16.8 B
Notes :
* = CMP, + = Regionally Significant Intersection, MV = Mountain View, SC = Santa Clara, County = County of Santa Clara ">120" indicates this signalized intersection experiences lengthy delay that is beyond the reasonable calculation range of the HCM 2000 methodology.

Mathilda Avenue & Olive Avenue (+)
Mathilda Avenue & Sunnyvale-Saratoga Road (+)
Sunnyvale-Saratoga Road & Remington Drive (*)
Sunnyvale-Saratoga Road & Fremont Avenue (*)
Sunnyvale-Saratoga Road & Homestead Road (CU*)
Sunnyvale Avenue & McKinley Avenue
Mathilda Avenue & Maude Avenue (*)
Mathilda Avenue & Indio Way (+)
Existing Conditions
Mathilda Avenue & California Avenue (+)
Mathilda Avenue & Washington Avenue (+)
Mathilda Avenue & McKinley Avenue (+)
Mathilda Avenue & Iowa Avenue (+)
SR 85 SB Ramps & Homestead Road
SR 85 NB Ramps & Homestead Road
Hollenbeck Avenue & Fremont Avenue
Hollenbeck Avenue & Homestead Road
Mathilda Avenue & Almanor Avenue (+)
Mathilda Avenue & San Aleso Avenue (+)
SR 85 SB Ramps & Fremont Avenue
SR 85 NB Ramps & Fremont Avenue
Attachment 15

Page 41 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 27
Table 5 (continued)
Existing Intersection Levels of Service

Avg.

Peak Count LOS Delay
# Intersection Hour Date Std. (sec) LOS
41 AM 05/08/18 D 32.1 C-
PM 05/08/18 30.2 C
42 AM 05/08/18 D 34.8 C-
PM 05/08/18 44.5 D
43 AM 11/14/17 D 35.6 D+
PM 11/14/17 40.8 D
44 AM 11/14/17 D 29.0 C
PM 11/14/17 43.1 D
45 AM 11/14/17 D 37.0 D+
PM 11/14/17 38.9 D+
46 AM 11/14/17 D 43.7 D
PM 11/14/17 47.5 D
47 AM 11/14/17 D 35.4 D+
PM 11/14/17 35.1 D+
48 AM 11/14/17 D 26.0 C
PM 11/14/17 39.6 D
49 AM 05/23/19 E 40.4 D
PM 05/23/19 52.3 D-
50 AM 04/04/17 E 48.2 D
PM 11/13/18 71.6 E
51 AM 03/07/18 E 54.4 D-
PM 03/07/18 101.6 F
52 AM 03/07/18 E 114.8 F
PM 11/13/18 61.8 E
53 AM 03/07/18 E 52.1 D-
PM 03/07/18 48.6 D
54 AM 11/14/17 E 53.7 D-
PM 11/14/17 40.5 D
55 AM 11/14/17 E 56.8 E+
PM 11/15/18 65.9 E
56 AM 11/14/17 E 61.2 E
PM 11/14/17 43.8 D
Notes:

BOLD indicates unacceptable level of service
Existing Conditions
">120" indicates this signalized intersection experiences lengthy delay that is beyond the reasonable calculation range of the HCM 2000 methodology.
* = CMP, + = Regionally Significant Intersection, MV = Mountain View, SC = Santa Clara, County = County of Santa Clara Lawrence Expressway & Kifer Road (County)
Lawrence Expressway & Monroe Street (County*)
Lawrence Expressway & Cabrillo Avenue (County)
Lawrence Expressway & Benton Street (County)
Lawrence Expressway & Homestead Road (County*)
Lawrence Expressway & Pruneridge Avenue (County)
Wolfe Road & Reed Avenue
Wolfe Road & Fremont Avenue
Wolfe Road & Homestead Road
Tantau Avenue & Homestead Road
Lawrence Expressway & Oakmead Parkway (County)
Lawrence Expressway & Arques Avenue (County*)
Fair Oaks Avenue & Duane Avenue
Fair Oaks Avenue & Arques Avenue
Wolfe Road & Arques Avenue
Wolfe Road & Kifer Road
Attachment 15

Page 42 of 557 ends

El Camino Real Corridor Speciﬁc Plan
Figure 6
Existing Intersection Levels of Service Summary
X
= City of Sunnyvale
= Study Intersections
= Study Area Boundary
LEGEND
= AM LOS
= PM LOS
= LOS A - D
= LOS E
= LOS F
1 2
3 4
5 6
7 40
8 10 11 12
27 28
29 30
31 32
33 34
35 36
37 38
39 21 22 19 25
23 24 20 26 48
18 9
46 47
49 50
51 52
53 13
54 55
56 15
16 17
14 42
41 43
44 45
Lawrence Expy
S Mary Ave
Central Expy
Kifer Rd
Hollenb
eck Ave
E Arques Ave
Pruneridge Ave
S Wolfe Rd
E Evelyn Ave
E Homestead Rd
S Bernardo Ave
Borregas Ave
N Fair Oaks Ave
W Fremont Ave
N Mathilda Ave
E Duane Ave
W Maude Ave
E Middlefield Rd
Tasman Dr
W Iowa Ave
W Remington Dr
Monroe St
W Olive Ave
Reed Ave
N Mary Ave
W Washington Ave
S Mathilda Ave
Cabrillo Ave
Benton St
Enterprise
W California Ave Oakmead Pkwy
S Fair Oaks Ave
E Maude AveW Evelyn Ave
Sunnyvale Saratoga Rd
Sylvan AveSylvan Ave
ElElCaminoCamino
RealReal
Popla
r Ave
Poplar AveHenderson AveHenderson Ave
Halford AveHalford Ave
McKinleyMcKinley
AveAve
Indio WyIndio Wy
AlmanorAlmanor
AveAve
San Aleso AveSan Aleso Ave
Sylvan Ave
ElCamino
Real
Popla
r Ave
Henderson Ave
Halford Ave
McKinley
Ave
Indio Wy
Almanor
Ave
San Aleso Ave
280
237
85 101
Attachment 15

Page 43 of 557 ends

Figure 7
Existing Freeway Levels of Service Sumary - AM Peak-Hour - Mixed-Flow Lanes El Camino Real Corridor Specific Plan
LEGEND
= Unacceptable LOS (LOS F)
= Acceptable LOS (LOS E or Better)
= City of Sunnyvale
= El Camino Real Specific Plan Study Area Boundary
Embarcadero Rd
Oregon Expwy
San Antonio Ave
El Camino Real
Central Expwy
Lawrence Expwy
Fair Oaks Ave
Mathilda Ave
Great America
Pkwy
De Anza Blvd
Mary Ave
Page Mill Rd
El Monte Ave
Rengstorff Ave
Shoreline Blvd
Magdalena
Ave
Foothill Expwy
Wolfe Rd
Saratoga A
ve
Winchester Blvd
Meridian
Ave
Bird Ave
McLaughlin Ave
Montague Expwy
Zanker Rd
McCarthy Blvd
First St
Fremont Ave
Moffett Blvd
10th St
101
101
85 237
87 17
280
880
Attachment 15

Page 44 of 557 ends

Figure 8
Existing Freeway Levels of Service Summary - AM Peak-Hour - HOV Lanes El Camino Real Corridor Specific Plan
LEGEND
= Unacceptable LOS (LOS F)
= Acceptable LOS (LOS E or Better)
= City of Sunnyvale
= El Camino Real Specific Plan Study Area Boundary
= Freeway Segment has No HOV Lanes
Embarcadero Rd
Oregon Expwy
San Antonio Ave
El Camino Real
Central Expwy
Lawrence Expwy
Fair Oaks Ave
Mathilda Ave
Great America
Pkwy
De Anza Blvd
Mary Ave
Page Mill Rd
El Monte Ave
Rengstorff Ave
Shoreline Blvd
Magdalena
Ave
Foothill Expwy
Wolfe Rd
Saratoga A
ve
Winchester Blvd
Meridian
Ave
Bird Ave
McLaughlin Ave
Montague Expwy
Zanker Rd
McCarthy Blvd
First St
Fremont Ave
Moffett Blvd
10th St
101
101
85 237
87 17
280
880
Attachment 15

Page 45 of 557 ends

Figure 9
Existing Freeway Levels of Service Summary - PM Peak-Hour - Mixed-Flow Lanes El Camino Real Corridor Specific Plan
LEGEND
= Unacceptable LOS (LOS F)
= Acceptable LOS (LOS E or Better)
= City of Sunnyvale
= El Camino Real Specific Plan Study Area Boundary
Embarcadero Rd
Oregon Expwy
San Antonio Ave
El Camino Real
Central Expwy
Lawrence Expwy
Fair Oaks Ave
Mathilda Ave
Great America
Pkwy
De Anza Blvd
Mary Ave
Page Mill Rd
El Monte Ave
Rengstorf
f Ave
Shoreline Blvd
Magdalena
Ave
Foothill Expwy
Wolfe Rd
Saratoga A
ve
Winchester Blvd
Meridian
Ave
Bird Ave
McLaughlin A
ve
Montague Expwy
Zanker Rd
McCarthy Blvd
First St
Fremont Ave
Moffett Blvd
10th St
101
101
85 237
87 17
280
880
Attachment 15

Page 46 of 557 ends

Figure 10
Existing Freeway Levels of Service Summary - PM-Peak Hour - HOV Lanes El Camino Real Corridor Specific Plan
LEGEND
= Unacceptable LOS (LOS F)
= Acceptable LOS (LOS E or Better)
= City of Sunnyvale
= El Camino Real Specific Plan Study Area Boundary
= Freeway Segment has No HOV Lanes
Embarcadero Rd
Oregon Expwy
San Antonio Ave
El Camino Real
Central Expwy
Lawrence Expwy
Fair Oaks Ave
Mathilda Ave
Great America
Pkwy
De Anza Blvd
Mary Ave
Page Mill Rd
El Monte Ave
Rengstorff Ave
Shoreline Blvd
Magdalena
Ave
Foothill Expwy
Wolfe Rd
Saratoga Ave
Winchester Blvd
Meridian
Ave
Bird Ave
McLaughlin Ave
Montague Expwy
Zanker Rd
McCarthy Blvd
First St
Fremont Ave
Moffett Blvd
10th St
101
101
85 237
87 17
280
880
Attachment 15

Page 47 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 33
Existing Freeway Ramp Capacity Analysis
This analysis consists of a volume-to-capacity ratio evaluation of the study freeway ramps. The ramp capacities were obtained from the Highway Capacity Manual 2000 (Chapter 25), which considers both the free-flow speed and the number of lanes on the study ramps. As a conservative approach, on- ramps that currently have ramp meter equipment are analyzed with a capacity of 900 vehicles per hour for the mixed-flow lanes. The peak-hour freeway ramp volumes were obtained from recent traffic counts and Caltrans (see Table 6).

The ramp analysis shows that the freeway ramps currently have sufficient capacity to serve the existing traffic volumes. The study ramps have a volume-to-capacity (V/C) ratio that is well below 1.0, which means that the existing traffic demand is lower than the ramp capacity.

Table 6
Existing Freeway Ramp Capacity Analysis

Interchange Ramp Type Mixed HOV Meter 1 Capacity 2 Volume 3 V/C US 101/Lawrence Expwy SB On-Ramp fr. NB Lawrence Expwy Diagonal AM 584 0.32 PM 352 0.20
NB On-Ramp fr. NB Lawrence Expwy Loop AM 484 0.27
PM 378 0.21
NB Off-Ramp to Lawrence Expwy Diagonal AM 1278 0.34
PM 1185 0.31
SB Off-Ramp to Lawrence Expwy Diagonal AM 738 0.19
PM 1753 0.46
US 101/Fair Oaks Ave SB On-Ramp fr. NB Fair Oaks Ave Diagonal AM 616 0.34 PM 225 0.13
NB Off-Ramp to Fair Oaks Ave Diagonal AM 414 0.21
PM 894 0.45
NB On-Ramp fr. Fair Oaks Ave Diagonal AM 1057 0.59
PM 416 0.23
SB Off-Ramp to SB Fair Oaks Ave Diagonal AM 363 0.18
PM 893 0.45
US 101/Mathilda Ave SB On-Ramp fr. NB Mathilda Ave Diagonal AM 478 0.27 PM 532 0.30
NB On-Ramp fr. NB Mathilda Ave Loop AM 287 0.16
PM 295 0.16
NB Off-Ramp to SB Mathilda Ave Loop AM 722 0.40
PM 729 0.41
SB Off-Ramp to SB Mathilda Ave Diagonal AM 404 0.20
PM 448 0.22
Notes:

NB = Northbound, SB = Southbound, fr. = from

1. As a conservative approach, if an on-ramp has meter equipment present , the ramp is analyzed assuming it is metered.

3. Existing peak hour volumes are obtained through intersection counts and Caltrans.

Existing Conditions

2. Ramp capacities were obtained from Highway Capacity Manual, 2000 , and considered the free-flow speed, the number of lanes on the ramp, and ramp metering.
1 - - 1,800
1 - - 2,000
1 1 Equipment
Present 1,800
1 1 Equipment
Present 1,800
1 1 Equipment
Present 1,800
1 - - 2,000
Equipment
Present 1,800
1 - - 2,000
Peak
Hour
1 1 Equipment
Present 1,800
Lanes
Equipment
Present12 1,800
2 - - 3,800
2 - - 3,800
1 1
Attachment 15

Page 48 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 34

3. Year 2035 Cumulative Conditions
This chapter presents a summary of the cumulative traffic conditions that would occur in year 2035 with the proposed El Camino Real Corridor Specific Plan (ECRCSP). The year 2035 cumulative scenario assumes buildout of the current general plan, the proposed ECRCSP, the proposed update to the Lawrence Station Area Plan, the proposed Fortinet Precise Plan, the proposed update to the Downtown Specific Plan, as well as regional growth. To determine potential impacts generated by the ECRCSP, a separate model run was conducted assuming no growth in the ECRCSP area beyond the current general plan. The cumulative scenario was compared to the cumulative no ECRCSP scenario to disclose impacts. The Sunnyvale Travel Demand Forecasting Model (STFM) for year 2035 was used to forecast the year 2035 cumulative traffic volumes. Model assumptions and inputs are described in this chapter as well.

Traffic Volumes and Roadway Network
The year 2035 forecasts of intersection turning movements, freeway traffic, ramp volumes, and vehicle miles traveled were completed using the Sunnyvale Travel Demand Forecast Model (STFM). The STFM is a mathematical representation of travel within the nine counties in the San Francisco Bay Area and is calibrated to represent travel within the City of Sunnyvale. The model uses socioeconomic data, such as number of jobs and households, for difference geographic areas (transportation analysis zones) to predict the travel from place to place in the future. There are 172 transportation analysis zones within the model to represent the City of Sunnyvale.

Table 7 shows the model inputs for the entire bay area separated by counties.

Attachment 15

Page 49 of 557 ends

El Camino Real Corridor Speciﬁc Plan
Figure 11
Sunnyvale Land Use Growth - Households
Year 2035 Compared to Year 2013
0 0
0 1
0 4
0 0
6 0
0 0
0 90
0 -1
0 2
-1
0 2
0 0
21 0
11 6
0 0
93 21 15
19 42
288
0 0
-7
0 0
0 0
12 84
0 60
196
23 0
0 0
0 0
0 102
0 0
16 0
0 109
100
481
0 58
0 0
0 12
6 0
0 0
0 45
50 10
0 0
0 25
0 0
-10
0 0
58 0
0 0
0 6
0 2917
0 0
0 10
69 0
0210
0 0
112
14 4
111
76 17
146
5 244
32 0
40 104
901
0 46
0 517
0 0
550
0 1381
0 0
123
243
43 0
205
0 123
416
15 -36
-136
1729
0 0
690
317
243
1042
112
420
14 0
550
66 166
1 603307
429
635
0 579
588
0 0
295
5570
431
84 448
78 243
264
307
306
303200
Household Dif
(Yr 2035- Yr 2013)
TAZ176
HH_pr_13 / none
-136 to -21
-20 to 20
21 to 100
101 to 1000
1001 to 3000
NOTE:

Year 2035 land use includes the adopted LUTE,
proposed ECRCSP, LSAP update, Fortinet
Precise Plan, and Downtown Specific Plan.
-136 to -21
-20 to 20
21 to 100
101 to 1,000
1,001 to 3,000
LEGEND
Attachment 15

Page 50 of 557 ends

El Camino Real Corridor Speciﬁc Plan
Figure 12
Sunnyvale Land Use Growth - Jobs
Year 2035 Compared to Year 2013
3 87
3 6
1 53
96 0
2 6
32 45
66 4
3391
0 0
81 39
0 47
10 227
64 137
32 0
25 0
13 -82
68 62
-14
0 0
0 38
-103
4673
-10
0 5
16 0
64 -145
256
48 6
-165
894
-2
-4
0 16
29 0
94 27
-7
-927
156
810
677
8 647
0 -295
-6
682
-24
1910
627
0 67
295
14 60
726
10 74
670
10 -296
10 42
-14
-19
-5
75 0
664
481
3700
1226
-54
1418
-427 -85
141
66 -1
-288
5 477
-131
0 1050
17 -59
195
1879
176
276
0 216
-21
372
47 313
603
382
248
71 201
2470
1043
237
271
63 245
1210
-82
128
318
1623
542
64 755
63 51
-105
0 -3
-514
243
232
-71
446
229
1331
0 3244
115
1433
-163
3870
101
62 50
63 86
130
24 234
39 36
32 2112
1338
1509
452
74 10814
Job Dif
(Yr 2035 - Yr 2013)
TAZ176
Job_pr_13 / none
-2885 - -1000
-999 - -100
-99 - 100
101 - 1000
1001 - 3000
3001 - 5000
-2,885 to -1,000
-999 to -100
-99 to 100
101 to 1,000
1,001 to 3,000
3,001 to 5,000
LEGEND
NOTE:

Year 2035 land use includes the adopted LUTE,
proposed ECRCSP, LSAP update, Fortinet
Precise Plan, and Downtown Specific Plan.

Attachment 15

Page 51 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 37
Table 7
Socioeconomic Data Model Inputs – Bay Area Counties

The SFTM includes improvements to the roadway network as part of the 2040 Valley Transportation Plan (VTP) and the Sunnyvale Transportation Impact Fee (TIF). Significant roadway improvements that are funded or planned to be funded within or near Sunnyvale are shown on Figure 13:

A separate model run was conducted for the Cumulative no ECRCSP scenario assuming no growth in the ECRCSP area beyond the current general plan levels. The same roadway improvements shown on Figure 13 were assumed in the Cumulative no ECRCSP model run. The forecast intersection turning movement volumes were adjusted based on intersection counts to generate the year 2035 cumulative conditions and Cumulative no ECRCSP traffic volumes (see Figures 14 and 15).

County Yr 2035
Incr. Over
Yr 2013 Yr 2035
Incr. Over
Yr 2013 Yr 2035
Incr. Over
Yr 2013
San Francisco 429,886 + 91,185 1,023,992 + 226,19 733,565 + 164,69 San Mateo 305,826 + 45,546 864,870 + 142,670 433,295 + 97,840 Santa Clara 2 819,224 + 192,678 2,356,670 + 529,157 1,296,139 + 321,970 Alameda 677,886 + 135,346 1,877,079 + 360,980 910,613 + 163,95 Contra Costa 447,099 + 78,329 1,269,299 + 253,999 448,001 + 75,0 Solano 164,049 + 23,949 476,887 + 57,507 172,676 + 24,39 Napa 55,018 + 6,728 153,791 + 20,691 86,887 + 15,740
Sonoma 214,729 + 32,229 570,296 + 93,596 248,147 + 24,179 Marin 110,513 + 7,263 268,668 + 17,268 125,569 -10,038
Notes:

1. Year 2035 land uses referenced the ABAG Projections 2013.

Year 2035 Cumulative Conditions Socioeconomic Data 1
Households Population Jobs

2. Sunnyvale land uses included the adopted LUTE, propoesd ECRCSP, LUTE update, Fortinet Precise Plan and Downtown Specific Plan.

Attachment 15

Page 52 of 557 ends

El Camino Real Corridor Speciﬁc Plan
Figure 13
Roadway Improvements Within Close Proximity of
Sunnyvale Assumed in the Model
Lawrence Expy
S Mary Ave
Central Expy
Kifer Rd
Hollenbeck Ave
E Arques Ave
Pruneridge Ave
S Wolfe Rd
E Evelyn Ave
E Homestead Rd
S Bernardo Ave
N Fair Oaks Ave
W Fremont Ave
N Mathilda Ave E Duane Ave
W Maude Ave
E Middlefield Rd
Tasman Dr
W Iowa Ave
W Remington Dr
Monroe St
W Olive Ave
Reed Ave
N Mary Ave
W Washington Ave
S Mathilda Ave
Cabrillo Ave
Benton St
Enterprise
W California Ave Oakmead Pkwy
S Fair Oaks Ave
E Maude AveW Evelyn Ave
Sunnyvale Saratoga Rd
Sylvan Ave
ElCamino
Real
Poplar AveHenderson Ave
Halford Ave
McKinley
Ave
Indio Wy
Sylvan Ave
ElCamino
Real
Poplar AveHenderson Ave
Halford Ave
McKinley
Ave
Indio Wy
3 72
6 4
5 1
8 3
10 9
= City of Sunnyvale
= Study Area Boundary
LEGEND
Improvements

1. Construct auxiliary lanes on eastbound SR 237
between Mathilda Avenue and Fair Oaks Avenue.

2. Extend express lanes on SR 237 to SR 85.

3. Construct auxiliary lanes on southbound US 101 between Lawrence Expressway and Great America Parkway, and
between Ellis Street and SR 237.

4. Construct auxiliary lanes on southbound SR 85 between SR 237 and El Camino Real.

5. Reconstruct the US 101/Mathilda and SR 237/Mathilda interchanges.

6. Widen the ramp from northbound SR 85 to eastbound
SR 237 to two lanes. Construct an auxiliary lane on
eastbound SR 237 from SR 85 to Middlefield Road.

7. Extend Mary Avenue north over the SR 237/US 101
interchange via a flyover and connect with Enterprise Way.

8. Construct auxiliary lane on southbound Lawrence
Expressway between the SR 237 loop ramps.

9. Construct auxiliary lanes on Central Expressway
between Mary Avenue and Lawrence Expressway.

10. Widen Central Expressway between Lawrence Expressway and San Tomas Expressway to six lanes.
280
237
85 101
Attachment 15

Page 53 of 557 ends

Attachment 15

Page 54 of 557 ends

Attachment 15

Page 55 of 557 ends

Attachment 15

Page 56 of 557 ends

Attachment 15

Page 57 of 557 ends

Attachment 15

Page 58 of 557 ends

Attachment 15

Page 59 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 45
Intersection Lane Configurations
Intersection lane configurations under year 2035 cumulative conditions are shown on Figure 16. The following intersection improvements were assumed under the year 2035 cumulative conditions:

• As documented in the Valley Transportation Plan 2040, eastbound El Camino Real at the SR 237 intersection in the City of Mountain View is planned to be widened to include an exclusive right-turn lane. Both left-turn lanes at southbound SR 237 and the westbound right-turn lane on El Camino Real are all planned to be lengthened.

• The Indio Avenue approaches at Mathilda Avenue were restriped in September 2020 to include one left-turn lane and one shared through-right turn lane. This lane configuration is included under the year 2035 cumulative conditions since existing conditions represent 2017 and 2018 traffic volumes.

• As part of the approved Butcher’s Corner project, the project will be providing the right-of-way necessary along the project frontage on Wolfe Road to allow south Wolfe Road to be widened to include a southbound right-turn lane at the intersection of Wolfe Road and Fremont Avenue.

• As documented in the City of Santa Clara Multimodal Improvement Plan, adopted by the City Council in September 2018, the City Place project will be fully responsible for implementing the following intersection improvements at the following study intersections within the City of Santa Clara:

o Lawrence Expressway & Benton Street: Add a second southbound left-turn lane and a second eastbound left-turn lane.

o Lawrence Expressway & Homestead Road: Add a third eastbound through lane and a third westbound through lane.

Attachment 15

Page 60 of 557 ends

Attachment 15

Page 61 of 557 ends

Attachment 15

Page 62 of 557 ends

Attachment 15

Page 63 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 49
Definition of Intersection Impacts at Signalized Intersections The ECRCSP is said to create an adverse impact on traffic conditions at a signalized intersection if for the study peak hour:

1. The level of service at the intersection drops below its respective level of service standard when project traffic is added; or

2. An intersection that operates below its level of service standard under no project conditions experiences an increase in critical-movement delay of four (4) or more seconds, and the critical volume-to-capacity ratio (v/c) is increased by 0.01 or more when project traffic is added.

The exception to this threshold is when the addition of project traffic reduces the amount of average control delay for critical movements, i.e., the change in average control delay for critical movements are negative. In this case, the threshold is when the project increases the critical V/C value by 0.01 or more.

An impact by the City of Sunnyvale, City of Santa Clara, City of Mountain View, County of Santa Clara, Caltrans, and CMP standards is said to be satisfactorily addressed when measures are implemented that would restore intersection conditions to its LOS standard or to an average delay equal to without- project conditions or better.

Intersection Levels of Service Under Year 2035 Cumulative Conditions As shown on Table 8 and Figure 17, comparing the intersection level of service results for the study intersections between the year 2035 cumulative conditions and Cumulative no ECRCSP conditions show that the proposed ECRCSP would generate intersection impacts at the following intersections:

City of Sunnyvale Intersections:
• Mary Avenue & Fremont Avenue (#19) – AM & PM Peak Hours • Fair Oaks Avenue & Arques Avenue (#42) – AM Peak Hour • Wolfe Road & Arques Avenue (#43) – AM & PM Peak Hours • Wolfe Road & Kifer Road (#44) – PM Peak Hour
• Wolfe Road & Reed Avenue (#45) – PM Peak Hour
City of Mountain View Intersections:
• Ellis Street & Middlefield Road (#14) – PM Peak Hour
County of Santa Clara Intersections:
• Mary Avenue & Central Expressway (#15) – PM Peak Hour • Lawrence Expressway & Arques Avenue (#50) – AM Peak Hour • Lawrence Expressway & Benton Street (#54) – PM Peak Hour • Lawrence Expressway & Homestead Road (#55) – PM Peak Hour • Lawrence Expressway & Pruneridge Avenue (#56) – AM Peak Hour Caltrans Intersections:
• Pastoria Avenue & El Camino Real (#5) – PM Peak Hour
• Mathilda Avenue & El Camino Real (#6) – AM Peak Hour
• Sunnyvale Avenue & El Camino Real (#7) – PM Peak Hour • Fair Oaks Avenue & El Camino Real (#8) – PM Peak Hour • Wolfe Road & El Camino Real (#9) – PM Peak Hour
• SR 85 Southbound Ramps & Fremont Avenue (#21) – PM Peak Hour

Attachment 15

Page 64 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 50
Table 8
Year 2035 Cumulative Conditions Levels of Service

Avg. Avg. In Crit. Incr.

Peak LOS Delay Delay Delay In Crit.
# Intersection Hour Std. (sec) LOS (sec) LOS (sec) V/C
1 AM E 83.5 F 84.2 F 1.7 0.005
PM 74.1 E 74.9 E 2.4 0.008
2 AM D 41.5 D 41.7 D 0.3 0.005
PM 43.1 D 43.8 D 1.6 0.016
3 AM E 50.7 D 51.9 D- 1.5 0.016
PM 53.5 D- 56.1 E+ 2.8 0.023
4 AM E 52.4 D- 58.2 E+ 10.5 0.055
PM 64.7 E 79.2 E- 26.3 0.071
5 AM E 69.4 E 72.3 E 6.2 0.018
PM 94.0 F 110.3 F 23.0 0.054
6 AM E 84.3 F 97.7 F 33.1 0.083
PM 71.3 E 76.2 E- -2.4 -0.009
7 AM E 44.7 D 46.2 D 5.5 0.038
PM 72.7 E 85.1 F 19.0 0.053
8 AM E 55.9 E+ 60.9 E 4.9 0.026
PM >120 F >120 F 21.6 0.048
9 AM E 66.8 E 65.6 E -4.0 -0.020
PM 76.3 E- 85.5 F 10.0 0.026
10 AM E 22.5 C+ 22.7 C+ 0.3 0.000
PM 17.4 B 18.2 B- 0.8 0.007
11 AM E 19.6 B- 19.6 B- 0.0 -0.002
PM 22.6 C+ 22.7 C+ 0.2 0.003
12 AM D 25.5 C 26.5 C 1.2 0.012
PM 45.7 D 45.4 D -0.3 0.001
13 AM E 40.1 D 40.4 D 0.3 0.007
PM 34.7 C- 34.1 C- -1.1 -0.008
14 AM D 88.2 F 88.9 F 1.5 0.003
PM 82.1 F 91.8 F 12.0 0.047
15 AM E 93.5 F 94.5 F -0.5 -0.023
PM 99.4 F 101.5 F 5.1 0.011
16 AM D 49.4 D 49.1 D -0.3 -0.002
PM 47.6 D 48.2 D 0.8 0.021
17 AM D 20.9 C+ 21.6 C+ 0.9 0.008
PM 23.4 C 24.0 C 0.9 0.018
18 AM D 44.4 D 44.9 D 1.0 0.007
PM 47.6 D 49.3 D 2.8 0.010
19 AM D >120 F >120 F 7.6 0.018
PM >120 F >120 F 14.2 0.032
Notes:
* = CMP, + = Regionally Significant Intersection, MV = Mountain View, SC = Santa Clara, County = County of Santa Clara ">120" indicates this signalized intersection experiences lengthy delay that is beyond the reasonable calculation range of the HCM 2000 methodology.

BOLD indicates unacceptable level of service
Mary Avenue & Remington Drive
Mary Avenue & Fremont Avenue
BOLD and boxed indicates an adverse cumulative impact
Mary Avenue & Washington Avenue
Sunnyvale Avenue & El Camino Real (+)
Fair Oaks Avenue & El Camino Real (*)
Wolfe Road & El Camino Real (*)
Poplar Avenue & El Camino Real (+)
Henderson Avenue & El Camino Real (+)
Halford Avenue & El Camino Real (SC)
Lawrence Expressway Ramps & El Camino Real (SC*)
Ellis Street & Middlefield Road (MV)
Mary Avenue & Central Expressway (County*)
Mary Avenue & Evelyn Avenue
Mathilda Avenue & El Camino Real (*)
Cumulative no ECRCSP Cumulative Conditions
SR 237 & El Camino Real (MV*)
Sylvan Avenue & El Camino Real (MV)
Bernardo Avenue & El Camino Real (+)
Mary Avenue & El Camino Real (*)
Pastoria Avenue & El Camino Real (+)
Attachment 15

Page 65 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 51
Table 8 (continued)
Year 2035 Cumulative Conditions Levels of Service

Avg. Avg. In Crit. Incr.

Peak LOS Delay Delay Delay In Crit.
# Intersection Hour Std. (sec) LOS (sec) LOS (sec) V/C
20 AM D 37.5 D+ 36.8 D+ -1.7 -0.009
PM 39.2 D 39.9 D 1.2 0.022
21 AM D 87.6 F 89.0 F 1.1 0.002
PM >120 F >120 F 13.7 0.031
22 AM D 63.6 E 55.1 E+ -11.8 -0.033
PM 77.9 E- 72.7 E -4.1 -0.011
23 AM D 32.6 C- 31.9 C -0.6 -0.002
PM 37.3 D+ 37.6 D+ -0.2 -0.004
24 AM D 22.5 C+ 24.4 C 3.8 0.023
PM 14.2 B 14.5 B -0.2 -0.009
25 AM D 49.3 D 49.7 D 0.4 0.012
PM 52.1 D- 51.9 D- -0.8 -0.005
26 AM D 45.0 D 45.8 D 0.1 0.004
PM 67.0 E 68.5 E 2.8 0.008
27 AM E 33.9 C- 33.8 C- 0.0 -0.001
PM 38.3 D+ 37.6 D+ -1.9 -0.016
28 AM E 12.2 B 12.2 B 0.0 0.005
PM 20.3 C+ 19.9 B- -0.7 0.001
29 AM E 55.4 E+ 55.5 E+ 0.1 0.004
PM 58.1 E+ 58.3 E+ 2.1 0.012
30 AM E 63.2 E 66.1 E 3.8 0.010
PM 84.5 F 84.2 F -0.4 -0.001
31 AM E 65.9 E 68.4 E 3.5 0.007
PM 54.8 D- 59.1 E+ 7.0 0.023
32 AM E 98.8 F 97.6 F -1.6 -0.004
PM 54.6 D- 54.7 D- -1.1 -0.006
33 AM E 29.1 C 30.9 C 2.4 0.019
PM 26.3 C 25.4 C -1.4 -0.013
34 AM E 20.2 C+ 21.1 C+ -1.4 0.023
PM 43.8 D 44.7 D 1.5 0.004
35 AM E 27.9 C 31.6 C 4.4 0.034
PM 34.1 C- 35.5 D+ 2.5 0.012
36 AM E 27.3 C 28.9 C 1.8 0.012
PM 30.6 C 31.9 C 1.2 0.007
37 AM E 63.7 E 71.0 E 15.3 0.054
PM 108.7 F 106.0 F -5.2 -0.012
38 AM E 58.7 E+ 59.0 E+ 0.5 -0.003
PM 68.3 E 69.2 E 0.6 0.002
39 AM E 61.9 E 63.4 E 2.3 0.008
PM 60.5 E 60.6 E -1.5 -0.005
40 AM D 16.6 B 16.7 B 0.2 0.009
PM 27.1 C 28.1 C 1.3 0.016
Notes:
* = CMP, + = Regionally Significant Intersection, MV = Mountain View, SC = Santa Clara, County = County of Santa Clara ">120" indicates this signalized intersection experiences lengthy delay that is beyond the reasonable calculation range of the HCM 2000 methodology.

BOLD indicates unacceptable level of service
Cumulative ConditionsCumulative no ECRCSP
Sunnyvale Avenue & McKinley Avenue
Mathilda Avenue & Maude Avenue (*)
Mathilda Avenue & Indio Way (+)
Mathilda Avenue & California Avenue (+)
Mathilda Avenue & Washington Avenue (+)
Mathilda Avenue & McKinley Avenue (+)
Mathilda Avenue & Iowa Avenue (+)
Mathilda Avenue & Olive Avenue (+)
Mathilda Avenue & Sunnyvale-Saratoga Road (+)
Sunnyvale-Saratoga Road & Remington Drive (*)
Sunnyvale-Saratoga Road & Fremont Avenue (*)
Sunnyvale-Saratoga Road & Homestead Road (CU*)
BOLD and boxed indicates an adverse cumulative impact
Mathilda Avenue & San Aleso Avenue (+)
Mary Avenue & Homestead Road
SR 85 SB Ramps & Fremont Avenue
SR 85 NB Ramps & Fremont Avenue
SR 85 SB Ramps & Homestead Road
SR 85 NB Ramps & Homestead Road
Hollenbeck Avenue & Fremont Avenue
Hollenbeck Avenue & Homestead Road
Mathilda Avenue & Almanor Avenue (+)
Attachment 15

Page 66 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 52
Table 8 (continued)
Year 2035 Cumulative Conditions Levels of Service

Avg. Avg. In Crit. Incr.

Peak LOS Delay Delay Delay In Crit.
# Intersection Hour Std. (sec) LOS (sec) LOS (sec) V/C
41 AM D 39.9 D 40.5 D 0.7 0.004
PM 38.1 D+ 38.4 D+ 0.6 0.005
42 AM D 91.4 F 97.1 F 12.8 0.032
PM 112.2 F 109.7 F -10.0 -0.020
43 AM D 86.4 F 90.6 F 5.5 0.012
PM 66.6 E 72.6 E 9.0 0.039
44 AM D >120 F >120 F -9.7 -0.020
PM >120 F >120 F 6.1 0.013
45 AM D 64.7 E 66.3 E 2.3 0.007
PM 54.8 D- 56.2 E+ 3.2 0.018
46 AM D 55.4 E+ 56.0 E+ 0.7 0.013
PM 59.5 E+ 60.7 E 3.0 0.024
47 AM D 40.5 D 40.5 D 0.5 0.012
PM 43.4 D 45.9 D 5.1 0.028
48 AM D 37.3 D+ 36.9 D+ -0.2 0.002
PM 67.4 E 70.3 E 2.1 0.007
49 AM E >120 F >120 F 2.3 0.016
PM >120 F >120 F -3.9 -0.005
50 AM E >120 F >120 F 9.9 0.022
PM >120 F >120 F -4.3 -0.014
51 AM E >120 F >120 F -12.8 -0.024
PM >120 F >120 F 6.3 0.001
52 AM E >120 F >120 F -58.6 -0.034
PM >120 F >120 F 3.0 0.006
53 AM E >120 F >120 F -1.3 0.001
PM >120 F >120 F -2.9 -0.021
54 AM E >120 F >120 F -19.1 -0.035
PM >120 F >120 F 15.0 0.023
55 AM E >120 F >120 F -8.4 -0.011
PM 117.5 F >120 F 11.2 0.028
56 AM E >120 F >120 F 9.5 0.037
PM >120 F >120 F 4.4 0.006
Notes:
* = CMP, + = Regionally Significant Intersection, MV = Mountain View, SC = Santa Clara, County = County of Santa Clara ">120" indicates this signalized intersection experiences lengthy delay that is beyond the reasonable calculation range of the HCM 2000 methodology.

BOLD indicates unacceptable level of service
Cumulative no ECRCSP Cumulative Conditions
Lawrence Expressway & Arques Avenue (County*)
Fair Oaks Avenue & Duane Avenue
Fair Oaks Avenue & Arques Avenue
Tantau Avenue & Homestead Road
Lawrence Expressway & Oakmead Parkway (County)
Wolfe Road & Reed Avenue
Wolfe Road & Fremont Avenue
Wolfe Road & Homestead Road
Wolfe Road & Arques Avenue
Wolfe Road & Kifer Road
BOLD and boxed indicates an adverse cumulative impact
Lawrence Expressway & Kifer Road (County)
Lawrence Expressway & Monroe Street (County*)
Lawrence Expressway & Cabrillo Avenue (County)
Lawrence Expressway & Benton Street (County)
Lawrence Expressway & Homestead Road (County*)
Lawrence Expressway & Pruneridge Avenue (County)
Attachment 15

Page 67 of 557 ends

El Camino Real Corridor Speciﬁc Plan
Figure 17
Year 2035 Cumulative Conditions Intersection
Levels of Service Summary
X
= City of Sunnyvale
= Study Intersections
= Study Area Boundary
LEGEND
= AM LOS
= Impact
= PM LOS
= LOS A - D
= LOS E
= LOS F
1 2
3 4
5 6
7 40
8 10 11 12
27 28
29 30
31 32
33 34
35 36
37 38
39 21 22 19 25
23 24 20 26 48
18 9
46 47
49 50
51 52
53 13
54 55
56 15
16 17
14 42
41 43
44 45
Lawrence Expy
S Mary Ave
Central Expy
Kifer Rd
Hollenb
eck Ave
E Arques Ave
Pruneridge Ave
S Wolfe Rd
E Evelyn Ave
E Homestead Rd
S Bernardo Ave
Borregas Ave
N Fair Oaks Ave
W Fremont Ave
N Mathilda Ave
E Duane Ave
W Maude Ave
E Middlefield Rd
Tasman Dr
W Iowa Ave
W Remington Dr
Monroe St
W Olive Ave
Reed Ave
N Mary Ave
W Washington Ave
S Mathilda Ave
Cabrillo Ave
Benton St
Enterprise
W California Ave Oakmead Pkwy
S Fair Oaks Ave
E Maude AveW Evelyn Ave
Sunnyvale Saratoga Rd
Sylvan AveSylvan Ave
ElElCaminoCamino
RealReal
Popla
r Ave
Poplar AveHenderson AveHenderson Ave
Halford AveHalford Ave
McKinleyMcKinley
AveAve
Indio WyIndio Wy
AlmanorAlmanor
AveAve
San Aleso AveSan Aleso Ave
Sylvan Ave
ElCamino
Real
Popla
r Ave
Henderson Ave
Halford Ave
McKinley
Ave
Indio Wy
Almanor
Ave
San Aleso Ave
280
237
85 101
Attachment 15

Page 68 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 54

The ECRCSP shall require projects within the plan area to contribute to the TIF. In addition, projects within the plan area shall also be required to make a fair share contribution toward the cost of all identified improvements.

Most of the intersections impacted by the ECRCSP have been identified with impacts under the City of Sunnyvale Land Use and Transportation (LUTE) Element Final Environmental Impact Report. The following intersections impacted by the ECRCSP were not identified with an intersection impact under the LUTE:
• Pastoria Avenue & El Camino Real
• Sunnyvale Avenue & El Camino Real
• Wolfe Road & El Camino Real
• Ellis Street & Middlefield Road
• Wolfe Road & Arques Avenue
• Wolfe Road & Kifer Road
• Wolfe Road & Reed Avenue

Potential improvement strategies are discussed below.

Attachment 15

Page 69 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 55
Potential Improvements Strategies for Intersection Impacts Improvement options were studied for each intersection experiencing impacts under the year 2035 cumulative conditions when compared to cumulative no ECRCSP conditions. An intersection impact can be satisfactorily addressed by implementing measures that would restore intersection conditions to Cumulative no ECRCSP conditions. The LOS results under the improved year 2035 cumulative conditions are summarized in Table 9.

Table 9
Intersection Impact Improvements Summary

Avg. Avg. In Crit. Incr. Avg. In Crit. Incr.

Peak LOS Delay Delay Delay In Crit. Delay Delay In Crit. # Intersection Hour Std. (sec) LOS (sec) LOS (sec) V/C (sec) LOS (sec) V/C 5 AM E 69.4 E 72.3 E 6.2 0.018 62.0 E -12.5 -0.038
PM 94.0 F 110.3 F 23.0 0.054 85.5 F -22.3 -0.052
6 AM E 84.3 F 97.7 F 33.1 0.083 77.4 E- -6.2 -0.018
PM 71.3 E 76.2 E- -2.4 -0.009 76.6 E- 16.7 0.046
7 AM E 44.7 D 46.2 D 5.5 0.038 44.0 D 1.5 0.013
PM 72.7 E 85.1 F 19.0 0.053 60.6 E -23.3 -0.080
8 AM E 55.9 E+ 60.9 E 4.9 0.026 52.4 D- -7.3 -0.050
PM >120 F >120 F 21.6 0.048 >120 F -38.8 -0.087
9 AM E 66.8 E 65.6 E -4.0 -0.020 50.2 D -25.0 -0.120
PM 76.3 E- 85.5 F 10.0 0.026 71.0 E 3.5 0.031
14 AM D 88.2 F 88.9 F 1.5 0.003 42.1 D -60.5 -0.200
PM 82.1 F 91.8 F 12.0 0.047 69.2 E -21.0 -0.108
15 AM E 93.5 F 94.5 F -0.5 -0.023 85.4 F -0.5 -0.023
PM 99.4 F 101.5 F 5.1 0.011 95.2 F -10.9 -0.074
19 AM D >120 F >120 F 7.6 0.018
PM >120 F >120 F 14.2 0.032
21 AM D 87.6 F 89.0 F 1.1 0.002 63.3 E 0.3 -0.011
PM >120 F >120 F 13.7 0.031 >120 F -124.4 -0.280
42 AM D 91.4 F 97.1 F 12.8 0.032 68.5 E -33.9 -0.090
PM 112.2 F 109.7 F -10.0 -0.020 71.8 E -50.8 -0.127
43 AM D 86.4 F 90.6 F 5.5 0.012
PM 66.6 E 72.6 E 9.0 0.039
44 AM D >120 F >120 F -9.7 -0.020 >120 F -145.6 -0.321
PM >120 F >120 F 6.1 0.013 91.5 F -72.0 -0.162
45 AM D 64.7 E 66.3 E 2.3 0.007 59.1 E+ -9.8 -0.038
PM 54.8 D- 56.2 E+ 3.2 0.018 47.8 D -11.8 -0.050
50 AM E >120 F >120 F 9.9 0.022
PM >120 F >120 F -4.3 -0.014
54 AM E >120 F >120 F -19.1 -0.035
PM >120 F >120 F 15.0 0.023
55 AM E >120 F >120 F -8.4 -0.011
PM 117.5 F >120 F 11.2 0.028
56 AM E >120 F >120 F 9.5 0.037
PM >120 F >120 F 4.4 0.006
Notes:
* = CMP, + = Regionally Significant Intersection, MV = Mountain View, SC = Santa Clara, County = County of Santa Clara ">120" indicates this signalized intersection experiences lengthy delay that is beyond the reasonable calculation range of the HCM 2000 methodology.

BOLD indicates unacceptable level of service
No Feasible Improvement
Cumulative no ECRCSP Cumulative Conditions Cumulative Improved Pastoria Avenue & El Camino Real (+)
Mathilda Avenue & El Camino Real (*)
Sunnyvale Avenue & El Camino Real (+)
Fair Oaks Avenue & El Camino Real (*)
Wolfe Road & El Camino Real (*)
Ellis Street & Middlefield Road (MV)
Mary Avenue & Central Expressway (County*)
Mary Avenue & Fremont Avenue
SR 85 SB Ramps & Fremont Avenue
BOLD and boxed indicates an adverse cumulative impact
Potential Future Interchange
Lawrence Expressway & Pruneridge Avenue
(County)
Potential Future Interchange
Potential Future Interchange
Lawrence Expressway & Benton Street (County)
Lawrence Expressway & Homestead Road
(County*)
Lawrence Expressway & Arques Avenue (County*)
Fair Oaks Avenue & Arques Avenue
Wolfe Road & Arques Avenue
Wolfe Road & Reed Avenue
Wolfe Road & Kifer Road
Potential Future Interchange
No Feasible Improvement
Attachment 15

Page 70 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 56
Pastoria Avenue & El Camino Real (#5)
Under Cumulative no ECRCSP conditions, the LOS would be an unacceptable LOS F during the PM peak hour. The addition of ECRCSP traffic would increase both the critical-movement delay and V/C ratio sufficient to meet City of Sunnyvale’s adverse intersection impact criteria.

Potential Improvement: Potential improvement would require restriping the southbound approach to include 2 left-turn lanes, one through lane and one right-turn lane. This improvement would not increase the pedestrian and bicycle exposure time to traffic at the intersection. No right-of-way acquisitions would be required.

Mathilda Avenue & El Camino Real (#6) [CMP]
Under Cumulative no ECRCSP conditions, the LOS would be an unacceptable LOS F during the AM peak hour. The addition of ECRCSP traffic would increase both the critical-movement delay and V/C ratio sufficient to meet VTA’s CMP adverse intersection impact criteria.

Potential Improvement: Potential improvement would require a third left-turn lane for the eastbound approach. This improvement would require signal modification and new vehicle detection, restriping, and removal of the raised median on the eastbound approach, including relocation of several median streetlights and utilities (e.g. electrical boxes and inlet). No right-of- way acquisitions would be required.

Sunnyvale Avenue & El Camino Real (#7)
Under Cumulative no ECRCSP conditions, the LOS would be an acceptable LOS E during the PM peak hour. With the addition of ECRCSP traffic, the intersection operations would deteriorate to an unacceptable LOS F, which would meet Sunnyvale’s adverse intersection impact criteria.

Potential Improvement: Potential improvement would require reconfiguring the westbound approach to include a second left-turn lane. This improvement could potentially be accommodated within the existing right-of-way and would not increase the pedestrian and bicycle exposure time to traffic at the intersection.

Attachment 15

Page 71 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 57
Fair Oaks Avenue & El Camino Real (#8) [CMP]
Under Cumulative no ECRCSP conditions, the LOS would be an unacceptable LOS F during the PM peak hour. The addition of ECRCSP traffic would increase both the critical-movement delay and V/C ratio sufficient to meet VTA’s CMP adverse intersection impact criteria.

Potential Improvement: The improvement identified at this intersection is to widen eastbound and reconfigure westbound El Camino Real to include a second left-turn lane. The improvement would require widening both approaches by 11 feet. The east-west through lanes would also require re-alignment. The widened approach would increase traffic exposure time for pedestrians by 3 to 4 seconds and 1 to 2 seconds for bicyclists. This improvement would require obtaining additional right-of-way.

Wolfe Road & El Camino Real (#9)
Under Cumulative no ECRCSP conditions, the LOS would be an acceptable LOS E during the PM peak hour. With the addition of ECRCSP traffic, the intersection operations would deteriorate to an unacceptable LOS F, which would meet VTA’s CMP significance intersection impact criteria.

Potential Improvement: The Sunnyvale City Council approved a concept on June 21, 2016 for a project to improve the Wolfe Road intersections with El Camino Real and with Fremont Avenue, as well as signalizing the intersection at Fremont Avenue and El Camino Real (see Figure 18). Right-of-way acquisition would be required. Bicycle improvements include the extension of bike lanes and installation of bike boxes, and they are detailed in the Wolfe Road Corridor Traffic Improvement Study, prepared by Kimley-Horn dated February. This improvement (Triangle – Refined Alternative 3) would require signal coordination between the two Wolfe Road intersections and the new signalized Fremont Avenue and El Camino Real intersection.

Attachment 15

Page 72 of 557 ends

El Camino Real Corridor Specific Plan
Figure 18
Potential Improvement at Wolfe Road and Fremont Avenue
SOURCE: Wolfe Road Corridor Traffic Improvement Study, February, 2016.

Left-turn pocket
will not be needed
Left-turn pocket
will remain
LEGEND
= Modifications to the
Original Concept Plan
Per City Staff
Attachment 15

Page 73 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 59
Ellis Street & Middlefield Road (#14)
Under Cumulative no ECRCSP conditions, the LOS would be an unacceptable LOS F during the PM peak hour. The addition of ECRCSP traffic would increase both the critical-movement delay and V/C ratio sufficient to meet the City of Mountain View’s adverse intersection impact criteria.

Potential Improvement: Potential improvement would require reconfiguring the eastbound approach to include a second left-turn lane. This improvement could potentially be accommodated within the existing right-of-way and would not increase the pedestrian and bicycle exposure time to traffic at the intersection.

Mary Avenue & Central Expressway (#15) [CMP]
Under Cumulative no ECRCSP conditions, the LOS would be an unacceptable LOS F during the PM peak hour. The addition of ECRCSP traffic would increase both the critical-movement delay and V/C ratio sufficient to meet VTA’s CMP adverse intersection impact criteria.

Potential Improvement: The improvement identified at this intersection is to reconfigure westbound Central Expressway to include a third westbound left-turn lane. This improvement could potentially be accommodated within the existing right-of-way and would not increase the pedestrian and bicycle exposure time to traffic at the intersection.

Mary Avenue & Fremont Avenue (#19)
Under Cumulative no ECRCSP conditions, the LOS would be an unacceptable LOS F during both the AM and PM peak hours. The addition of ECRCSP traffic would increase both the critical-movement delay and V/C ratio sufficient to meet the City of Sunnyvale’s adverse intersection impact criteria.

Potential Improvement: Potential improvement would require reconfiguring the eastbound and westbound approaches with 2 left-turn lanes, 2 through lanes and 1 shared through-right lane.

This improvement mitigation would not increase the pedestrian and bicycle exposure time to traffic at the intersection. No right-of-way acquisitions would be required.

Page 74 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 60
and advanced signal improvements. These improvements would promote alternative modes of travel and improve vehicular flow along Fremont Avenue.

SR 85 Southbound Ramps & Fremont Avenue (#21)
Under Cumulative no ECRCSP conditions, the LOS would be an unacceptable LOS F during the PM peak hour. The addition of ECRCSP traffic would increase both the critical-movement delay and V/C ratio sufficient to meet the City of Sunnyvale’s adverse intersection impact criteria.

Potential Improvement: Improvement would require reconfiguring the SR 85 off-ramp to include a left-turn lane, a shared left-through-right lane, and a right-turn lane. The eastbound leg would require restriping to include a bike box in advance of the stop-line to allow right-turn vehicles to bypass the through vehicles in the curb lane. The off-ramp would need to be reconfigured to the proposed three lanes approximately 370 feet back from the intersection. The length of the north sidewalk would not be lengthened, but the pedestrian refuge island would be removed. The off-ramp would also need to be realigned with the SR 85 southbound on-ramp.

Reconfiguring the off-ramp could be accommodated within the existing right-of-way. Within the existing right-of-way, the required eastbound right-turn lane could be achieved via providing a bike box east of the stop-line to allow bicyclists to clear the right-turn area. The eastbound curb lane is 20 feet wide under existing conditions. With the bike box, right-turn vehicles would be able to bypass the through vehicles. The existing stop-line for the eastbound leg would need to be moved back by approximately 15 feet. This improvement is identified in the TIF.

With the proposed improvement, the intersection would remain operating at LOS F under cumulative conditions during the PM peak hour, but the intersection operations would improve in comparison to the Cumulative no ECRCSP conditions. The ECRCSP shall require projects within the plan area to contribute a fair share contribution towards the identified improvement. However, this intersection is in Caltrans’ jurisdiction, so the City cannot ensure the implementation of the potential improvement.

Future project applicants within the ECRCSP area shall coordinate with Caltrans on these improvements.

Fair Oaks Avenue & Arques Avenue (#42)
Under Cumulative no ECRCSP conditions, the LOS would be an unacceptable LOS F during the AM peak hour. The addition of ECRCSP traffic would increase both the critical-movement delay and V/C ratio sufficient to meet the City of Sunnyvale’s adverse intersection impact criteria.

Potential Improvement: Improvement would require reconfiguring the eastbound and westbound approaches to include a separate right-turn lane. One eastbound receiving lane would need to be eliminated. This improvement can be accommodated within the existing right- of-way. However, the eastbound and westbound through movements would be offset with their receiving lanes and would require lane extensions to delineate the travel path for the eastbound and westbound through movements.

Attachment 15

Page 75 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 61
Wolfe Road & Arques Avenue (#43)
Under Cumulative no ECRCSP conditions, the LOS would be an unacceptable LOS F during the AM peak hour and an unacceptable LOS E during the PM peak hour. The addition of ECRCSP traffic would increase both the critical-movement delay and V/C ratio sufficient to meet the City of Sunnyvale’s adverse intersection impact criteria.

Potential Improvement: Improvement would require restriping the northbound approach to include 2 left-turn lanes, 2 through lanes and 1 dedicated right-turn lane. The northbound bike lane would need to be moved to the west side of the proposed right-turn lane. The westbound approach would require restriping to include 2 left-turn lanes, 1 shared left-through lane and 1 shared through-right lane. Eastbound and westbound approaches would need to operate with split phasing. This improvement would not increase the pedestrian and bicycle exposure time to traffic at the intersection. No right-of-way acquisitions would be required. It should be noted that split phasing operates favorably to protected phasing only under certain circumstances. This improvement should be implemented only if cumulative volumes are realized.

Wolfe Road & Kifer Road (#44)
Under Cumulative no ECRCSP conditions, the LOS would be an unacceptable LOS F during the PM peak hour. The addition of ECRCSP traffic would increase both the critical-movement delay and V/C ratio sufficient to meet the City of Sunnyvale’s adverse intersection impact criteria.

Potential Improvement: The improvement identified at this intersection is to widen the eastbound and westbound approaches and reconfigure the northbound and southbound approaches to include a second left-turn lane. Both legs of Kifer Road could require widening by up to 12 feet. The widened approaches would increase traffic exposure time for pedestrians by 3 to 5 seconds and 1 to 3 seconds for bicyclists crossing the intersection. Wolfe Road cannot be widened due to the future road diet and Class IV bike lanes as stated in the Active Transportation Plan. For this reason, the removal of the median would be required to reconfigure both legs of Wolfe Road. This improvement would require obtaining additional right- of-way.

Wolfe Road & Reed Avenue (#45)
Under Cumulative no ECRCSP conditions, the LOS would be an acceptable LOS D during the PM peak hour. With the addition of ECRCSP traffic, the intersection operations would deteriorate to an unacceptable LOS E, which would meet Sunnyvale’s adverse intersection impact criteria.

Potential Improvement: Potential improvement would require restriping the westbound approach with 1 left-turn lane, 1 through lane, and 1 right-turn lane. This improvement mitigation would not increase the pedestrian and bicycle exposure time to traffic at the intersection. No right-of-way acquisitions would be required.

Attachment 15

Page 76 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 62
With the proposed improvement, the intersection would operate at an acceptable LOS D under cumulative conditions during the PM peak hour. The ECRCSP shall require projects within the plan area to contribute a fair share contribution towards the identified improvements.

Lawrence Expressway at Arques Avenue, Benton Street, at Homestead Road, and at Pruneridge Avenue (#50, 54, 55, 56)
Under Cumulative no ECRCSP conditions, the LOS would be an unacceptable LOS F during the PM peak hour at all three intersections. The addition of ECRCSP traffic would increase both the critical- movement delay and V/C ratio sufficient to meet the City of Santa Clara’s adverse intersection impact criteria.

Potential Improvement: The County of Santa Clara has identified a future project to provide a grade separation at all these intersections. These would significantly improve the north-south flow of traffic and potentially address the project’s impacts.

Freeway Levels of Service
In analyzing the freeway segments, the Sunnyvale Travel Demand Forecast Model (STFM) was used to project the increase in traffic volumes between existing and the year 2035 cumulative conditions.

VTA CMP guidelines require freeway levels of service to be calculated based on density. However, congested freeway speed (used to measure density) cannot be accurately modeled. For the purpose of this study, freeway levels of service under the year 2035 cumulative conditions are instead calculated based on volume to capacity (V/C) ratio. A freeway segment is assumed to operate at LOS F under the year 2035 cumulative conditions if,

• The freeway segment already operates at LOS F under existing conditions, or • The STFM forecasts the freeway segment to operate at a V/C ratio above 1 under the year 2035 cumulative conditions.

ECRCSP Freeway Impact Analysis
VTA CMP guidelines define that a project would cause a freeway impact if the project deteriorates freeway levels of service from an acceptable level to an unacceptable level, or if the freeway already operates at an unacceptable level under existing conditions, the project would add traffic exceeding 1% of the capacity. To determine the ECRCSP potential freeway impacts, a select zone analysis within the Sunnyvale Travel Demand Forecast Model was performed to estimate the increase in ECRCSP traffic volume between the Cumulative no ECRCSP and cumulative conditions. Freeway segments that would experience an adverse ECRCSP impact are shown on Figures 19 to 22 and are identified below:

Page 77 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022 P a g e | 63
The VTA’s Valley Transportation Plan (VTP) 2040 identifies freeway express lane projects along SR 237 between N. First Street and SR 85, and along all of SR 85. On all identified freeway segments, the existing HOV lanes are proposed to be converted to express lanes. On SR 85 along the identified segments, a second express lane is proposed to be implemented for a total of two express lanes in each direction.

On SR 237, the existing HOV lanes would be operating over capacity under the year 2035 cumulative conditions. Converting the HOV lanes to express lanes would not address the project impact. On SR 85, converting the existing HOV lane to an express lane and adding an express lane in each direction would increase the capacity of the freeway and would fully address the freeway impacts. The ECRCSP shall require future projects within the proposed plan area to participate in VTA’s Volunteer Freeway Contribution Program and contribute their fair-share to fund improvements along SR 85, which is not part of the TIF.

However, capacity improvements on freeways are beyond the capabilities of the City of Sunnyvale.

Attachment 15

Page 78 of 557 ends

El Camino Real Corridor Specific Plan
Embarcadero Rd
Oregon Expwy
San Antonio Ave
El Camino Real
Central Expwy
Lawrence Expwy
Fair Oaks Ave
Mathilda Ave
Great America
Pkwy
De Anza Blvd
Mary Ave
Page Mill Rd
El Monte Ave
Rengstorff Ave
Shoreline Blvd
Magdalena
Ave
Foothill Expwy
Wolfe Rd
Saratoga A
ve
Winchester Blvd
Meridian
Ave
Bird Ave
McLaughlin Ave
Montague Expwy
Zanker Rd
McCarthy Blvd
First St
Fremont Ave
Moffett Blvd
10th St
101
101
85 237
87 17
280
880
LEGEND
= Unacceptable LOS (LOS F)
= Acceptable LOS (LOS E or Better)
= City of Sunnyvale
= El Camino Real Specific Plan Study Area Boundary
= Cumulative Impact
Attachment 15

Page 79 of 557 ends

Figure 20
ECRSP Freeway Impact Analysis Summary - AM Peak-Hour - HOV Lanes El Camino Real Corridor Specific Plan
Embarcadero Rd
Oregon Expwy
San Antonio Ave
El Camino Real
Central Expwy
Lawrence Expwy
Fair Oaks Ave
Mathilda Ave
Great America
Pkwy
De Anza Blvd
Mary Ave
Page Mill Rd
El Monte Ave
Rengstorff Ave
Shoreline Blvd
Magdalena
Ave
Foothill Expwy
Wolfe Rd
Saratoga A
ve
Winchester Blvd
Meridian
Ave
Bird Ave
McLaughlin Ave
Montague Expwy
Zanker Rd
McCarthy Blvd
First St
Fremont Ave
Moffett Blvd
10th St
101
101
85 237
8717
280
880
LEGEND
= Unacceptable LOS (LOS F)
= Acceptable LOS (LOS E or Better)
= City of Sunnyvale
= El Camino Real Specific Plan Study Area Boundary
= Cumulative Impact
= Freeway Segment has No HOV Lanes
Attachment 15

Page 80 of 557 ends

Figure 21
ECRSP Freeway Impact Analysis Summary - PM Peak-Hour - Mixed-Flow Lanes El Camino Real Corridor Specific Plan
Embarcadero Rd
Oregon Expwy
San Antonio Ave
El Camino Real
Central Expwy
Lawrence Expwy
Fair Oaks Ave
Mathilda Ave
Great America
Pkwy
De Anza Blvd
Mary Ave
Page Mill Rd
El Monte Ave
Rengstorff Ave
Shoreline Blvd
Magdalena
Ave
Foothill Expwy
Wolfe Rd
Saratoga A
ve
Winchester Blvd
Meridian
Ave
Bird Ave
Montague Expwy
Zanker Rd
McCarthy Blvd
First St
Fremont Ave
Moffett Blvd
10th St
101
101
85 237
87 17
280
880
LEGEND
= Unacceptable LOS (LOS F)
= Acceptable LOS (LOS E or Better)
= City of Sunnyvale
= El Camino Real Specific Plan Study Area Boundary
= Cumulative Impact
Attachment 15

Page 81 of 557 ends

Figure 22
ECRSP Freeway Impact Analysis Summary - PM Peak-Hour - HOV Lanes El Camino Real Corridor Specific Plan
Embarcadero Rd
Oregon Expwy
San Antonio Ave
El Camino Real
Central Expwy
Lawrence Expwy
Fair Oaks Ave
Mathilda Ave
Great America
Pkwy
De Anza Blvd
Mary Ave
Page Mill Rd
El Monte Ave
Rengstorff Ave
Shoreline Blvd
Magdalena
Ave
Foothill Expwy
Wolfe Rd
Saratoga Ave
Winchester Blvd
Meridian
Ave
Bird Ave
Montague Expwy
Zanker Rd
McCarthy Blvd
First St
Fremont Ave
Moffett Blvd
10th St
LEGEND
= Unacceptable LOS (LOS F)
= Acceptable LOS (LOS E or Better)
= City of Sunnyvale
= El Camino Real Specific Plan Study Area Boundary
= Cumulative Impact
= Freeway Segment has No HOV Lanes
101
101
85 237
87 17
280
880
Attachment 15

Page 82 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 68
Freeway Ramp Capacity Analysis
Definition of Adverse Freeway Ramp Impacts
For the purpose of this study, the ECRCSP is said to create an adverse impact on a freeway ramp if its implementation:

1. Causes the volume-to-capacity (V/C) ratio of the freeway ramp to exceed 1.0; or

2. Increases the amount of traffic on a freeway ramp that is already exceeding its capacity by more than one percent (1%) of the ramp’s capacity.

The freeway ramp volumes under year 2035 cumulative conditions were estimated using the Sunnyvale Travel Demand Forecast Model. The study freeway ramps at the US 101/Lawrence Expressway and US 101/Fair Oaks Avenue interchanges are assumed the same as under existing conditions. The US 101/Mathilda Avenue interchange is proposed for reconfiguration. This interchange improvement is identified in the Valley Transportation Plan 2040 (project H33). At the US 101/Mathilda Avenue interchange, the interchange would be reconfigured to a partial cloverleaf interchange. The US 101 northbound and southbound off-ramps would be improved to allow full access onto Mathilda Avenue and the existing US 101 northbound off-ramp to southbound Mathilda Avenue would be demolished (see Figure 23).

As shown on Table 10, all study freeway ramps would continue to operate below capacity. Therefore, the ECRCSP would not create an adverse impact on freeway ramps.

Table 10
Year 2035 Cumulative Conditions Ramp Capacity Analysis

Interchange Ramp Type Volume 3 V/C Volume Capacity V/C
US 101/Lawrence Expwy SB On-Ramp fr. NB Lawrence Expwy Diagonal AM 584 0.32 800 0.44 PM 352 0.20 884 0.49
NB On-Ramp fr. NB Lawrence Expwy Loop AM 484 0.27 640 0.36 PM 378 0.21 436 0.24
NB Off-Ramp to Lawrence Expwy Diagonal AM 1,278 0.34 1,891 0.50 PM 1,185 0.31 1,722 0.45
SB Off-Ramp to Lawrence Expwy Diagonal AM 738 0.19 1,099 0.29 PM 1,753 0.46 1,753 0.46
US 101/Fair Oaks Ave SB On-Ramp fr. NB Fair Oaks Ave Diagonal AM 616 0.34 550 0.31 PM 225 0.13 223 0.12
NB Off-Ramp to Fair Oaks Ave Diagonal AM 414 0.21 1,083 0.54 PM 894 0.45 1,153 0.58
NB On-Ramp fr. Fair Oaks Ave Diagonal AM 1,057 0.59 1,156 0.64 PM 416 0.23 1,131 0.63
SB Off-Ramp to SB Fair Oaks Ave Diagonal AM 363 0.18 453 0.23 PM 893 0.45 1,099 0.55
US 101/Mathilda Ave SB On-Ramp fr. NB Mathilda Ave Diagonal AM 478 0.27 728 0.40 PM 532 0.30 795 0.44
NB On-Ramp fr. NB Mathilda Ave Loop AM 287 0.16 818 0.45 PM 295 0.16 465 0.26
NB Off-Ramp to Mathilda Ave * Diagonal AM 1,607 0.42
PM 1,043 0.27
SB Off-Ramp to Mathilda Ave * Diagonal AM 1,509 0.75
PM 1,264 0.63
Notes:

NB = Northbound, SB = Southbound, fr. = from
* Indicates newly constructued ramp under year 2035 conditions.

1. As a conservative approach, if an on-ramp has meter equipment present , the ramp is analyzed assuming it is metered.

3. Existing peak hour volumes are obtained through intersection counts and Caltrans. 1,800
3,800
1,800
1,800
3,800
Year 2035 Cumulative Conditions
2,000
3,800
1,800
2,000
1,800
2,000
1,800

2. Ramp capacities were obtained from Highway Capacity Manual, 2000 , and considered the free-flow speed, the number of lanes on the ramp, and ramp metering.

Future Ramp
Future Ramp
Peak
Hour
Existing Conditions
Attachment 15

Page 83 of 557 ends

El Camino Real Corridor Specific Plan
Figure 23
Planned Improvement at Mathilda Avenue/US 101/SR 237 Interchanges Attachment 15

Page 84 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 70
ECRCSP Impact to Transit Travel Time
Currently 6 VTA bus routes travel within the ECRCSP project area. To assess the transit travel time impacts, the bus route travel times in the study area under year 2035 cumulative conditions were compared to existing conditions. Bus route travel times are estimated using published schedules and adjusted based on delays experienced at study intersections. VTA does not have established criteria to determine impact to transit services. Therefore, this analysis is presented for information purposes only.

As shown on Table 11, The results show that all studied transit routes under year 2035 cumulative conditions are expected to experience increases in travel times of less than 2 minutes in comparison to cumulative no ECRCSP conditions. The Sunnyvale Traffic Impact Fee (TIF) contains many projects that are aimed at relieving congestion along major corridors. Projects within the ECRCSP study area would be required to pay the TIF and would constitute the ECRCSP fair share contribution to relieving traffic congestion and improving transit travel times.

ECRCSP Impact to Pedestrian and Bicycle Facilities
The ECRCSP Draft Plan identifies various policies to improve pedestrian and bicycle facilities within the El Camino Real Corridor Specific Plan area. The relevant policies are listed below:

Circ-1: Promote modes of travel and actions that provide safe access to city streets and reduce single occupant vehicle trips and trip lengths locally and regionally.

The priority order of consideration of transportation users shall be:

A. Pedestrians
B. Non-automotive
C. Mass transit vehicles
D. Delivery Vehicles
E. Single-occupant automobiles

Circ-2: Further develop El Camino Real as a Complete Street, with a focus on:

D. In making decisions regarding El Camino Real, the needs of more vulnerable road users such as children, seniors, and people with disabilities will be prioritized.

E. Design and policy decisions regarding El Camino Real will seek to increase pedestrian activity, reduce pedestrian-related collisions, and enhance pedestrian-friendly conditions along the corridor.

Attachment 15

Page 85 of 557 ends

El Camino Real Corridor Specific Plan – TIA January 21, 2022

P a g e | 71
Table 11
Transit Travel Time Analysis

Route Delay (min) % Change
VTA 22
Eastbound AM 120 8.2 8.2 8.3 0.1 0%
PM 155 7.2 15.8 17.0 1.2 1%
Westbound AM 135 7.9 11.3 11.3 0.0 0%
PM 135 7.0 10.6 12.1 1.5 1%
VTA 53
Northbound AM 50 7.1 8.6 8.6 0.0 0%
PM 60 7.7 9.6 10.2 0.6 1%
Southbound AM 50 7.1 8.3 8.3 0.0 0%
PM 45 7.9 13.6 14.1 0.5 1%
VTA 55
Northbound AM 60 5.1 11.3 11.5 0.2 0%
PM 65 4.9 7.2 7.7 0.5 1%
Southbound AM 50 5.1 6.2 6.3 0.1 0%
PM 50 5.0 8.8 8.8 0.0 0%
VTA 56
Northbound AM 90 3.2 4.5 4.4 -0.1 0%
PM 80 4.3 5.2 5.2 0.0 0%
Southbound AM 80 4.0 6.6 6.7 0.1 0%
PM 90 4.2 7 7.0 0.0 0%
VTA 522
Eastbound AM 105 8.2 8.2 8.3 0.1 0%
PM 130 7.2 15.8 17.0 1.2 1%
Westbound AM 110 7.9 11.3 11.3 0.0 0%
PM 105 7.0 10.6 12.1 1.5 1%
VTA 523
Northbound AM 95 5.4 9.3 9.7 0.4 0%
PM 115 7.1 9.6 10.1 0.5 0%
Southbound AM 95 6.8 7.4 7.5 0.1 0%
PM 100 6.6 12.6 12.8 0.2 0%
Peak
Hour
Delay in the
Study Area
(min)
Delay in the
Study Area
(min)
Existing
Cumulative
no ECRCSP Cumulative Conditions
Travel Time
(min)
Delay in the
Study Area
(sec)
Compared to Cumulative
no ECRCSP
Attachment 15

Page 86 of 557 ends

El Camino Real Corridor Specific Plan
Technical Appendices

January 21, 2022

Attachment 15

Page 87 of 557 ends

Appendix A
Traffic Counts

Attachment 15

Page 88 of 557 ends

GRANT RD SR 237EL CAMINO REALEL CAMINO REAL
(303) 216-2439
www.alltrafficdata.net
Location: 1 GRANT RD & EL CAMINO REAL AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 07:45 AM - 08:00 AM
1,849 1,910
1,544
1,482
1,2851,291
1,981
1,976

0.98 N
S
EW

0.89 0.95

0.94 0.91
(3,225)(3,656)
(2,872)
(2,452)
(3,751)
(3,242)
(2,233)(2,575)
739
0 146
95 1,146
294
33 1,127
809
9 12
96479
1,006
200
0 EL CAMINO REAL

EL CAMINO REAL

GRANT RD
SR 237
1 1
20 23
N
S
EW
01 614
0 1
15 8
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 12 123 0 34 2303 97 119 2 49 169 1,069 5 0 1 15,5102 5 30 194 7:15 AM 2 21 147 1 34 2513 120 128 1 65 222 1,206 6 1 8 06,07811 9 35 156 7:30 AM 0 21 172 0 33 3062 156 208 1 75 332 1,529 4 0 1 16,5306 5 26 186 7:45 AM 0 13 242 0 30 3163 198 259 1 76 298 1,706 3 0 4 16,65912 10 38 210 8:00 AM 0 25 253 0 29 2472 174 271 5 75 283 1,637 4 1 3 06,4936 18 63 186 8:15 AM 0 23 254 0 45 1884 233 296 2 74 279 1,658 8 0 6 010 28 59 163 8:30 AM 0 18 257 0 42 2133 204 301 1 69 286 1,658 4 0 4 05 39 40 180 8:45 AM 0 18 295 1 37 1841 161 233 3 92 275 1,540 9 2 5 011 23 46 160 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 1 2 1 12 5 0 0 1 0 130 0 0 0
Lights 78 1,000 198 141 940 715791 1,103 31 291 1,117 93 6,51912 9 0 0 Mediums 1 6 1 3 23 2316 19 2 3 28 2 1270 0 0 0
Total 809 1,127 33 294 1,146 95 79 1,006 200 146 964 739 6,65912 9 0 0 Attachment 15

Page 89 of 557 ends

SYLVIAN AVE SYLVIAN AVEEL CAMINO REALEL CAMINO REAL
(303) 216-2439
www.alltrafficdata.net
Location: 2 SYLVIAN AVE & EL CAMINO REAL AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:45 AM - 09:00 AM
291 549
1,782
840
839490
1,264
2,297

0.96 N
S
EW

0.97 0.91

0.81 0.93
(809)(562)
(3,056)
(1,396)
(4,099)
(2,145)
(1,395)(854)
200
0 53
139
1,546
93 359
748
123
4 34
38517
287
35 0

EL CAMINO REAL

SYLVIAN AVE

SYLVIAN AVE
1 32
8 7
N
S
EW
2111
44 0 1
3 4
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 53 26 0 4 83 8 97 1 6 208 530 0 6 1 12,98251 18 4 43 7:15 AM 0 62 28 0 7 73 11 103 0 9 252 612 0 5 0 03,42962 13 3 52 7:30 AM 0 178 33 0 7 56 16 129 0 15 346 892 0 6 1 13,88878 12 5 62 7:45 AM 0 125 32 0 11 74 38 176 2 20 347 948 0 17 1 04,04096 25 7 58 8:00 AM 0 106 51 0 15 125 31 161 1 20 373 977 0 5 0 04,176107 37 8 50 8:15 AM 0 108 62 0 12 96 30 213 1 24 434 1,071 3 11 0 083 33 5 51 8:30 AM 0 157 91 0 15 810 29 164 1 23 367 1,044 3 10 4 184 34 11 50 8:45 AM 0 146 83 0 11 913 33 210 1 26 372 1,084 1 3 3 085 35 11 49 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 3 1 0 1 0 61 0 0 0
Lights 512 286 35 53 38 198123 722 358 93 1,518 137 4,11033 4 0 0 Mediums 5 1 0 0 0 20 23 0 0 27 2 600 0 0 0
Total 123 748 359 93 1,546 139 517 287 35 53 38 200 4,17634 4 0 0 Attachment 15

Page 90 of 557 ends

SYLVIAN AVE SYLVIAN AVEEL CAMINO REALEL CAMINO REAL
(303) 216-2439
www.alltrafficdata.net
Location: 2 SYLVIAN AVE & EL CAMINO REAL PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 04:30 PM - 05:30 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
436 328
995
2,200
623431
2,327
1,422

0.91 N
S
EW

0.87 0.88

0.91 0.93
(642)(870)
(2,076)
(4,047)
(2,808)
(4,325)
(1,160)(934)
159
0 189
86 852
31 312
1,866
123
26 26
88385
119
119
0 EL CAMINO REAL

EL CAMINO REAL

SYLVIAN AVE

SYLVIAN AVE
9 32
2 6
N
S
EW
239
20 6 3
1 5
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 74 17 0 23 119 32 380 2 9 225 939 2 9 0 04,05376 21 35 25 4:15 PM 0 85 24 0 35 163 34 406 2 11 223 1,011 1 10 1 14,31983 22 37 30 4:30 PM 0 99 30 0 32 198 32 435 3 11 209 1,032 2 12 0 44,38171 15 28 40 4:45 PM 0 101 25 0 42 175 29 463 6 10 200 1,071 2 10 0 04,34881 22 27 43 5:00 PM 0 106 34 0 47 222 31 509 7 6 270 1,205 2 5 1 34,37882 23 34 32 5:15 PM 0 79 30 0 68 3011 31 459 10 4 173 1,073 0 4 0 278 26 30 44 5:30 PM 0 94 28 0 67 322 24 284 8 11 261 999 1 11 0 186 29 32 41 5:45 PM 0 63 21 0 71 4310 33 428 10 17 201 1,101 4 2 0 2108 29 27 40 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 381 117 118 188 87 155121 1,846 309 31 837 85 4,32726 26 0 0 Mediums 4 2 1 1 1 42 20 3 0 15 1 540 0 0 0
Total 123 1,866 312 31 852 86 385 119 119 189 88 159 4,38126 26 0 0 Attachment 15

Page 91 of 557 ends

BERNARDO AVE BERNARDO AVEEL CAMINO REALEL CAMINO REAL
(303) 216-2439
www.alltrafficdata.net
Location: 3 BERNARDO AVE & EL CAMINO REAL AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:15 AM - 08:30 AM
615 350
1,388
697
562246
767
2,039

0.93 N
S
EW

0.84 0.88

0.88 0.85
(592)(1,153)
(2,427)
(1,182)
(3,525)
(1,342)
(882)(505)
433
0 58
52 1,267
55 67
554
104
14 42
124297
194
71 0

EL CAMINO REAL

BERNARDO AVE

BERNARDO AVE
7 9
0 53
N
S
EW
63 00
2 5
45 8
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 26 15 0 9 277 12 78 2 6 160 434 4 1 0 12,47215 6 5 66 7:15 AM 0 42 22 0 15 5110 14 82 3 17 217 594 4 1 0 02,86810 11 0 100 7:30 AM 0 53 40 0 12 289 30 124 5 21 240 687 1 0 0 13,17016 8 2 99 7:45 AM 0 72 37 0 17 4011 29 118 7 18 300 757 1 1 0 13,29410 18 6 74 8:00 AM 0 82 46 0 12 527 29 127 4 10 296 830 5 2 0 03,33215 12 16 122 8:15 AM 0 72 63 0 23 1012 25 137 6 12 372 896 10 4 0 116 13 25 110 8:30 AM 0 78 48 0 13 278 21 129 2 15 325 811 25 1 0 215 15 16 99 8:45 AM 0 65 37 0 10 3515 29 161 2 18 274 795 9 1 0 421 12 14 102 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 01 1 0 0 2 0 40 0 0 0
Lights 296 193 71 56 122 431102 528 66 55 1,238 48 3,26242 14 0 0 Mediums 1 1 0 2 2 21 25 1 0 27 4 660 0 0 0
Total 104 554 67 55 1,267 52 297 194 71 58 124 433 3,33242 14 0 0 Attachment 15

Page 92 of 557 ends

BERNARDO AVE BERNARDO AVEEL CAMINO REALEL CAMINO REAL
(303) 216-2439
www.alltrafficdata.net
Location: 3 BERNARDO AVE & EL CAMINO REAL PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 04:45 PM - 05:45 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
632 537
1,064
1,599
409624
1,882
1,227

0.94 N
S
EW

0.84 0.95

0.89 0.92
(1,043)(1,081)
(1,963)
(3,132)
(2,230)
(3,685)
(812)(1,136)
207
0 106
111
805
124
181
1,386
273
24 42
319173
153
83 0

EL CAMINO REAL

BERNARDO AVE

BERNARDO AVE
9 5
1 23
N
S
EW
14 10
4 5
13 10
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 36 39 0 12 3310 54 308 4 30 171 801 12 1 0 83,60230 16 20 38 4:15 PM 0 41 53 0 20 489 46 346 6 34 158 881 5 0 0 73,85839 15 16 50 4:30 PM 0 24 41 0 16 5110 63 336 18 27 163 885 14 0 0 93,91949 21 22 44 4:45 PM 0 57 36 0 28 669 69 389 6 33 213 1,035 4 1 0 43,98743 19 21 46 5:00 PM 0 26 44 0 25 8211 70 391 5 39 208 1,057 12 2 0 13,93957 29 21 49 5:15 PM 0 41 32 0 22 7712 75 326 7 27 192 942 2 0 0 338 28 16 49 5:30 PM 0 49 41 0 31 9410 59 280 6 25 192 953 3 2 0 043 35 25 63 5:45 PM 0 43 41 0 21 7513 78 353 8 37 152 987 11 2 0 159 39 27 41 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 172 152 83 106 318 206273 1,376 180 123 797 111 3,96342 24 0 0 Mediums 1 1 0 0 1 10 10 1 1 8 0 240 0 0 0
Total 273 1,386 181 124 805 111 173 153 83 106 319 207 3,98742 24 0 0 Attachment 15

Page 93 of 557 ends

MARY AVE MARY AVEEL CAMINO REALEL CAMINO REAL
(303) 216-2439
www.alltrafficdata.net
Location: 4 MARY AVE & EL CAMINO REAL AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
566 1,005
1,507
576
882465
587
1,496

0.93 N
S
EW

0.80 0.91

0.81 0.91
(1,552)(986)
(2,435)
(961)
(2,473)
(1,008)
(1,366)(809)
129
0 92
220
1,191
72 48
400
115
24 24
345152
670
60 0

EL CAMINO REAL

MARY AVE

MARY AVE
18 11
0 2
N
S
EW
47 00
8 10
2 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 14 30 0 11 452 11 55 2 8 110 322 1 0 1 12,2647 8 4 15 7:15 AM 0 27 45 0 14 831 16 56 1 10 180 495 1 2 1 32,89512 13 8 29 7:30 AM 0 33 109 0 21 719 28 64 1 16 200 625 3 0 0 23,31014 25 8 26 7:45 AM 0 33 146 0 18 995 24 82 3 25 289 822 2 1 0 33,54215 36 15 32 8:00 AM 0 42 175 0 18 1373 28 93 8 25 315 953 0 4 0 73,53110 59 14 26 8:15 AM 0 47 208 0 31 689 36 108 5 14 260 910 0 3 0 514 55 20 35 8:30 AM 0 30 141 0 25 417 27 117 8 8 327 857 0 2 0 39 70 11 36 8:45 AM 0 33 161 0 22 484 29 98 8 15 259 811 0 1 0 115 72 12 35 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 1 00 1 0 0 3 0 50 0 0 0
Lights 151 664 59 89 340 128114 383 48 70 1,161 216 3,47124 24 0 0 Mediums 1 6 1 3 4 11 16 0 2 27 4 660 0 0 0
Total 115 400 48 72 1,191 220 152 670 60 92 345 129 3,54224 24 0 0 Attachment 15

Page 94 of 557 ends

PASTORIA AVE PASTORIA AVEEL CAMINO REALEL CAMINO REAL
(303) 216-2439
www.alltrafficdata.net
Location: 5 PASTORIA AVE & EL CAMINO REAL AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
280 425
1,431
873
758304
656
1,523

0.94 N
S
EW

0.67 0.98

0.84 0.77
(631)(518)
(2,517)
(1,448)
(2,583)
(1,079)
(1,144)(596)
69 0
36 57
1,251
75 54
545
37 48
20 175183
331
244
0 EL CAMINO REAL

EL CAMINO REAL

PASTORIA AVE

PASTORIA AVE
6 7
16 76
N
S
EW
70 97
3 3
52 24
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 10 21 0 5 172 3 78 3 8 126 321 5 2 0 12,1335 8 27 8 7:15 AM 0 15 25 0 8 424 3 66 7 23 234 497 7 1 0 12,6405 17 36 12 7:30 AM 0 14 44 0 8 323 5 96 6 20 265 575 7 0 3 02,95512 13 48 9 7:45 AM 9 37 39 0 5 696 10 112 9 37 292 740 10 0 1 03,11613 18 61 23 8:00 AM 0 57 99 0 13 871 8 115 9 21 292 828 36 0 4 23,12512 19 70 25 8:15 AM 0 49 77 0 8 215 15 175 11 19 322 812 15 1 5 118 8 70 14 8:30 AM 0 38 78 0 10 293 5 133 18 16 320 736 6 1 4 111 11 47 17 8:45 AM 0 39 77 0 5 3811 9 122 10 19 317 749 7 0 2 113 19 57 13 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 2 0 1 1 0 40 0 0 0
Lights 181 327 242 35 172 6836 519 53 73 1,216 57 3,04720 48 0 0 Mediums 2 4 2 1 3 11 24 1 1 34 0 740 0 0 0
Total 37 545 54 75 1,251 57 183 331 244 36 175 69 3,12520 48 0 0 Attachment 15

Page 95 of 557 ends

PASTORIA AVE PASTORIA AVEEL CAMINO REALEL CAMINO REAL
(303) 216-2439
www.alltrafficdata.net
Location: 5 PASTORIA AVE & EL CAMINO REAL PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:15 PM - 05:30 PM
537 309
1,146
1,633
474734
1,546
1,027

0.96 N
S
EW

0.89 0.93

0.92 0.96
(530)(916)
(2,184)
(3,216)
(1,970)
(3,096)
(807)(1,287)
104
0 72
47 786
243
130
1,328
66 70
22 361115
196
163
0 EL CAMINO REAL

EL CAMINO REAL

PASTORIA AVE

PASTORIA AVE
8 13
0 38
N
S
EW
58 00
6 2
21 17
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 19 31 0 8 5512 18 314 12 46 195 811 11 1 1 13,30031 9 38 23 4:15 PM 0 20 23 0 10 595 12 327 17 33 164 759 11 5 0 03,40727 11 34 17 4:30 PM 0 21 29 0 19 447 14 369 8 53 191 854 7 4 1 43,60931 13 32 23 4:45 PM 0 21 33 0 19 828 16 329 15 62 197 876 8 6 0 33,66030 12 32 20 5:00 PM 0 24 34 0 17 734 12 355 12 64 219 918 10 7 0 33,70328 13 38 25 5:15 PM 0 38 52 0 15 1015 19 353 16 56 185 961 8 1 0 236 11 39 35 5:30 PM 0 29 55 0 24 1054 19 303 18 70 184 905 13 1 0 229 8 39 18 5:45 PM 0 24 55 0 16 829 16 317 24 53 198 919 3 2 0 137 15 47 26 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 115 193 161 71 360 10466 1,316 130 242 774 47 3,67122 70 0 0 Mediums 0 3 2 1 1 00 12 0 1 12 0 320 0 0 0
Total 66 1,328 130 243 786 47 115 196 163 72 361 104 3,70322 70 0 0 Attachment 15

Page 96 of 557 ends

MATHILDA AVE MATHILDA AVEEL CAMINO REALEL CAMINO REAL
(303) 216-2439
www.alltrafficdata.net
Location: 6 MATHILDA AVE & EL CAMINO REAL AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
543 2,625
1,230
612
2,343412
874
1,341

0.98 N
S
EW

0.83 0.94

0.96 0.88
(4,093)(1,145)
(2,147)
(997)
(2,404)
(1,414)
(3,637)(849)
116
0 110
297
912
19 75
481
313
2 5
317308
2,015
19 1

EL CAMINO REAL

MATHILDA AVE

MATHILDA AVE
2 18
8 8
N
S
EW
108
80 0 2
5 3
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 1 39 172 1 22 833 36 55 0 4 94 557 0 1 2 03,3536 22 1 18 7:15 AM 1 46 198 0 21 1381 44 69 0 3 146 747 1 2 2 04,06714 34 2 30 7:30 AM 4 56 315 0 25 800 53 78 0 2 224 944 2 4 3 14,58013 48 3 43 7:45 AM 4 72 378 5 21 680 69 86 0 3 244 1,105 0 3 3 04,88413 93 2 47 8:00 AM 1 77 529 0 34 830 88 108 0 2 221 1,271 0 1 0 04,99017 70 6 35 8:15 AM 0 85 489 0 30 770 85 123 2 5 212 1,260 1 9 4 025 94 5 28 8:30 AM 0 75 491 0 21 623 74 151 0 6 251 1,248 3 4 2 020 69 2 23 8:45 AM 0 71 506 0 25 952 66 99 0 6 228 1,211 4 4 0 213 64 6 30 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 2 0 0 0 00 2 0 0 3 2 90 0 0 0
Lights 304 1,998 19 105 310 112313 458 74 19 883 294 4,8975 2 1 0 Mediums 4 15 0 5 7 40 21 1 0 26 1 840 0 0 0
Total 313 481 75 19 912 297 308 2,015 19 110 317 116 4,9905 2 1 0 Attachment 15

Page 97 of 557 ends

SUNNYVALE AVE SUNNYVALE AVEEL CAMINO REALEL CAMINO REAL (303) 216-2439
www.alltrafficdata.net
Location: 7 SUNNYVALE AVE & EL CAMINO REAL AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:15 AM - 08:30 AM
275 633
1,402
527
485280
589
1,311

0.99 N
S
EW

0.85 0.93

0.85 0.91
(1,050)(529)
(2,369)
(912)
(2,247)
(989)
(841)(519)
58 0
57 163
1,159
74 46
411
123
6 9
16085
347
53 0

EL CAMINO REAL

SUNNYVALE AVE

SUNNYVALE AVE
9 26
11 11
N
S
EW
188
83 3 6
8 3
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 4 62 0 13 651 17 65 0 13 116 388 0 3 0 01,9773 16 8 5 7:15 AM 0 12 65 0 8 412 11 72 1 4 210 454 1 1 1 02,2846 12 4 6 7:30 AM 0 18 72 0 14 361 17 63 3 7 228 512 5 1 0 72,5277 26 9 11 7:45 AM 0 17 74 0 11 301 24 103 0 20 290 623 4 9 6 12,6947 21 11 14 8:00 AM 0 19 96 0 19 514 30 105 2 11 303 695 3 5 4 02,7515 30 9 11 8:15 AM 0 20 73 0 10 341 36 102 1 21 311 697 1 6 0 210 42 18 18 8:30 AM 0 22 78 0 17 371 29 116 0 18 277 679 0 8 2 217 48 7 12 8:45 AM 0 24 100 0 11 383 28 88 3 24 268 680 4 5 2 414 43 19 17 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 1 0 0 0 1 00 2 0 1 10 0 150 0 0 0
Lights 83 345 53 57 158 57116 390 45 73 1,126 163 2,6819 6 0 0 Mediums 1 2 0 0 1 17 19 1 0 23 0 550 0 0 0
Total 123 411 46 74 1,159 163 85 347 53 57 160 58 2,7519 6 0 0 Attachment 15

Page 98 of 557 ends

SUNNYVALE AVE SUNNYVALE AVEEL CAMINO REALEL CAMINO REAL (303) 216-2439
www.alltrafficdata.net
Location: 7 SUNNYVALE AVE & EL CAMINO REAL PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:15 PM - 05:30 PM
531 576
1,055
1,788
526460
1,710
998

0.93 N
S
EW

0.94 0.93

0.88 0.93
(1,042)(981)
(1,968)
(3,493)
(1,848)
(3,332)
(976)(874)
75 0
225
96 794
135
94 1,426
181
30 9
231120
299
107
0 EL CAMINO REAL

EL CAMINO REAL

SUNNYVALE AVE

SUNNYVALE AVE
18 33
25 17
N
S
EW
1716
1510
7 11
13 4
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 27 57 0 45 350 34 344 11 31 165 836 0 4 4 83,43525 12 34 16 4:15 PM 0 23 63 0 41 622 33 326 7 24 177 826 0 10 7 23,56323 17 21 7 4:30 PM 0 20 70 0 47 472 41 366 10 32 179 878 11 7 2 83,76320 16 18 10 4:45 PM 0 29 66 0 62 680 41 343 8 25 183 895 6 9 7 03,79422 16 22 10 5:00 PM 0 29 57 0 69 624 48 389 6 26 190 964 3 6 5 43,82222 19 22 21 5:15 PM 0 38 76 0 54 610 48 402 13 34 197 1,026 3 7 4 324 24 35 20 5:30 PM 0 28 70 0 61 631 35 321 6 32 193 909 5 5 8 220 32 27 20 5:45 PM 0 25 96 0 41 454 50 314 5 43 214 923 6 8 8 328 21 23 14 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 1 0 10 0 0 0
Lights 118 298 106 225 230 74179 1,413 93 135 784 95 3,7899 30 0 0 Mediums 2 1 1 0 1 12 13 1 0 9 1 320 0 0 0
Total 181 1,426 94 135 794 96 120 299 107 225 231 75 3,8229 30 0 0 Attachment 15

Page 99 of 557 ends

REMINGTON DR FAIR OAKS AVEEL CAMINO REALEL CAMINO REAL
(303) 216-2439
www.alltrafficdata.net
Location: 20 REMINGTON DR & EL CAMINO REAL AM
Tuesday, May 8, 2018Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:45 AM - 09:45 AM
Peak 15-Minutes: 09:15 AM - 09:30 AM
725 860
1,521
688
825670
638
1,491

0.95 N
S
EW

0.91 0.97

0.85 0.90
(2,180)(2,180)
(4,110)
(1,695)
(4,057)
(1,564)
(2,009)(1,931)
152
0 104
142
1,211
133
68 422
124
35 24
469104
594
127
0 EL CAMINO REAL

EL CAMINO REAL

REMINGTON DR

FAIR OAKS AVE
57 30
48 52
N
S
EW
1416
399
27 30
40 12
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 10 54 0 23 1122 25 41 2 7 167 513 2 8 4 12,68811 19 10 30 7:15 AM 0 9 76 0 22 1730 14 60 7 14 207 669 2 7 1 73,0418 35 22 22 7:30 AM 0 7 139 0 22 1181 17 70 3 21 215 697 5 5 2 93,3155 22 19 38 7:45 AM 0 8 118 0 20 1314 19 64 6 15 336 809 3 5 2 43,4808 26 18 36 8:00 AM 0 17 124 0 34 1489 24 73 1 41 303 866 7 7 5 93,60511 30 23 28 8:15 AM 0 17 182 0 19 1012 35 98 6 23 334 943 6 8 2 53,64824 35 21 46 8:30 AM 0 21 124 0 35 995 26 80 7 22 343 862 6 5 4 43,67920 32 22 26 8:45 AM 0 31 187 0 23 1294 32 80 3 36 298 934 26 8 32 73,70916 37 25 33 9:00 AM 0 28 143 0 26 1225 23 112 8 34 287 909 9 6 6 173,57023 33 28 37 9:15 AM 0 26 146 0 28 1336 33 104 12 32 310 974 8 6 6 812 36 47 49 9:30 AM 0 19 118 0 27 859 36 126 12 31 316 892 9 8 4 2117 36 27 33 9:45 AM 0 30 83 0 26 998 30 113 10 31 238 795 11 10 3 919 31 30 47 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 1 0 01 2 0 0 4 0 91 0 0 0
Lights 101 585 123 101 460 149122 403 67 128 1,172 141 3,61023 35 0 0 Mediums 3 9 4 2 9 31 17 1 5 35 1 900 0 0 0
Total 124 422 68 133 1,211 142 104 594 127 104 469 152 3,70924 35 0 0 Attachment 15

Page 100 of 557 ends

WOLFE RD WOLFE RDEL CAMINO REALEL CAMINO REAL
(303) 216-2439
www.alltrafficdata.net
Location: 29 WOLFE RD & EL CAMINO REAL AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:45 AM - 09:00 AM
630 1,620
1,608
386
1,5931,074
556
1,307

0.96 N
S
EW

0.92 0.83

0.86 0.85
(2,442)(1,209)
(3,029)
(712)
(2,410)
(909)
(2,470)(2,053)
65 0
72 278
947
374
206
287
54 9
9 493286
1,288
18 1

EL CAMINO REAL

WOLFE RD

WOLFE RD
2 10
18 8
N
S
EW
19 108
2 0
4 4
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 31 82 0 12 911 4 48 0 97 106 526 3 2 0 13,23022 25 6 1 7:15 AM 0 53 138 0 18 1182 4 40 1 91 191 728 3 4 1 43,71932 22 4 14 7:30 AM 0 51 180 0 32 1250 6 46 8 95 222 864 1 5 3 54,07641 36 4 18 7:45 AM 0 70 251 0 21 1121 3 75 4 127 325 1,112 0 3 1 44,35328 71 7 17 8:00 AM 1 70 256 0 17 1411 9 61 2 96 218 1,015 0 4 2 24,38737 86 6 14 8:15 AM 0 64 297 0 18 1201 14 71 4 98 242 1,085 1 2 4 060 79 6 11 8:30 AM 0 79 344 0 23 1155 18 79 1 86 237 1,141 1 1 1 061 64 5 24 8:45 AM 0 73 391 0 14 1172 13 76 2 94 250 1,146 6 2 9 048 49 1 16 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 1 00 2 1 1 3 0 80 0 0 0
Lights 278 1,266 18 72 482 6553 268 202 362 916 276 4,2769 8 1 0 Mediums 8 22 0 0 10 01 17 3 11 28 2 1030 1 0 0
Total 54 287 206 374 947 278 286 1,288 18 72 493 65 4,3879 9 1 0 Attachment 15

Page 101 of 557 ends

POPLAR AVE POPLAR AVEEL CAMINO REALEL CAMINO REAL
(303) 216-2439
www.alltrafficdata.net
Location: 9 POPLAR AVE & EL CAMINO REAL AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:30 AM - 08:30 AM
Peak 15-Minutes: 07:45 AM - 08:00 AM
249 153
1,857
663
193199
597
1,881

0.89 N
S
EW

0.77 0.94

0.51 0.97
(273)(384)
(3,288)
(1,195)
(3,252)
(1,111)
(254)(317)
98 0
59 59
1,697
94 13
515
49 7
20 9266
45 82
0 EL CAMINO REAL

EL CAMINO REAL

POPLAR AVE

POPLAR AVE
15 8
4 21
N
S
EW
08 31
7 8
20 1
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 2 1 0 9 45 8 82 6 9 225 376 2 2 2 12,3551 4 6 14 7:15 AM 0 7 4 0 11 105 9 82 0 23 293 478 3 1 1 42,7091 4 15 14 7:30 AM 0 17 11 0 12 406 13 101 2 45 383 691 5 2 0 22,8964 8 26 23 7:45 AM 0 33 22 0 18 366 9 115 0 36 443 810 7 4 0 62,8455 14 46 27 8:00 AM 0 12 6 0 16 86 16 145 1 7 465 730 0 0 2 12,6821 15 8 24 8:15 AM 0 4 6 0 13 82 11 154 4 6 406 665 1 1 1 63 22 2 24 8:30 AM 0 3 5 0 10 96 7 151 3 20 366 640 0 0 0 30 32 5 23 8:45 AM 0 2 8 0 11 97 13 132 6 27 388 647 0 3 2 35 25 3 11 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 2 0 0 6 0 91 0 0 0
Lights 65 45 82 59 92 9649 493 13 93 1,653 55 2,82119 7 0 0 Mediums 1 0 0 0 0 20 20 0 1 38 4 660 0 0 0
Total 49 515 13 94 1,697 59 66 45 82 59 92 98 2,89620 7 0 0 Attachment 15

Page 102 of 557 ends

POPLAR AVE POPLAR AVEEL CAMINO REALEL CAMINO REAL
(303) 216-2439
www.alltrafficdata.net
Location: 9 POPLAR AVE & EL CAMINO REAL PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:45 PM - 06:00 PM
104 89
1,083
1,931
69101
1,977
1,112

0.95 N
S
EW

0.86 0.85

0.75 0.97
(167)(203)
(2,043)
(3,790)
(2,126)
(3,872)
(124)(159)
43 0
40 33
977
37 43
1,827
38 36
69 2123
18 28
0 EL CAMINO REAL

EL CAMINO REAL

POPLAR AVE

POPLAR AVE
15 3
0 6
N
S
EW
30 00
7 8
4 2
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 4 3 0 9 813 12 400 8 6 235 721 5 3 2 63,0093 3 10 7 4:15 PM 0 4 7 0 15 012 12 446 7 8 215 750 2 1 4 73,1046 4 7 7 4:30 PM 0 2 3 0 8 322 11 457 7 5 247 791 1 0 4 33,1576 4 5 11 4:45 PM 0 2 1 0 8 015 15 458 7 6 195 747 1 1 4 13,1267 3 7 23 5:00 PM 0 7 3 0 11 310 10 486 7 9 237 816 2 0 0 33,2339 10 4 10 5:15 PM 0 6 5 0 10 416 6 452 11 15 236 803 3 1 0 413 7 12 10 5:30 PM 0 4 4 0 12 420 10 442 7 4 217 760 0 0 0 311 6 7 12 5:45 PM 0 6 6 0 7 1023 12 447 11 9 287 854 1 2 0 310 10 5 11 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 23 18 28 39 21 4338 1,811 42 37 962 33 3,19969 35 0 0 Mediums 0 0 0 1 0 00 16 1 0 15 0 340 1 0 0
Total 38 1,827 43 37 977 33 23 18 28 40 21 43 3,23369 36 0 0 Attachment 15

Page 103 of 557 ends

HENDERSON AVE HENDERSON AVEEL CAMINO REALEL CAMINO REAL (303) 216-2439
www.alltrafficdata.net
Location: 10 HENDERSON AVE & EL CAMINO REAL AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:30 AM - 08:30 AM
Peak 15-Minutes: 07:45 AM - 08:00 AM
218 178
1,969
770
191135
591
1,886

0.92 N
S
EW

0.77 0.97

0.59 0.91
(334)(383)
(3,527)
(1,393)
(3,347)
(1,097)
(267)(200)
86 0
80 92
1,741
74 9
539
35 62
8 5251
51 89
0 EL CAMINO REAL

EL CAMINO REAL

HENDERSON AVE

HENDERSON AVE
9 51
7 4
N
S
EW
645
52 4 5
2 2
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 4 3 0 18 41 1 91 17 1 257 432 0 13 2 02,5264 11 4 16 7:15 AM 0 7 9 0 14 160 4 100 8 13 313 521 1 15 0 32,8030 8 9 20 7:30 AM 0 13 20 0 19 330 7 112 8 40 430 767 1 30 1 32,9692 19 41 23 7:45 AM 0 19 28 0 21 133 10 136 20 19 449 806 1 6 0 22,9174 22 38 24 8:00 AM 0 8 3 0 26 13 10 150 21 5 431 709 0 1 2 02,7483 23 4 21 8:15 AM 0 11 0 0 14 52 8 141 13 10 431 687 1 5 3 30 28 6 18 8:30 AM 0 8 0 0 16 43 12 162 19 11 412 715 0 5 3 00 40 11 17 8:45 AM 0 9 7 0 14 30 14 114 21 9 371 637 0 3 3 60 47 5 23 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 01 4 0 0 6 0 110 0 0 0
Lights 51 51 89 77 52 8634 520 9 73 1,693 88 2,8908 59 0 0 Mediums 0 0 0 3 0 00 15 0 1 42 4 680 3 0 0
Total 35 539 9 74 1,741 92 51 51 89 80 52 86 2,9698 62 0 0 Attachment 15

Page 104 of 557 ends

HENDERSON AVE HENDERSON AVEEL CAMINO REALEL CAMINO REAL (303) 216-2439
www.alltrafficdata.net
Location: 10 HENDERSON AVE & EL CAMINO REAL PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:15 PM - 05:30 PM
244 214
1,198
2,027
171176
1,833
1,029

0.97 N
S
EW

0.86 0.95

0.81 0.98
(383)(412)
(2,272)
(3,983)
(1,997)
(3,659)
(297)(277)
61 0
113
104
900
84 22
1,719
75 110
17 7051
35 85
0 EL CAMINO REAL

EL CAMINO REAL

HENDERSON AVE

HENDERSON AVE
7 17
14 8
N
S
EW
116
410
5 2
2 6
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 14 2 0 20 74 12 397 35 11 211 776 1 3 3 23,1946 30 14 13 4:15 PM 0 13 3 0 22 27 19 408 22 12 190 757 1 9 2 223,2565 18 15 21 4:30 PM 0 16 3 0 22 813 18 448 22 15 214 832 3 8 1 23,3894 20 13 16 4:45 PM 0 16 3 0 13 105 16 461 30 18 201 829 0 8 0 03,4363 25 14 14 5:00 PM 0 9 8 0 33 102 20 435 28 13 216 838 1 5 4 33,4464 28 23 9 5:15 PM 0 19 10 0 25 193 18 442 28 24 228 890 4 2 5 06 31 24 13 5:30 PM 0 13 7 0 25 225 18 437 28 16 244 879 2 4 3 23 27 17 17 5:45 PM 0 10 10 0 30 197 19 405 26 31 212 839 1 6 2 29 18 21 22 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 5 0 0 0 0 50 0 0 0
Lights 51 35 85 112 70 6174 1,701 22 83 886 104 3,41117 110 0 0 Mediums 0 0 0 1 0 01 13 0 1 14 0 300 0 0 0
Total 75 1,719 22 84 900 104 51 35 85 113 70 61 3,44617 110 0 0 Attachment 15

Page 105 of 557 ends

HALFORD AVE HALFORD AVEEL CAMINO REALEL CAMINO REAL
(303) 216-2439
www.alltrafficdata.net
Location: 11 HALFORD AVE & EL CAMINO REAL AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 07:45 AM - 08:00 AM
151 141
1,956
870
208145
763
1,922

0.97 N
S
EW

0.70 0.91

0.88 0.84
(273)(307)
(3,423)
(1,562)
(3,373)
(1,330)
(398)(250)
72 1
53 65
1,782
88 32
672
51 21
8 2560
24 124
0 EL CAMINO REAL

EL CAMINO REAL

HALFORD AVE

HALFORD AVE
29 12
9 6
N
S
EW
39 54
11 18
5 1
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 7 4 0 7 13 5 114 1 6 219 413 1 1 1 02,4211 12 18 15 7:15 AM 0 6 8 0 9 52 10 111 8 17 266 503 3 3 3 82,7464 12 35 10 7:30 AM 0 7 11 0 21 110 17 137 8 25 391 713 5 2 0 52,9996 11 33 35 7:45 AM 0 16 6 0 13 93 15 200 6 27 422 792 1 2 3 73,0788 8 33 26 8:00 AM 0 16 4 0 12 41 12 154 5 18 450 738 3 3 2 63,0379 11 27 15 8:15 AM 0 11 7 0 17 103 17 167 3 26 421 756 1 2 3 98 16 36 14 8:30 AM 0 17 7 1 11 21 7 151 7 17 489 792 0 3 1 57 30 28 17 8:45 AM 0 22 13 0 12 51 11 139 13 18 442 751 3 5 0 86 18 26 25 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 1 0 0 00 1 0 2 9 0 130 0 0 0
Lights 57 24 123 51 25 7051 656 30 82 1,731 62 2,9928 21 0 1 Mediums 3 0 0 2 0 20 15 2 4 42 3 730 0 0 0
Total 51 672 32 88 1,782 65 60 24 124 53 25 72 3,0788 21 0 1 Attachment 15

Page 106 of 557 ends

HALFORD AVE HALFORD AVEEL CAMINO REALEL CAMINO REAL
(303) 216-2439
www.alltrafficdata.net
Location: 11 HALFORD AVE & EL CAMINO REAL PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:15 PM - 05:30 PM
233 267
1,306
1,939
212279
1,904
1,170

0.93 N
S
EW

0.88 0.91

0.95 0.87
(528)(401)
(2,409)
(3,750)
(2,197)
(3,735)
(390)(460)
82 0
94 104
1,014
156
66 1,708
102
32 28
5746
61 105
0 EL CAMINO REAL

EL CAMINO REAL

HALFORD AVE

HALFORD AVE
23 15
3 17
N
S
EW
96 12
13 10
11 6
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 16 13 0 15 137 38 362 9 22 228 790 6 2 2 73,28015 21 15 16 4:15 PM 0 9 16 1 17 58 30 414 13 23 221 832 5 0 3 83,36714 30 17 14 4:30 PM 0 11 12 0 12 911 24 397 9 26 226 809 4 10 3 43,51311 17 25 19 4:45 PM 0 7 14 0 20 115 26 458 5 21 213 849 5 10 2 53,56311 19 23 16 5:00 PM 0 15 18 0 15 116 22 413 13 37 248 877 9 5 1 83,6558 24 21 26 5:15 PM 0 6 15 0 21 158 29 501 9 33 248 978 1 1 0 520 23 28 22 5:30 PM 0 14 10 0 28 139 23 386 5 40 244 859 0 3 0 317 25 29 16 5:45 PM 0 11 18 0 30 185 28 408 5 46 274 941 6 5 2 721 32 27 18 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 2 0 0 0 0 20 0 0 0
Lights 46 60 103 94 57 81102 1,687 66 155 1,002 103 3,61528 31 0 0 Mediums 0 1 2 0 0 10 19 0 1 12 1 380 1 0 0
Total 102 1,708 66 156 1,014 104 46 61 105 94 57 82 3,65528 32 0 0 Attachment 15

Page 107 of 557 ends

LAWRENCE EXPY LAWRENCE EXPYEL CAMINO REAL (W)EL CAMINO REAL (W) (303) 216-2439
www.alltrafficdata.net
Location: 37 LAWRENCE EXPY & EL CAMINO REAL (W) AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
318 0
2,077
891
0473
936
1,967

0.98 N
S
EW

0.86 0.93

0.00 0.90
()(629)
(3,668)
(1,558)
(3,509)
(1,627)
()(857)
148
0 142
0 1,819
253
192
744
0 5
0 280
0 0
0 EL CAMINO REAL (W)

EL CAMINO REAL (W)

LAWRENCE EXPY

LAWRENCE EXPY
15 1
14 4
N
S
EW
01 104
6 9
1 3
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 0 0 0 11 50 0 110 0 37 215 435 0 0 1 12,64725 0 0 32 7:15 AM 0 0 0 0 24 90 0 122 0 43 309 597 1 0 0 33,06137 0 0 53 7:30 AM 0 0 0 0 39 130 0 166 0 63 411 780 0 0 3 13,26838 0 0 50 7:45 AM 0 0 0 0 29 80 0 206 0 61 442 835 2 0 3 23,33153 0 0 36 8:00 AM 0 0 0 0 38 110 0 174 1 61 476 849 0 0 4 53,27751 0 0 37 8:15 AM 0 0 0 0 47 30 0 189 0 57 416 804 0 0 3 552 0 0 40 8:30 AM 0 0 0 0 28 60 0 175 4 74 485 843 1 1 4 136 0 0 35 8:45 AM 0 0 0 0 37 80 0 154 4 67 442 781 2 0 3 739 0 0 30 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 1 0 20 1 1 0 6 0 110 0 0 0
Lights 0 0 0 140 28 1420 727 183 248 1,772 0 3,2450 5 0 0 Mediums 0 0 0 1 0 40 16 8 5 41 0 750 0 0 0
Total 0 744 192 253 1,819 0 0 0 0 142 28 148 3,3310 5 0 0 Attachment 15

Page 108 of 557 ends

LAWRENCE EXPY LAWRENCE EXPYEL CAMINO REAL (E)EL CAMINO REAL (E) (303) 216-2439
www.alltrafficdata.net
Location: 38 LAWRENCE EXPY & EL CAMINO REAL (E) AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:30 AM - 08:30 AM
Peak 15-Minutes: 07:45 AM - 08:00 AM
0 451
1,823
809
6880
855
2,106

0.98 N
S
EW

0.00 0.93

0.91 0.93
(902)()
(3,347)
(1,501)
(3,845)
(1,609)
(1,292)()
0 0
0 208
1,615
0 0
658
193
0 4
0487
50 151
0 EL CAMINO REAL (E)

EL CAMINO REAL (E)

LAWRENCE EXPY

LAWRENCE EXPY
15 6
5 0
N
S
EW
42 23
6 9
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 67 14 0 0 00 52 103 0 0 238 544 0 0 3 12,9620 54 16 0 7:15 AM 0 86 11 0 0 00 56 125 0 0 357 715 0 2 1 13,2520 62 18 0 7:30 AM 0 111 13 0 0 00 75 149 0 0 404 842 0 1 1 13,3660 56 34 0 7:45 AM 0 105 14 0 0 02 45 170 0 0 437 861 0 2 1 73,3440 51 37 0 8:00 AM 0 125 10 0 0 00 38 191 0 0 389 834 0 0 1 33,2860 52 29 0 8:15 AM 0 146 13 0 0 02 35 148 0 0 385 829 0 1 2 30 49 51 0 8:30 AM 0 143 11 0 0 00 34 166 0 0 381 820 0 2 2 40 44 41 0 8:45 AM 0 131 20 0 0 01 40 177 0 0 335 803 0 4 2 50 53 46 0 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 2 0 2 0 0 01 3 0 0 4 0 120 0 0 0
Lights 479 50 147 0 0 0191 642 0 0 1,577 204 3,2944 0 0 0 Mediums 6 0 2 0 0 01 13 0 0 34 4 600 0 0 0
Total 193 658 0 0 1,615 208 487 50 151 0 0 0 3,3664 0 0 0 Attachment 15

Page 109 of 557 ends

ELLIS STMIDDLEFIELD RDMIDDLEFIELD RD
(303) 216-2439
www.alltrafficdata.net
Location: 48 ELLIS ST & MIDDLEFIELD RD AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:45 AM - 09:00 AM
245 740
1,032
485595
647

0.90 N
S
EW

0.66 0.930.82
(1,171)(394)
(1,797)
(766)
(1,186)
(932)
124
0 121
511
521
0 0
364
229
0 2
0 MIDDLEFIELD RD

MIDDLEFIELD RD

ELLIS ST
10 3
31 N
S
EW
21 8 2
13 18
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 12 00 28 37 0 0 80 230 0 0 21,2510 58 15
7:15 AM 0 16 00 21 37 0 0 120 286 1 1 11,4210 70 22
7:30 AM 0 16 00 38 56 0 0 117 333 3 0 51,5990 93 13
7:45 AM 0 25 00 38 82 0 0 142 402 12 2 21,7550 85 30
8:00 AM 0 15 01 45 58 0 0 140 400 12 1 31,8720 114 27
8:15 AM 0 27 00 53 87 0 0 139 464 6 0 10 139 19
8:30 AM 0 29 00 60 109 0 0 138 489 5 0 30 118 35
8:45 AM 0 50 01 71 110 0 0 104 519 7 2 30 140 43
Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 20 0 0 0 0 0 20 0 0
Lights 115 0 115221 360 0 0 506 508 1,8272 0 0
Mediums 6 0 78 4 0 0 15 3 430 0 0
Total 229 364 0 0 521 511 121 0 124 1,8722 0 0
Attachment 15

Page 110 of 557 ends

ELLIS STMIDDLEFIELD RDMIDDLEFIELD RD
(303) 216-2439
www.alltrafficdata.net
Location: 48 ELLIS ST & MIDDLEFIELD RD PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:45 PM - 06:00 PM
955 246
718
1,055713
1,085

0.95 N
S
EW

0.95 0.790.90
(468)(1,668)
(1,172)
(2,119)
(1,631)
(1,378)
486
0 469
119
599
0 0
586
127
0 0
0 MIDDLEFIELD RD

MIDDLEFIELD RD

ELLIS ST
13 6
7 N
S
EW
24 9 4
7 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 118 00 25 128 0 0 62 405 5 1 21,8320 27 45
4:15 PM 0 107 00 29 120 0 0 86 413 1 3 32,0110 22 49
4:30 PM 0 118 00 30 141 0 0 107 488 1 0 12,1780 31 61
4:45 PM 0 162 00 22 170 0 0 83 526 0 2 32,2830 36 53
5:00 PM 0 136 00 44 163 0 0 128 584 2 4 32,3860 25 88
5:15 PM 0 130 00 27 126 0 0 150 580 1 0 20 25 122
5:30 PM 0 111 00 31 159 0 0 124 593 2 1 30 39 129
5:45 PM 0 92 00 25 138 0 0 197 629 2 1 10 30 147
Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 00 1 0 0 0 0 10 0 0
Lights 465 0 484121 577 0 0 594 117 2,3580 0 0
Mediums 4 0 26 8 0 0 5 2 270 0 0
Total 127 586 0 0 599 119 469 0 486 2,3860 0 0
Attachment 15

Page 111 of 557 ends

MARY AVE MARY AVECENTRAL EXPYCENTRAL EXPY
(303) 216-2439
www.alltrafficdata.net
Location: 42 MARY AVE & CENTRAL EXPY AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 08:30 AM - 08:45 AM
272 468
1,952
1,234
1,454289
811
2,498

0.95 N
S
EW

0.92 0.88

0.85 0.96
(701)(453)
(3,859)
(2,060)
(4,601)
(1,374)
(2,229)(553)
110
4 54
1 1,770
177
8 713
85 4
5 104613
378
463
0 CENTRAL EXPY

CENTRAL EXPY

MARY AVE

MARY AVE
14 29
8 15
N
S
EW
1712
44 0 14
1 14
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 61 15 0 5 90 6 87 1 45 439 748 1 5 0 13,6340 0 54 26 7:15 AM 0 57 19 0 5 130 6 108 2 51 569 914 0 1 0 04,0240 0 59 25 7:30 AM 0 101 33 1 1 240 15 120 1 56 456 927 0 0 0 04,2310 0 97 22 7:45 AM 0 135 62 0 11 271 14 160 0 57 439 1,045 3 2 0 14,4890 0 112 27 8:00 AM 0 123 64 2 10 290 22 191 0 52 510 1,138 0 7 3 44,2814 0 110 21 8:15 AM 0 175 125 2 21 224 19 169 2 34 396 1,121 6 5 1 23 0 120 29 8:30 AM 0 180 127 0 12 260 30 193 2 34 425 1,185 4 8 3 71 1 121 33 8:45 AM 0 97 103 0 17 260 31 190 0 40 243 837 0 0 0 00 4 79 7 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 2 1 0 1 00 1 0 1 4 0 100 0 0 0
Lights 609 371 457 53 102 10785 705 8 172 1,728 1 4,4104 4 0 4 Mediums 4 5 5 1 1 30 7 0 4 38 0 691 0 0 0
Total 85 713 8 177 1,770 1 613 378 463 54 104 110 4,4895 4 0 4 Attachment 15

Page 112 of 557 ends

MARY AVE MARY AVEEVELYN AVEEVELYN AVE
(303) 216-2439
www.alltrafficdata.net
Location: 49 MARY AVE & EVELYN AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:15 AM - 08:30 AM
482 1,469
778
223
1,151359
395
755

0.92 N
S
EW

0.86 0.89

0.90 0.88
(2,220)(965)
(1,239)
(388)
(1,226)
(619)
(1,719)(708)
169
0 33
263
467
48 31
157
207
0 0
280119
999
33 0

EVELYN AVE

MARY AVE

MARY AVE
0 18
19 21
N
S
EW
135
136
0 0
9 12
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 7 64 0 8 540 21 20 0 13 43 293 2 5 0 01,7364 28 8 23 7:15 AM 0 10 93 0 10 740 24 16 0 5 60 350 0 2 3 02,1281 12 6 39 7:30 AM 0 8 165 0 15 690 35 24 0 14 84 519 1 2 2 02,5377 42 5 51 7:45 AM 0 15 179 0 12 850 38 33 0 22 88 574 0 4 4 02,6691 50 8 43 8:00 AM 0 22 211 0 8 1130 45 46 0 16 115 685 6 4 8 02,8068 52 7 42 8:15 AM 0 29 279 0 8 650 52 48 0 12 128 759 6 4 2 09 79 12 38 8:30 AM 0 34 249 0 12 520 40 29 0 7 111 651 5 6 2 06 65 6 40 8:45 AM 0 34 260 0 5 500 70 34 0 13 113 711 3 4 4 08 67 8 49 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 1 13 0 0 0 1 0 60 0 0 0
Lights 119 990 30 33 276 160197 156 29 48 457 259 2,7540 0 0 0 Mediums 0 9 3 0 3 87 1 2 0 9 4 460 0 0 0
Total 207 157 31 48 467 263 119 999 33 33 280 169 2,8060 0 0 0 Attachment 15

Page 113 of 557 ends

MARY AVE MARY AVEEVELYN AVEEVELYN AVE
(303) 216-2439
www.alltrafficdata.net
Location: 49 MARY AVE & EVELYN AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
1,435 860
399
795
4481,217
1,076
486

0.91 N
S
EW

0.80 0.93

0.76 0.94
(1,535)(2,431)
(720)
(1,326)
(872)
(1,775)
(816)(2,009)
217
0 175
96 237
66 108
595
373
0 0
1,04332
391
25 0

EVELYN AVE

MARY AVE

MARY AVE
2 5
8 3
N
S
EW
23 53
2 0
2 1
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 13 71 0 30 1630 64 69 0 11 32 532 0 0 0 02,38415 27 3 34 4:15 PM 0 6 90 0 41 1480 64 67 0 7 40 558 0 3 3 12,77614 21 7 53 4:30 PM 0 5 80 0 35 2050 58 102 0 6 48 634 1 3 0 02,98514 23 6 52 4:45 PM 0 7 73 0 38 1610 82 126 0 24 60 660 3 4 4 03,20524 22 7 36 5:00 PM 0 7 127 0 38 3460 82 132 0 15 51 924 1 2 3 23,35824 27 13 62 5:15 PM 0 8 81 0 52 2010 87 154 0 12 70 767 0 1 1 029 22 4 47 5:30 PM 0 8 96 0 47 2450 110 145 0 22 62 854 2 0 1 028 27 5 59 5:45 PM 0 9 87 0 38 2510 94 164 0 17 54 813 0 1 2 027 20 3 49 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 32 387 25 175 1,040 216366 588 108 66 233 96 3,3320 0 0 0 Mediums 0 4 0 0 3 17 7 0 0 4 0 260 0 0 0
Total 373 595 108 66 237 96 32 391 25 175 1,043 217 3,3580 0 0 0 Attachment 15

Page 114 of 557 ends

MARY AVE MARY AVEWASHINGTON AVEWASHINGTON AVE
(303) 216-2439
www.alltrafficdata.net
Location: 50 MARY AVE & WASHINGTON AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
380 1,119
205
120
1,055427
163
137

0.88 N
S
EW

0.71 0.70

0.93 0.91
(1,667)(722)
(317)
(177)
(228)
(255)
(1,578)(800)
31 0
24 51
77 77
25 48
90 0
0 32529
978
48 0

WASHINGTON AVE

MARY AVE

MARY AVE
10 8
13 7
N
S
EW
71 85
8 2
5 2
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 5 66 0 2 490 8 3 0 6 3 164 7 0 1 11,0695 6 2 9 7:15 AM 0 2 93 0 3 700 7 3 0 7 8 222 0 1 3 11,42011 12 1 5 7:30 AM 0 8 151 0 4 860 9 5 0 12 10 313 0 0 1 01,6517 7 5 9 7:45 AM 0 13 164 0 5 940 18 11 0 21 13 370 4 1 7 21,7365 7 13 6 8:00 AM 0 6 226 0 12 1270 21 17 0 37 22 515 2 0 1 11,8037 15 11 14 8:15 AM 0 13 257 0 5 670 27 7 0 18 18 453 1 0 2 57 15 13 6 8:30 AM 0 4 231 0 2 660 19 10 0 10 20 398 3 3 9 04 11 14 7 8:45 AM 0 6 264 0 5 650 23 14 0 12 17 437 1 0 1 27 10 10 4 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 28 971 48 24 320 3190 46 25 76 75 51 1,7850 0 0 0 Mediums 1 7 0 0 5 00 2 0 1 2 0 180 0 0 0
Total 90 48 25 77 77 51 29 978 48 24 325 31 1,8030 0 0 0 Attachment 15

Page 115 of 557 ends

MARY AVE MARY AVEWASHINGTON AVEWASHINGTON AVE
(303) 216-2439
www.alltrafficdata.net
Location: 50 MARY AVE & WASHINGTON AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:30 PM - 05:45 PM
1,160 407
197
231
4391,150
163
171

0.96 N
S
EW

0.97 0.85

0.94 0.80
(783)(1,933)
(341)
(370)
(272)
(260)
(825)(1,934)
53 0
72 32
82 83
32 91
40 0
0 1,03536
335
68 0

WASHINGTON AVE

MARY AVE

MARY AVE
6 8
18 9
N
S
EW
71 612
3 3
2 7
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 7 74 0 7 1600 10 4 0 10 11 316 0 1 0 41,4003 12 14 4 4:15 PM 0 7 92 0 11 1420 8 12 0 16 14 336 1 1 3 01,5883 6 13 12 4:30 PM 0 2 51 0 10 1920 8 13 0 15 12 334 4 1 4 21,7008 7 12 4 4:45 PM 0 7 92 0 12 2110 7 16 0 19 13 414 2 1 5 21,8765 9 15 8 5:00 PM 0 12 90 0 22 2630 15 19 0 21 16 504 3 2 2 01,9599 9 15 13 5:15 PM 0 7 70 0 11 2490 12 17 0 23 16 448 3 2 6 16 3 23 11 5:30 PM 0 6 84 0 18 2620 11 25 0 14 31 510 1 3 6 115 13 15 16 5:45 PM 0 11 91 0 21 2610 2 30 0 25 19 497 2 1 4 12 7 15 13 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 35 334 68 71 1,032 5340 90 32 83 81 32 1,9510 0 0 0 Mediums 1 1 0 1 3 00 1 0 0 1 0 80 0 0 0
Total 40 91 32 83 82 32 36 335 68 72 1,035 53 1,9590 0 0 0 Attachment 15

Page 116 of 557 ends

MARY AVE MARY AVEREMINGTON AVEREMINGTON AVE
(303) 216-2439
www.alltrafficdata.net
Location: 51 MARY AVE & REMINGTON AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
533 654
429
323
625500
277
387

0.79 N
S
EW

0.72 0.74

0.91 0.70
(1,053)(935)
(664)
(424)
(579)
(373)
(1,054)(970)
82 0
107
75 241
113
43 152
82 0
0 34464
497
64 0

REMINGTON AVE

MARY AVE

MARY AVE
29 10
15 34
N
S
EW
64 510
28 1
6 28
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 2 28 0 3 550 0 4 0 13 17 138 0 0 0 01,2038 2 3 3 7:15 AM 0 10 51 0 4 1450 1 10 0 23 23 299 1 0 0 21,65710 10 8 4 7:30 AM 0 20 127 0 10 810 0 12 0 18 49 357 0 0 0 11,85711 9 7 13 7:45 AM 0 23 138 0 15 640 7 23 0 30 51 409 7 2 3 41,8647 28 7 16 8:00 AM 0 24 116 0 48 1020 25 53 0 36 92 592 21 5 5 141,82313 17 21 45 8:15 AM 0 8 106 0 42 1050 38 49 0 31 53 499 3 1 4 013 16 20 18 8:30 AM 0 9 137 0 2 730 12 27 0 16 45 364 2 0 1 010 14 16 3 8:45 AM 0 14 144 0 12 680 17 13 0 28 33 368 3 1 1 110 10 15 4 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 62 491 64 105 342 8282 150 40 109 239 75 1,8410 0 0 0 Mediums 2 6 0 2 2 00 2 3 4 2 0 230 0 0 0
Total 82 152 43 113 241 75 64 497 64 107 344 82 1,8640 0 0 0 Attachment 15

Page 117 of 557 ends

MARY AVE MARY AVEREMINGTON AVEREMINGTON AVE
(303) 216-2439
www.alltrafficdata.net
Location: 51 MARY AVE & REMINGTON AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:15 PM - 05:30 PM
796 332
301
401
431856
275
214

0.94 N
S
EW

0.93 0.78

0.80 0.93
(691)(1,349)
(502)
(700)
(388)
(480)
(897)(1,449)
44 0
99 44
124
133
70 179
26 0
0 65346
262
123
0 REMINGTON AVE

REMINGTON AVE

MARY AVE

MARY AVE
7 4
6 7
N
S
EW
04 33
0 7
5 2
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 16 103 0 16 940 0 25 0 22 27 354 2 0 0 01,42514 4 27 6 4:15 PM 0 12 63 0 11 990 4 28 0 16 21 312 4 0 6 01,49315 9 26 8 4:30 PM 0 9 72 0 15 1020 2 29 0 19 28 333 1 1 2 11,66216 7 25 9 4:45 PM 0 7 83 0 28 1520 9 46 0 27 18 426 6 0 3 41,78917 3 23 13 5:00 PM 0 12 64 0 31 1340 4 47 0 30 31 422 1 1 4 31,80321 7 33 8 5:15 PM 0 19 80 0 26 1740 4 52 0 29 23 481 2 2 0 120 11 31 12 5:30 PM 0 9 63 0 19 1710 12 41 0 40 40 460 0 1 0 09 17 32 7 5:45 PM 0 6 55 0 23 1740 6 39 0 34 30 440 4 0 2 020 9 27 17 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 45 261 116 99 651 4426 179 66 131 123 44 1,7850 0 0 0 Mediums 1 1 7 0 2 00 0 4 2 1 0 180 0 0 0
Total 26 179 70 133 124 44 46 262 123 99 653 44 1,8030 0 0 0 Attachment 15

Page 118 of 557 ends

MARY AVE MARY AVEFREMONT AVEFREMONT AVE
(303) 216-2439
www.alltrafficdata.net
Location: 28 MARY AVE & FREMONT AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:30 AM - 08:30 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
472 677
1,137
576
680346
601
1,291

0.95 N
S
EW

0.82 0.87

0.65 0.78
(1,141)(873)
(2,034)
(982)
(2,307)
(1,045)
(1,084)(606)
155
0 107
162
913
54 77
373
111
8 40
210183
404
88 5

FREMONT AVE

MARY AVE

MARY AVE
0 3
9 7
N
S
EW
12 81
0 0
5 2
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 17 12 0 10 1510 15 50 1 6 133 308 0 1 0 12,2971 12 2 24 7:15 AM 0 25 34 0 6 10416 13 52 1 13 154 488 0 1 1 22,7497 18 10 35 7:30 AM 0 34 96 0 13 1059 22 83 1 20 269 748 0 1 0 02,89019 34 12 31 7:45 AM 0 70 161 0 30 317 30 93 0 9 209 753 0 0 0 02,80015 31 35 32 8:00 AM 5 37 75 0 29 2516 38 121 5 17 238 760 3 1 0 02,73919 65 24 46 8:15 AM 0 42 72 0 35 498 21 76 2 8 197 629 4 0 2 024 32 17 46 8:30 AM 3 33 99 0 22 3211 28 78 9 9 224 658 4 0 1 011 42 15 42 8:45 AM 3 36 98 0 36 326 38 95 2 11 207 692 3 0 3 113 55 17 43 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 1 0 0 3 1 50 0 0 0
Lights 180 403 88 107 206 151111 370 76 53 906 159 2,86239 8 5 0 Mediums 3 1 0 0 4 40 2 1 1 4 2 231 0 0 0
Total 111 373 77 54 913 162 183 404 88 107 210 155 2,89040 8 5 0 Attachment 15

Page 119 of 557 ends

MARY AVE MARY AVEFREMONT AVEFREMONT AVE
(303) 216-2439
www.alltrafficdata.net
Location: 28 MARY AVE & FREMONT AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:45 PM - 06:00 PM
845 457
719
1,472
405724
1,492
808

0.96 N
S
EW

0.89 0.90

0.68 0.92
(910)(1,496)
(1,323)
(2,706)
(1,561)
(2,820)
(830)(1,292)
165
0 208
120
468
88 164
1,143
129
43 56
472119
208
78 0

FREMONT AVE

MARY AVE

MARY AVE
0 1
0 3
N
S
EW
10 00
0 0
1 2
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 54 85 0 45 6715 32 248 6 19 92 794 1 0 0 13,00847 29 18 37 4:15 PM 0 18 45 0 38 6516 37 224 7 24 108 697 5 4 1 03,03547 26 19 23 4:30 PM 0 43 42 0 42 8015 36 229 6 13 101 706 5 6 2 03,17533 20 14 32 4:45 PM 0 21 42 0 52 11919 39 256 6 19 108 811 1 4 0 03,36735 20 24 51 5:00 PM 0 18 37 0 45 8722 37 295 10 22 101 821 0 0 0 03,46151 38 19 39 5:15 PM 0 31 57 0 60 13114 32 253 7 19 100 837 1 0 0 041 33 13 46 5:30 PM 0 31 58 0 43 1399 31 301 8 22 133 898 1 0 0 038 26 27 32 5:45 PM 0 39 56 0 60 11511 29 294 18 25 134 905 0 0 0 034 23 19 48 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 118 207 77 206 471 163128 1,137 164 87 467 118 3,44256 43 0 0 Mediums 1 1 1 2 1 21 6 0 1 1 2 190 0 0 0
Total 129 1,143 164 88 468 120 119 208 78 208 472 165 3,46156 43 0 0 Attachment 15

Page 120 of 557 ends

MARY AVE MARY AVEHOMESTEAD RDHOMESTEAD RD
(303) 216-2439
www.alltrafficdata.net
Location: 55 MARY AVE & HOMESTEAD RD AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:15 AM - 08:15 AM
Peak 15-Minutes: 07:30 AM - 07:45 AM
371 343
991
738
247315
705
918

0.75 N
S
EW

0.61 0.79

0.51 0.69
(624)(551)
(1,883)
(1,168)
(1,650)
(1,105)
(265)(362)
74 0
204
159
749
83 139
490
76 0
0 9395
108
44 0

HOMESTEAD RD

MARY AVE

MARY AVE
165
35 118
80 N
S
EW
728
1135
8 157
78 2
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 3 3 0 12 90 2 33 0 21 111 223 2 3 1 22,0774 16 0 9 7:15 AM 0 16 39 0 39 490 6 70 0 33 138 483 14 14 16 112,31449 23 7 14 7:30 AM 0 55 48 0 87 390 19 153 0 37 179 776 59 16 91 1462,23182 33 17 27 7:45 AM 0 23 18 0 27 30 26 130 0 8 275 595 3 2 7 41,9117 48 17 13 8:00 AM 0 1 3 0 51 20 25 137 0 5 157 460 1 0 2 11,7271 55 3 20 8:15 AM 0 2 3 0 34 30 13 84 0 1 183 400 1 0 1 13 57 0 17 8:30 AM 0 0 6 0 46 20 25 102 0 4 188 456 1 1 1 20 69 1 13 8:45 AM 0 0 0 0 23 00 39 95 0 0 194 411 2 1 1 30 48 0 12 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 2 0 0 1 0 30 0 0 0
Lights 95 108 44 200 93 7475 478 139 83 730 156 2,2750 0 0 0 Mediums 0 0 0 4 0 01 10 0 0 18 3 360 0 0 0
Total 76 490 139 83 749 159 95 108 44 204 93 74 2,3140 0 0 0 Attachment 15

Page 121 of 557 ends

MARY AVE MARY AVEHOMESTEAD RDHOMESTEAD RD
(303) 216-2439
www.alltrafficdata.net
Location: 55 MARY AVE & HOMESTEAD RD PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:30 PM - 05:45 PM
542 260
628
1,358
4257
1,016
553

0.96 N
S
EW

0.96 0.91

0.55 0.99
(475)(927)
(1,129)
(2,557)
(989)
(1,954)
(115)(104)
104
0 412
185
435
8 22
934
60 0
0 2614
15 12
1 HOMESTEAD RD

HOMESTEAD RD

MARY AVE

MARY AVE
10 8
11 14
N
S
EW
71 38
7 3
3 11
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 6 15 0 75 80 14 189 0 4 95 467 1 8 10 21,8975 26 12 18 4:15 PM 0 3 6 0 73 100 16 220 0 1 84 468 2 2 3 01,9642 32 8 13 4:30 PM 0 4 3 0 69 20 15 217 0 0 97 473 1 2 2 02,0720 44 3 19 4:45 PM 0 4 0 0 77 60 9 247 0 5 78 489 0 2 0 32,1804 35 9 15 5:00 PM 0 5 1 0 114 30 16 230 0 1 100 534 0 1 2 22,2286 31 3 24 5:15 PM 1 2 0 0 107 60 19 237 0 2 111 576 1 1 3 23 59 3 26 5:30 PM 0 7 13 0 98 40 15 238 0 2 117 581 6 2 1 52 49 4 32 5:45 PM 0 0 1 0 93 130 10 229 0 3 107 537 2 2 3 111 46 2 22 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 14 15 12 410 26 10460 929 22 8 434 184 2,2190 0 1 0 Mediums 0 0 0 2 0 00 5 0 0 1 1 90 0 0 0
Total 60 934 22 8 435 185 14 15 12 412 26 104 2,2280 0 1 0 Attachment 15

Page 122 of 557 ends

SR 85 SB RAMPS SR 85 SB RAMPSFREMONT AVEFREMONT AVE
(303) 216-2439
www.alltrafficdata.net
Location: 26 SR 85 SB RAMPS & FREMONT AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:30 AM - 08:30 AM
Peak 15-Minutes: 07:45 AM - 08:00 AM
657 0
1,620
1,058
0831
1,140
1,528

0.92 N
S
EW

0.90 0.85

0.00 0.85
()(1,123)
(2,907)
(1,813)
(2,626)
(1,974)
()(1,565)
416
0 241
0 1,112
508
323
817
0 0
0 00
0 0
0 FREMONT AVE

FREMONT AVE
SR 85 SB RAMPS
SR 85 SB RAMPS
1 0
0 0
N
S
EW
00 00
1 0
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 0 0 0 34 00 0 92 0 86 163 496 0 0 0 02,88249 0 0 72 7:15 AM 0 0 0 0 39 00 0 114 0 91 225 607 0 0 1 23,27351 0 0 87 7:30 AM 0 0 0 0 40 00 0 181 0 96 300 853 0 0 0 03,417107 0 0 129 7:45 AM 0 0 0 0 44 00 0 209 0 126 351 926 0 0 0 03,33757 0 0 139 8:00 AM 0 0 0 0 76 00 0 252 0 136 245 887 0 0 0 03,12282 0 0 96 8:15 AM 0 0 0 0 81 00 0 175 0 150 216 751 0 0 0 177 0 0 52 8:30 AM 0 0 0 0 63 20 0 194 0 149 225 773 0 0 0 187 0 0 53 8:45 AM 0 0 0 0 57 00 0 162 0 134 214 711 0 0 0 085 0 0 59 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 0 0 0 234 0 4090 813 315 505 1,100 0 3,3760 0 0 0 Mediums 0 0 0 7 0 70 4 8 3 12 0 410 0 0 0
Total 0 817 323 508 1,112 0 0 0 0 241 0 416 3,4170 0 0 0 Attachment 15

Page 123 of 557 ends

SR 85 SB RAMPS SR 85 SB RAMPSFREMONT AVEFREMONT AVE
(303) 216-2439
www.alltrafficdata.net
Location: 26 SR 85 SB RAMPS & FREMONT AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:45 PM - 06:00 PM
473 0
1,043
1,209
0550
1,024
781

0.95 N
S
EW

0.90 0.90

0.00 0.95
()(895)
(1,984)
(2,340)
(1,545)
(2,147)
()(1,141)
109
0 364
0 672
371
179
845
0 0
0 00
0 0
0 FREMONT AVE

FREMONT AVE
SR 85 SB RAMPS
SR 85 SB RAMPS
1 0
1 0
N
S
EW
00 10
1 0
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 0 0 0 76 00 0 202 0 100 152 656 0 0 0 02,48683 0 0 43 4:15 PM 0 0 0 0 72 10 0 196 0 76 146 606 0 0 0 12,47577 0 0 38 4:30 PM 0 0 0 0 60 00 0 222 0 68 159 604 0 0 1 02,49773 0 0 22 4:45 PM 0 0 0 0 81 00 0 222 0 65 175 620 0 0 1 02,49048 0 0 29 5:00 PM 0 0 0 0 96 00 0 219 0 90 159 645 0 0 0 02,54045 0 0 36 5:15 PM 0 0 0 0 82 00 0 213 0 90 164 628 0 0 0 158 0 0 21 5:30 PM 0 0 0 0 91 00 0 187 0 92 158 597 0 0 0 043 0 0 26 5:45 PM 0 0 0 0 95 00 0 226 0 99 191 670 0 0 0 033 0 0 26 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 1 0 0 0 0 10 0 0 0
Lights 0 0 0 363 0 1050 838 178 367 669 0 2,5200 0 0 0
Mediums 0 0 0 1 0 40 6 1 4 3 0 190 0 0 0
Total 0 845 179 371 672 0 0 0 0 364 0 109 2,5400 0 0 0
Attachment 15

Page 124 of 557 ends

SR 85 NB RAMPS SR 85 NB RAMPSFREMONT AVEFREMONT AVE
(303) 216-2439
www.alltrafficdata.net
Location: 27 SR 85 NB RAMPS & FREMONT AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
0 1,105
2,101
924
4910
1,063
1,626

0.95 N
S
EW

0.00 0.95

0.95 0.86
(1,889)()
(3,602)
(1,554)
(2,951)
(1,757)
(1,035)()
0 0
0 740
1,361
0 0
698
365
0 0
0265
0 226
0 FREMONT AVE

FREMONT AVE
SR 85 NB RAMPS
SR 85 NB RAMPS
2 0
0 0
N
S
EW
00 00
2 0
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 72 0 0 0 00 73 48 0 0 180 543 0 0 0 02,9390 109 61 0 7:15 AM 0 99 0 0 0 00 66 80 0 0 218 624 0 0 2 13,3610 108 53 0 7:30 AM 0 99 0 0 0 00 88 128 0 0 298 815 0 0 0 03,5880 145 57 0 7:45 AM 0 90 0 0 0 00 89 156 0 0 388 957 0 0 0 03,6550 167 67 0 8:00 AM 0 65 0 0 0 00 93 217 0 0 333 965 0 0 0 03,4550 194 63 0 8:15 AM 0 54 0 0 0 00 89 163 0 0 319 851 0 0 0 10 177 49 0 8:30 AM 0 56 0 0 0 00 94 162 0 0 321 882 0 0 0 10 202 47 0 8:45 AM 0 54 0 0 0 01 56 154 0 0 304 757 0 0 0 00 139 49 0 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 1 0 0 00 0 0 0 1 1 30 0 0 0
Lights 265 0 222 0 0 0363 696 0 0 1,345 738 3,6290 0 0 0 Mediums 0 0 3 0 0 02 2 0 0 15 1 230 0 0 0
Total 365 698 0 0 1,361 740 265 0 226 0 0 0 3,6550 0 0 0 Attachment 15

Page 125 of 557 ends

SR 85 NB RAMPS SR 85 NB RAMPSFREMONT AVEFREMONT AVE
(303) 216-2439
www.alltrafficdata.net
Location: 27 SR 85 NB RAMPS & FREMONT AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:45 PM - 06:00 PM
0 404
1,129
1,635
7900
1,204
1,084

0.94 N
S
EW

0.00 0.95

0.98 0.89
(807)()
(2,092)
(3,154)
(2,024)
(2,310)
(1,583)()
0 0
0 269
860
0 0
1,069
134
0 1
0223
1 566
0 FREMONT AVE

FREMONT AVE
SR 85 NB RAMPS
SR 85 NB RAMPS
2 0
0 0
N
S
EW
00 00
2 0
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 56 0 0 0 00 41 233 0 0 194 728 0 0 0 02,8620 59 145 0 4:15 PM 0 58 0 0 0 00 52 213 0 0 162 692 0 0 0 12,9430 64 143 0 4:30 PM 0 55 0 0 0 01 39 233 0 0 172 703 0 0 0 03,0150 70 133 0 4:45 PM 0 55 0 0 0 00 23 271 0 0 187 739 0 0 0 03,0350 55 148 0 5:00 PM 0 45 0 0 0 00 44 294 0 0 211 809 0 0 0 03,1230 77 138 0 5:15 PM 0 47 0 0 0 00 37 242 0 0 223 764 0 0 0 20 74 141 0 5:30 PM 0 47 1 0 0 00 27 246 0 0 201 723 0 0 0 00 58 143 0 5:45 PM 0 84 0 0 0 01 26 287 0 0 225 827 0 0 0 00 60 144 0 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 1 0 0 0 0 10 0 0 0
Lights 221 1 564 0 0 0130 1,063 0 0 855 268 3,1031 0 0 0 Mediums 2 0 2 0 0 04 5 0 0 5 1 190 0 0 0
Total 134 1,069 0 0 860 269 223 1 566 0 0 0 3,1231 0 0 0 Attachment 15

Page 126 of 557 ends

MAXINE AVE SR 85 SB RAMPSHOMESTEAD RDHOMESTEAD RD
(303) 216-2439
www.alltrafficdata.net
Location: 53 MAXINE AVE & HOMESTEAD RD AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:30 AM - 08:30 AM
Peak 15-Minutes: 07:45 AM - 08:00 AM
288 0
824
855
3515
691
968

0.92 N
S
EW

0.91 0.89

0.67 0.90
()(484)
(1,360)
(1,370)
(1,618)
(1,116)
(55)(27)
152
0 134
0 813
11 2
689
0 0
0 23
0 32
0 HOMESTEAD RD

HOMESTEAD RD

MAXINE AVE
SR 85 SB RAMPS
114
0 17
33 N
S
EW
00 152
21 93
6 27
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 0 0 0 8 00 0 42 0 0 69 133 0 0 0 11,3330 0 3 11 7:15 AM 1 0 0 0 22 00 0 83 0 0 123 246 0 0 7 21,6741 0 3 13 7:30 AM 0 0 0 0 65 00 0 173 0 1 195 456 1 0 9 71,8380 0 8 14 7:45 AM 0 1 0 0 32 00 0 191 0 3 229 498 24 0 0 551,7872 0 4 36 8:00 AM 0 0 0 0 16 00 0 181 0 3 206 474 3 0 1 231,6820 0 9 59 8:15 AM 0 2 0 0 21 20 0 144 0 4 183 410 2 0 5 40 0 11 43 8:30 AM 0 0 0 0 25 00 0 158 0 2 166 405 0 0 1 22 0 7 45 8:45 AM 0 3 0 0 25 10 0 136 0 2 174 393 0 0 3 13 0 3 46 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 1 0 00 1 0 0 0 0 20 0 0 0
Lights 3 0 32 130 2 1420 679 2 11 799 0 1,8000 0 0 0
Mediums 0 0 0 3 0 100 9 0 0 14 0 360 0 0 0
Total 0 689 2 11 813 0 3 0 32 134 2 152 1,8380 0 0 0
Attachment 15

Page 127 of 557 ends

MAXINE AVE SR 85 SB RAMPSHOMESTEAD RDHOMESTEAD RD
(303) 216-2439
www.alltrafficdata.net
Location: 53 MAXINE AVE & HOMESTEAD RD PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 04:45 PM - 05:45 PM
Peak 15-Minutes: 04:45 PM - 05:00 PM
351 0
423
1,069
2437
793
485

0.95 N
S
EW

0.90 0.87

0.75 0.96
()(574)
(833)
(2,022)
(944)
(1,584)
(42)(67)
72 0
264
0 409
14 8
785
0 0
0 154
0 20
0 HOMESTEAD RD

HOMESTEAD RD

MAXINE AVE
SR 85 SB RAMPS
6 0
7 0
N
S
EW
00 43
5 1
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 0 0 0 22 10 0 192 0 3 118 353 4 0 4 121,4584 0 1 12 4:15 PM 0 1 0 0 26 40 0 208 0 2 91 346 0 0 3 21,4781 0 1 12 4:30 PM 0 0 0 0 32 00 0 215 0 3 75 342 1 0 3 41,5202 0 5 10 4:45 PM 0 1 0 0 59 20 0 220 0 5 108 417 0 0 1 51,5911 0 3 18 5:00 PM 0 0 0 0 54 40 0 199 0 1 95 373 0 0 0 01,5752 0 5 13 5:15 PM 0 1 0 0 74 60 0 185 0 4 87 388 0 0 5 12 0 6 23
5:30 PM 0 2 0 0 77 30 0 181 0 4 119 413 0 0 1 03 0 6 18 5:45 PM 0 4 0 0 78 40 0 167 0 4 114 401 0 0 0 22 0 6 22 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 4 0 20 263 15 720 781 8 14 408 0 1,5850 0 0 0
Mediums 0 0 0 1 0 00 4 0 0 1 0 60 0 0 0
Total 0 785 8 14 409 0 4 0 20 264 15 72 1,5910 0 0 0
Attachment 15

Page 128 of 557 ends

SR 85 NB RAMPS BERNARDO AVEHOMESTEAD RDHOMESTEAD RD
(303) 216-2439
www.alltrafficdata.net
Location: 54 SR 85 NB RAMPS & HOMESTEAD RD AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:30 AM - 08:30 AM
Peak 15-Minutes: 07:45 AM - 08:00 AM
158 305
1,082
606
0327
821
823

0.86 N
S
EW

0.74 0.81

0.00 0.88
(429)(214)
(1,797)
(1,007)
(1,394)
(1,366)
()(547)
64 0
87 181
758
143
177
519
124
0 1
70 0
0 0

HOMESTEAD RD

HOMESTEAD RD
SR 85 NB RAMPS

BERNARDO AVE
8 2
24 0
N
S
EW
20 186
2 6
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 0 0 0 2 00 1 31 0 22 93 172 0 0 0 01,67716 4 0 3 7:15 AM 0 0 0 0 10 10 10 105 0 34 120 323 0 0 8 02,01223 14 0 6 7:30 AM 0 0 0 0 41 21 19 188 0 52 201 582 0 2 12 12,06126 41 0 11 7:45 AM 0 0 0 0 18 40 70 115 0 39 218 600 0 0 4 11,89643 78 0 15 8:00 AM 0 0 0 0 26 10 24 117 0 29 178 507 0 0 1 61,70050 57 0 25 8:15 AM 0 0 0 0 2 00 11 99 0 23 161 372 0 0 5 058 5 0 13 8:30 AM 0 0 0 0 3 00 25 124 0 31 163 417 0 0 1 242 16 0 13 8:45 AM 0 0 0 0 1 11 20 125 0 28 156 404 0 0 2 122 34 0 16 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 01 2 0 0 0 0 30 0 0 0
Lights 0 0 0 83 7 62121 509 176 143 744 177 2,0231 0 0 0 Mediums 0 0 0 4 0 22 8 1 0 14 4 350 0 0 0
Total 124 519 177 143 758 181 0 0 0 87 7 64 2,0611 0 0 0 Attachment 15

Page 129 of 557 ends

SR 85 NB RAMPS BERNARDO AVEHOMESTEAD RDHOMESTEAD RD
(303) 216-2439
www.alltrafficdata.net
Location: 54 SR 85 NB RAMPS & HOMESTEAD RD PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 04:45 PM - 05:45 PM
Peak 15-Minutes: 05:30 PM - 05:45 PM
95 60
461
1,018
0124
1,057
411

0.95 N
S
EW

0.63 0.84

0.00 0.97
(131)(214)
(889)
(1,908)
(808)
(2,008)
()(264)
44 0
51 21
366
74 50
967
39 0
1 00
0 0
0 HOMESTEAD RD

HOMESTEAD RD
SR 85 NB RAMPS

BERNARDO AVE
5 0
7 0
N
S
EW
00 43
3 2
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 0 0 0 16 41 14 168 0 18 93 378 0 0 7 01,50224 15 0 25 4:15 PM 0 0 0 0 12 00 6 213 0 14 70 347 0 0 2 11,51920 3 0 9 4:30 PM 0 0 0 0 14 10 9 224 0 18 81 382 0 0 3 21,57117 7 0 11 4:45 PM 0 0 0 0 10 00 13 248 0 15 84 395 0 0 0 11,61312 1 0 12 5:00 PM 0 0 0 0 17 01 7 242 0 13 79 395 0 0 1 01,60918 9 0 9 5:15 PM 0 0 0 0 15 00 8 233 0 25 92 399 0 0 4 111 3 0 12 5:30 PM 0 0 0 0 9 00 11 244 0 21 111 424 0 0 2 09 8 0 11 5:45 PM 0 0 0 0 13 00 14 230 0 13 93 391 0 0 0 011 3 0 14 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 0 0 0 51 0 4439 959 49 74 365 21 1,6031 0 0 0
Mediums 0 0 0 0 0 00 8 1 0 1 0 100 0 0 0
Total 39 967 50 74 366 21 0 0 0 51 0 44 1,6131 0 0 0
Attachment 15

Page 130 of 557 ends

HOLLENBECK AVE HOLLENBECK AVEFREMONT AVEFREMONT AVE
(303) 216-2439
www.alltrafficdata.net
Location: 52 HOLLENBECK AVE & FREMONT AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:30 AM - 08:30 AM
Peak 15-Minutes: 07:45 AM - 08:00 AM
473 582
1,122
624
673504
563
1,121

0.94 N
S
EW

0.93 0.90

0.91 0.85
(1,029)(783)
(1,974)
(1,126)
(2,029)
(960)
(1,244)(777)
129
0 104
159
805
158
106
362
83 0
12 240175
340
158
0 FREMONT AVE

FREMONT AVE

HOLLENBECK AVE

HOLLENBECK AVE
4 1
0 0
N
S
EW
10 00
3 1
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 32 19 0 9 221 7 47 0 9 116 322 0 2 6 12,2214 21 20 15 7:15 AM 0 37 43 0 22 580 11 53 0 11 133 465 0 0 1 12,6056 45 21 25 7:30 AM 0 36 74 0 15 797 15 70 0 36 198 681 0 0 0 02,83128 59 31 33 7:45 AM 0 42 88 0 33 591 22 89 0 51 210 753 0 0 0 02,80329 52 51 26 8:00 AM 0 54 73 0 30 501 23 118 0 33 195 706 0 0 0 12,74027 29 38 35 8:15 AM 0 43 105 0 26 523 23 85 0 38 202 691 0 1 0 122 19 38 35 8:30 AM 0 60 90 0 20 362 15 100 0 28 199 653 0 2 1 314 23 43 23 8:45 AM 0 40 115 0 21 320 15 95 0 26 198 690 0 0 0 027 43 51 27 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 1 0 0 4 0 50 0 0 0
Lights 175 335 155 104 235 12983 358 106 156 792 156 2,79612 0 0 0 Mediums 0 5 3 0 5 00 3 0 2 9 3 300 0 0 0
Total 83 362 106 158 805 159 175 340 158 104 240 129 2,83112 0 0 0 Attachment 15

Page 131 of 557 ends

HOLLENBECK AVE HOLLENBECK AVEFREMONT AVEFREMONT AVE
(303) 216-2439
www.alltrafficdata.net
Location: 52 HOLLENBECK AVE & FREMONT AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:45 PM - 06:00 PM
675 569
895
1,307
531814
1,309
720

0.95 N
S
EW

0.83 0.91

0.85 0.96
(989)(1,103)
(1,528)
(2,434)
(1,327)
(2,516)
(1,004)(1,401)
114
0 143
171
483
213
183
956
160
28 10
418113
238
180
0 FREMONT AVE

FREMONT AVE

HOLLENBECK AVE

HOLLENBECK AVE
6 7
0 3
N
S
EW
16 00
2 4
2 1
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 17 71 0 13 633 42 214 0 27 92 674 1 0 1 12,74146 19 43 24 4:15 PM 0 15 60 0 25 550 28 194 4 36 109 657 0 0 0 02,87246 17 47 21 4:30 PM 0 20 48 0 16 672 23 221 1 28 109 649 2 0 0 03,05947 16 34 17 4:45 PM 0 25 52 0 18 902 33 256 0 32 132 761 1 0 0 03,27650 11 41 19 5:00 PM 0 37 65 0 23 1222 43 225 2 57 91 805 0 0 0 33,41041 23 54 20 5:15 PM 0 30 61 0 28 921 33 267 13 52 121 844 1 7 0 145 50 37 14 5:30 PM 0 27 56 0 42 981 39 241 5 53 129 866 1 0 0 043 53 47 32 5:45 PM 0 19 56 0 50 1066 45 223 8 51 142 895 0 0 0 054 45 42 48 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 1 0 0 0 0 10 0 0 0
Lights 113 236 180 143 415 114158 953 180 213 481 169 3,39310 28 0 0 Mediums 0 2 0 0 3 02 2 3 0 2 2 160 0 0 0
Total 160 956 183 213 483 171 113 238 180 143 418 114 3,41010 28 0 0 Attachment 15

Page 132 of 557 ends

HOLLENBECK AVE HOLLENBECK AVEHOMESTEAD RDHOMESTEAD RD
(303) 216-2439
www.alltrafficdata.net
Location: 56 HOLLENBECK AVE & HOMESTEAD RD AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:30 AM - 08:30 AM
Peak 15-Minutes: 07:45 AM - 08:00 AM
610 652
1,105
925
926704
766
1,126

0.97 N
S
EW

0.92 0.95

0.90 0.83
(1,192)(987)
(1,938)
(1,443)
(2,028)
(1,196)
(1,771)(1,229)
148
0 180
171
691
243
179
488
99 0
0 282287
382
257
0 HOMESTEAD RD

HOMESTEAD RD

HOLLENBECK AVE

HOLLENBECK AVE
13 45
83 16
N
S
EW
342
875
13 0
13 3
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 33 29 0 20 320 1 33 0 27 98 347 0 5 2 32,55220 23 23 8 7:15 AM 0 47 47 0 21 290 15 46 0 30 158 498 5 13 10 83,07119 22 30 34 7:30 AM 0 64 87 0 40 400 37 115 0 36 195 829 8 31 65 123,40729 56 48 82 7:45 AM 0 65 83 0 65 660 28 130 0 60 188 878 4 3 5 03,40350 43 65 35 8:00 AM 0 76 85 0 43 950 23 148 0 69 145 866 0 9 10 03,34059 32 72 19 8:15 AM 0 82 127 0 32 810 11 95 0 78 163 834 1 2 3 041 40 72 12 8:30 AM 0 112 145 0 32 680 13 92 0 68 137 825 3 8 3 151 31 64 12 8:45 AM 0 108 157 0 32 770 13 75 0 52 143 815 3 0 4 152 44 50 12 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 284 377 253 179 279 14599 478 173 234 675 168 3,3440 0 0 0 Mediums 3 5 4 1 3 30 10 6 9 16 3 630 0 0 0
Total 99 488 179 243 691 171 287 382 257 180 282 148 3,4070 0 0 0 Attachment 15

Page 133 of 557 ends

HOLLENBECK AVE HOLLENBECK AVEHOMESTEAD RDHOMESTEAD RD
(303) 216-2439
www.alltrafficdata.net
Location: 56 HOLLENBECK AVE & HOMESTEAD RD PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:30 PM - 05:45 PM
839 537
805
1,362
8601,221
1,382
766

0.99 N
S
EW

0.96 0.89

0.94 0.97
(1,043)(1,487)
(1,510)
(2,563)
(1,340)
(2,584)
(1,526)(2,161)
67 0
219
155
445
205
463
864
55 0
0 553254
327
279
0 HOMESTEAD RD

HOMESTEAD RD

HOLLENBECK AVE

HOLLENBECK AVE
26 22
16 15
N
S
EW
157
511
16 10
1 14
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 42 53 0 42 1050 35 190 0 52 79 781 56 33 33 293,22162 40 64 17 4:15 PM 0 41 84 0 43 890 16 195 0 38 83 790 11 10 9 113,40682 49 55 15 4:30 PM 0 44 53 0 47 790 16 200 0 61 91 778 4 9 12 133,58787 35 51 14 4:45 PM 0 55 75 0 58 1280 14 207 0 59 82 872 9 4 18 53,78998 36 49 11 5:00 PM 0 63 82 0 52 1440 17 234 0 43 109 966 1 7 1 113,886107 32 62 21 5:15 PM 0 50 81 0 61 1400 13 209 0 53 108 971 6 3 9 6133 36 70 17 5:30 PM 0 68 93 0 51 1370 16 219 0 51 109 980 2 2 2 2112 38 68 18 5:45 PM 0 73 71 0 55 1320 9 202 0 58 119 969 4 7 1 7111 49 79 11 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 253 325 277 219 549 6754 855 462 202 445 155 3,8630 0 0 0 Mediums 1 2 2 0 4 01 9 1 3 0 0 230 0 0 0
Total 55 864 463 205 445 155 254 327 279 219 553 67 3,8860 0 0 0 Attachment 15

Page 134 of 557 ends

MATHILDA AVE MATHILDA AVEALMANOR AVEALMANOR AVE
(303) 216-2439
www.alltrafficdata.net
Location: 12 MATHILDA AVE & ALMANOR AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 07:45 AM - 08:45 AM
Peak 15-Minutes: 08:30 AM - 08:45 AM
1,498 2,898
375
99 2,5801,265
111
302

0.94 N
S
EW

0.91 0.81

0.94 0.88
(4,892)(2,846)
(689)
(175)
(562)
(176)
(4,307)(2,389)
223
36 59
286
39 50
16 12
83 0
0 1,18040
2,493
28 19

ALMANOR AVE

MATHILDA AVE

MATHILDA AVE
1 4
11 0
N
S
EW
22 38
1 0
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 3 1 290 3 11 2320 8 0 0 11 2 688 0 1 8 03,4551 68 4 54 7:15 AM 3 4 346 4 12 2400 13 2 0 13 6 757 0 3 4 03,8371 57 9 47 7:30 AM 3 3 451 7 12 2540 12 1 0 10 7 875 0 5 3 14,2273 60 6 46 7:45 AM 3 4 602 9 18 3110 14 4 0 13 11 1,135 0 0 2 04,5645 92 7 42 8:00 AM 5 8 582 10 16 2790 20 2 0 12 7 1,070 0 3 6 04,5633 69 6 51 8:15 AM 5 13 655 11 15 2850 26 2 0 8 11 1,147 0 0 3 04 51 4 57 8:30 AM 6 15 654 6 10 3050 23 4 0 17 10 1,212 0 1 0 04 74 11 73 8:45 AM 2 10 584 17 11 3280 18 0 0 14 10 1,134 0 0 4 06 56 8 70 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 9 0 1 7 02 0 0 0 0 0 190 0 0 0
Lights 40 2,459 28 55 1,148 22176 12 16 49 39 284 4,4820 0 19 36 Mediums 0 25 0 3 25 25 0 0 1 0 2 630 0 0 0
Total 83 12 16 50 39 286 40 2,493 28 59 1,180 223 4,5640 0 19 36 Attachment 15

Page 135 of 557 ends

MATHILDA AVE MATHILDA AVEALMANOR AVEALMANOR AVE
(303) 216-2439
www.alltrafficdata.net
Location: 12 MATHILDA AVE & ALMANOR AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 04:45 PM - 05:45 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
2,418 1,747
116
370
1,4032,173
525
172

0.93 N
S
EW

0.91 0.84

0.96 0.87
(3,243)(4,716)
(248)
(641)
(325)
(896)
(2,590)(4,241)
155
38 149
83 6
27 59
118
348
0 0
2,07611
1,278
103
11 ALMANOR AVE

ALMANOR AVE

MATHILDA AVE

MATHILDA AVE
0 2
10 0
N
S
EW
20 82
0 0
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 6 0 276 6 28 3920 79 11 0 7 2 869 0 2 6 04,06414 29 7 12 4:15 PM 9 2 284 13 32 5330 44 9 0 10 3 1,013 0 1 2 04,39811 27 13 23 4:30 PM 3 0 253 6 37 5800 72 19 0 4 1 1,050 0 2 5 04,42613 24 16 22 4:45 PM 6 3 313 8 24 5710 87 22 0 11 1 1,132 0 1 3 04,46225 16 20 25 5:00 PM 4 2 339 9 41 6310 70 17 0 4 2 1,203 0 0 1 04,38615 20 19 30 5:15 PM 1 4 317 8 34 4250 102 40 0 9 1 1,041 0 1 1 09 16 30 45 5:30 PM 0 2 309 13 50 4490 89 39 0 3 2 1,086 0 0 5 010 31 34 55 5:45 PM 5 3 288 13 56 4620 66 21 0 7 2 1,056 0 2 1 012 16 22 83 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 11 1,250 103 149 2,054 152343 117 59 27 6 82 4,4020 0 11 38 Mediums 0 28 0 0 22 35 1 0 0 0 1 600 0 0 0
Total 348 118 59 27 6 83 11 1,278 103 149 2,076 155 4,4620 0 11 38 Attachment 15

Page 136 of 557 ends

MATHILDA AVE MATHILDA AVESAN ALESO AVEDWY
(303) 216-2439
www.alltrafficdata.net
Location: 13 MATHILDA AVE & SAN ALESO AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:30 AM - 08:45 AM
1,287 2,706
27 42
2,7031,268
4 5

0.97 N
S
EW

0.91 0.87

0.96 0.75
(4,404)(2,390)
(68)
(92)
(10)
(13)
(4,407)(2,372)
3 34
11 15
1 11
1 1
2 0
0 1,2391
2,655
30 17
DWY

SAN ALESO AVE

MATHILDA AVE

MATHILDA AVE
4 8
2 15
N
S
EW
44 02
4 0
8 7
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 2 0 272 5 1 2280 3 0 0 2 0 534 2 2 1 02,8570 5 15 1 7:15 AM 2 0 361 6 2 2580 2 0 0 11 0 652 2 4 0 03,3030 2 7 1 7:30 AM 1 0 415 9 2 2580 1 0 0 10 0 711 1 4 0 03,6170 2 10 3 7:45 AM 2 0 605 7 1 3210 0 0 0 6 0 960 6 1 1 13,9443 3 12 0 8:00 AM 8 0 638 7 6 2980 0 0 0 5 0 980 0 2 0 04,0210 6 11 1 8:15 AM 1 1 654 11 1 2870 0 0 0 1 0 966 6 3 0 11 2 7 0
8:30 AM 3 0 701 8 3 3080 1 1 0 3 1 1,038 3 2 0 20 4 3 2 8:45 AM 5 0 662 8 1 3460 1 0 0 2 0 1,037 6 1 2 10 3 9 0 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 7 0 0 7 00 0 0 0 0 0 140 0 0 0
Lights 1 2,621 30 11 1,199 32 1 1 11 1 15 3,9470 0 17 34 Mediums 0 27 0 0 33 00 0 0 0 0 0 600 0 0 0
Total 2 1 1 11 1 15 1 2,655 30 11 1,239 3 4,0210 0 17 34 Attachment 15

Page 137 of 557 ends

MATHILDA AVE MATHILDA AVESAN ALESO AVEDWY
(303) 216-2439
www.alltrafficdata.net
Location: 13 MATHILDA AVE & SAN ALESO AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 04:45 PM - 05:45 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
2,231 1,450
41 122
1,4692,184
26 11

0.92 N
S
EW

0.92 0.87

0.92 0.58
(2,663)(4,296)
(84)
(196)
(17)
(54)
(2,633)(4,191)
9 49
27 16
0 25
2 5
19 0
0 2,1462
1,366
90 11
DWY

SAN ALESO AVE

MATHILDA AVE

MATHILDA AVE
4 6
1 7
N
S
EW
42 10
1 3
4 3
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 1 0 279 3 2 4220 4 1 0 6 0 727 0 2 0 13,4120 3 6 0 4:15 PM 4 0 276 14 4 5240 4 0 0 2 0 846 3 3 1 13,7080 6 12 0 4:30 PM 1 1 264 17 8 5720 3 0 0 4 1 885 2 4 1 13,7351 8 5 0 4:45 PM 1 1 314 11 4 5860 4 2 0 6 0 954 4 1 1 23,7670 6 18 1 5:00 PM 4 0 337 13 6 6280 3 1 0 8 0 1,023 0 0 0 03,6551 2 19 1 5:15 PM 4 1 341 11 5 4580 7 1 0 5 0 873 3 4 0 21 5 28 6 5:30 PM 2 0 374 14 12 4740 5 1 0 6 0 917 0 1 0 00 3 25 1 5:45 PM 3 0 291 23 13 4590 9 2 0 4 0 842 0 4 0 14 9 21 4 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 2 1,345 90 26 2,128 918 5 2 25 0 15 3,7250 0 11 49 Mediums 0 21 0 1 18 01 0 0 0 0 1 420 0 0 0
Total 19 5 2 25 0 16 2 1,366 90 27 2,146 9 3,7670 0 11 49 Attachment 15

Page 138 of 557 ends

MATHILDA AVE MATHILDA AVEMAUDE AVEMAUDE AVE
(303) 216-2439
www.alltrafficdata.net
Location: 14 MATHILDA AVE & MAUDE AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:45 AM - 09:00 AM
1,068 2,802
917
235
3,097920
223
1,348

0.96 N
S
EW

0.92 0.88

0.96 0.88
(4,680)(2,079)
(1,614)
(478)
(2,190)
(378)
(5,087)(1,810)
286
15 117
273
493
151
67 72
84 0
0 650569
2,430
46 52

MAUDE AVE

MATHILDA AVE

MATHILDA AVE
59 34
28 16
N
S
EW
2113
127
59 0
4 12
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 5 44 268 2 28 1400 14 9 0 42 56 720 0 0 2 23,85311 51 11 39 7:15 AM 6 70 341 3 28 1590 8 15 0 37 74 862 1 6 2 54,4403 49 16 53 7:30 AM 13 80 403 1 44 1690 8 17 0 30 102 1,032 5 2 3 34,83513 70 17 65 7:45 AM 9 122 572 4 29 1900 18 16 0 40 80 1,239 3 10 2 15,15923 66 13 57 8:00 AM 9 150 629 0 28 1560 21 15 0 33 102 1,307 2 5 6 35,30515 76 15 58 8:15 AM 7 128 597 4 22 1470 21 17 0 25 116 1,257 2 7 6 717 67 10 79 8:30 AM 18 137 597 8 33 1870 18 25 0 43 126 1,356 7 16 4 922 67 12 63 8:45 AM 18 154 607 3 34 1600 24 15 0 50 149 1,385 4 6 6 413 63 9 86 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 5 1 2 4 01 0 0 0 0 1 140 0 0 0
Lights 558 2,402 43 106 621 28481 71 63 145 486 267 5,1940 0 52 15 Mediums 11 23 2 9 25 22 1 4 6 7 5 970 0 0 0
Total 84 72 67 151 493 273 569 2,430 46 117 650 286 5,3050 0 52 15 Attachment 15

Page 139 of 557 ends

MATHILDA AVE MATHILDA AVEINDIO WAYINDIO WAY
(303) 216-2439
www.alltrafficdata.net
Location: 15 MATHILDA AVE & INDIO WAY AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
941 2,882
778
134
2,4211,172
192
144

0.97 N
S
EW

0.93 0.93

0.97 0.85
(4,753)(1,792)
(1,197)
(186)
(224)
(475)
(4,011)(2,312)
76 21
2 622
17 139
174
0 18
0 0
84251
2,221
132
17 INDIO WAY

INDIO WAY

MATHILDA AVE

MATHILDA AVE
11 44
2 7
N
S
EW
1727
02 6 5
0 7
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 6 4 213 3 2 1640 2 0 0 9 0 548 0 1 3 13,14361 58 13 13 7:15 AM 4 4 295 3 0 2050 2 1 0 13 0 694 3 0 1 03,70858 83 12 14 7:30 AM 7 3 454 8 0 1910 2 1 0 9 0 865 2 0 0 14,08681 92 3 14 7:45 AM 10 10 532 6 0 2110 4 0 0 40 1 1,036 6 1 0 34,29571 114 20 17 8:00 AM 0 8 550 4 1 2330 5 0 0 36 1 1,113 1 9 0 04,33260 173 27 15 8:15 AM 9 10 537 5 1 2080 6 0 0 38 5 1,072 0 17 0 139 167 30 17 8:30 AM 2 14 573 5 0 1980 3 0 0 27 3 1,074 2 8 1 639 154 35 21 8:45 AM 6 19 561 7 0 2030 4 0 0 38 8 1,073 4 10 1 336 128 40 23 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 6 1 0 3 00 0 0 1 0 0 110 0 0 0
Lights 51 2,198 120 1 797 7316 0 170 137 17 616 4,2340 0 17 21 Mediums 0 17 11 1 42 32 0 4 1 0 6 870 0 0 0
Total 18 0 174 139 17 622 51 2,221 132 2 842 76 4,3320 0 17 21 Attachment 15

Page 140 of 557 ends

MATHILDA AVE MATHILDA AVEINDIO WAYINDIO WAY
(303) 216-2439
www.alltrafficdata.net
Location: 15 MATHILDA AVE & INDIO WAY PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 04:30 PM - 05:30 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
2,770 1,067
140
121
1,0613,118
413
78 0.98
N
S
EW

0.91 0.85

0.92 0.90
(2,117)(4,974)
(285)
(243)
(157)
(817)
(2,098)(5,657)
61 32
14 72
0 68
375
1 37
0 0
2,66317
926
106
12 INDIO WAY

INDIO WAY

MATHILDA AVE

MATHILDA AVE
18 28
6 14
N
S
EW
1018
60 11 7
12 2
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 5 214 9 2 5700 10 0 0 7 0 909 6 2 1 64,01433 21 22 16 4:15 PM 5 3 201 9 2 5600 3 0 0 13 1 901 2 2 1 64,22455 9 25 15 4:30 PM 3 6 213 5 4 7010 6 0 0 17 0 1,086 2 3 1 34,38470 17 31 13 4:45 PM 4 5 227 10 4 7310 9 0 0 8 0 1,118 2 11 2 44,34574 12 21 13 5:00 PM 0 4 236 10 2 6670 12 0 0 19 0 1,119 6 4 2 14,16099 21 28 21 5:15 PM 5 2 250 7 4 5640 10 1 0 24 0 1,061 2 3 1 3132 22 26 14 5:30 PM 6 6 261 8 4 5140 17 0 0 30 0 1,047 2 13 1 1131 23 29 18 5:45 PM 1 2 229 7 8 4490 9 2 0 21 0 933 5 7 5 1144 20 28 13 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 17 910 102 14 2,637 5937 1 373 67 0 71 4,3320 0 12 32 Mediums 0 16 4 0 26 20 0 2 1 0 1 520 0 0 0
Total 37 1 375 68 0 72 17 926 106 14 2,663 61 4,3840 0 12 32 Attachment 15

Page 141 of 557 ends

MATHILDA AVE MATHILDA AVECALIFORNIA AVECALIFORNIA AVE
(303) 216-2439
www.alltrafficdata.net
Location: 16 MATHILDA AVE & CALIFORNIA AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:45 AM - 09:00 AM
1,076 2,658
396
353
2,8211,006
195
471

0.93 N
S
EW

0.87 0.83

0.93 0.67
(4,355)(2,170)
(665)
(583)
(778)
(308)
(4,555)(1,982)
222
21 28
185
132
79 122
21 52
0 0
805117
2,400
304
0 CALIFORNIA AVE

CALIFORNIA AVE

MATHILDA AVE

MATHILDA AVE
10 42
14 20
N
S
EW
1725
410
7 3
3 17
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 9 216 0 10 1710 9 1 0 14 8 540 2 5 0 13,2109 24 33 36 7:15 AM 0 13 291 5 6 2140 8 5 0 12 9 690 4 4 3 23,77313 38 32 44 7:30 AM 0 18 466 6 10 2040 8 6 0 19 20 893 4 5 0 24,19214 32 40 50 7:45 AM 0 29 520 3 18 2620 18 2 0 24 16 1,087 10 3 0 34,37020 53 67 55 8:00 AM 0 15 569 9 6 2350 16 9 0 26 33 1,103 1 11 1 34,48825 48 67 45 8:15 AM 0 35 625 4 9 1830 7 4 0 17 26 1,109 4 13 5 124 46 73 56 8:30 AM 0 21 579 2 7 2040 11 3 0 10 27 1,071 1 5 2 423 44 82 58 8:45 AM 0 46 627 6 6 1830 18 5 0 26 46 1,205 14 12 6 250 47 82 63 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 1 3 0 1 5 00 0 0 0 0 2 120 0 0 0
Lights 109 2,372 300 26 757 21650 21 112 75 131 177 4,3650 0 0 19 Mediums 7 25 4 1 43 62 0 10 4 1 6 1110 0 0 2
Total 52 21 122 79 132 185 117 2,400 304 28 805 222 4,4880 0 0 21 Attachment 15

Page 142 of 557 ends

MATHILDA AVE MATHILDA AVECALIFORNIA AVECALIFORNIA AVE
(303) 216-2439
www.alltrafficdata.net
Location: 16 MATHILDA AVE & CALIFORNIA AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 04:45 PM - 05:45 PM
Peak 15-Minutes: 05:15 PM - 05:30 PM
3,044 1,134
215
601
1,2002,880
619
463

0.96 N
S
EW

0.98 0.71

0.96 0.89
(2,162)(5,600)
(393)
(1,047)
(874)
(1,013)
(2,297)(5,220)
341
16 196
101
44 70
315
149
155
0 0
2,49178
862
256
4 CALIFORNIA AVE

CALIFORNIA AVE

MATHILDA AVE

MATHILDA AVE
12 33
22 19
N
S
EW
2013
193
4 8
17 2
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 0 15 197 4 26 3650 24 15 0 10 11 850 0 5 0 24,23634 26 47 76 4:15 PM 0 15 176 6 39 4771 31 17 0 13 8 969 0 1 1 14,64849 24 43 70 4:30 PM 0 15 214 5 32 6330 34 16 0 6 9 1,172 1 0 1 04,99849 23 54 82 4:45 PM 2 13 215 5 54 6240 44 26 0 9 7 1,245 11 9 2 35,07865 17 58 106 5:00 PM 1 17 210 3 56 6260 31 37 0 14 8 1,262 4 5 7 35,06776 23 64 96 5:15 PM 0 21 229 6 43 6690 39 50 0 21 10 1,319 2 5 3 185 25 61 60 5:30 PM 1 27 208 2 43 5720 41 36 0 26 19 1,252 0 14 8 389 36 73 79 5:45 PM 1 27 219 4 53 6130 16 30 0 12 11 1,234 1 7 10 178 25 74 71 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 1 10 0 0 0 0 0 20 0 0 0
Lights 74 842 253 193 2,481 339151 148 310 70 43 96 5,0190 0 4 15 Mediums 4 20 3 3 9 14 1 5 0 1 5 570 0 0 1
Total 155 149 315 70 44 101 78 862 256 196 2,491 341 5,0780 0 4 16 Attachment 15

Page 143 of 557 ends

MATHILDA AVE MATHILDA AVEWASHINGTON AVEWASHINGTON AVE
(303) 216-2439
www.alltrafficdata.net
Location: 17 MATHILDA AVE & WASHINGTON AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
927 3,032
247
221
2,711683
285
234

0.92 N
S
EW

0.83 0.89

0.92 0.99
(4,860)(1,774)
(438)
(378)
(384)
(441)
(4,335)(1,366)
143
47 125
139
74 34
34 46
205
0 0
61217
2,641
50 3

WASHINGTON AVE

MATHILDA AVE

MATHILDA AVE
3 9
4 4
N
S
EW
45 40
1 2
3 1
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 1 2 225 4 11 1310 19 3 0 10 4 460 0 2 0 42,8181 23 13 13 7:15 AM 0 1 300 12 30 1880 23 8 0 7 4 642 0 2 0 33,4889 29 10 21 7:30 AM 0 2 463 10 21 1310 31 8 0 10 11 746 0 3 1 03,8692 27 5 25 7:45 AM 0 7 578 10 24 1710 35 7 0 12 15 970 1 2 0 94,04010 39 17 45 8:00 AM 1 7 666 15 35 1870 53 6 0 6 27 1,130 0 3 0 04,17013 41 11 62 8:15 AM 1 4 677 11 25 1210 47 14 0 15 18 1,023 2 0 0 18 39 15 28 8:30 AM 1 2 579 7 27 1400 60 7 0 5 18 917 2 1 2 25 29 10 27 8:45 AM 0 4 719 14 38 1640 45 19 0 8 11 1,100 0 4 1 08 30 14 26 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 4 0 1 0 10 0 1 0 0 0 70 0 0 0
Lights 17 2,610 47 110 592 138203 44 30 33 74 134 4,0810 0 3 46 Mediums 0 27 3 14 20 42 2 3 1 0 5 820 0 0 1
Total 205 46 34 34 74 139 17 2,641 50 125 612 143 4,1700 0 3 47 Attachment 15

Page 144 of 557 ends

MATHILDA AVE MATHILDA AVEWASHINGTON AVEWASHINGTON AVE
(303) 216-2439
www.alltrafficdata.net
Location: 17 MATHILDA AVE & WASHINGTON AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 05:00 PM - 06:00 PM
Peak 15-Minutes: 05:15 PM - 05:30 PM
2,793 1,205
336
547
9912,405
378
341

0.97 N
S
EW

0.96 0.87

0.92 0.76
(2,249)(5,100)
(610)
(871)
(563)
(565)
(1,912)(4,504)
227
8 304
176
81 79
62 167
149
0 0
2,25433
872
76 10

WASHINGTON AVE

MATHILDA AVE

MATHILDA AVE
24 18
10 9
N
S
EW
126
37 13 11
7 2
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 2 8 202 1 32 3880 17 19 0 24 17 797 0 3 2 23,6894 41 14 28 4:15 PM 0 10 169 5 44 5020 13 12 0 15 14 867 0 3 0 23,9999 24 11 39 4:30 PM 0 8 242 0 50 5520 21 16 0 20 19 1,009 0 2 4 74,2867 31 17 26 4:45 PM 2 12 205 3 65 5420 30 25 0 18 11 1,016 1 5 6 04,39614 40 19 30 5:00 PM 2 6 201 2 64 6170 40 26 0 22 22 1,107 3 4 2 104,4985 42 10 48 5:15 PM 3 8 237 3 70 5850 25 43 0 20 19 1,154 0 2 4 613 39 23 66 5:30 PM 3 8 218 2 84 5100 49 52 0 23 28 1,119 2 8 3 723 46 26 47 5:45 PM 2 11 216 1 86 5420 35 46 0 14 12 1,118 3 4 1 121 49 17 66 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 33 854 74 300 2,246 226146 163 62 78 81 175 4,4550 0 9 8 Mediums 0 18 2 4 8 13 4 0 1 0 1 430 0 1 0
Total 149 167 62 79 81 176 33 872 76 304 2,254 227 4,4980 0 10 8 Attachment 15

Page 145 of 557 ends

MATHILDA AVE MATHILDA AVEMCKINLEY AVEMCKINLEY AVE
(303) 216-2439
www.alltrafficdata.net
Location: 18 MATHILDA AVE & MCKINLEY AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
695 2,799
98 155
2,790652
98 75

0.92 N
S
EW

0.89 0.91

0.94 0.70
(4,419)(1,369)
(138)
(191)
(123)
(135)
(4,395)(1,304)
50 7
36 73
0 25
18 18
62 0
0 60225
2,657
101
7 MCKINLEY AVE

MCKINLEY AVE

MATHILDA AVE

MATHILDA AVE
2 12
6 0
N
S
EW
102
51 0 2
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 1 1 235 1 1 1350 5 1 0 0 0 401 0 1 0 02,3562 9 5 5 7:15 AM 0 0 282 0 1 1980 4 0 0 1 0 507 0 5 1 12,9534 8 5 4 7:30 AM 2 4 454 1 2 1340 2 0 0 1 0 633 0 1 0 13,3615 12 9 7 7:45 AM 1 8 588 1 1 1640 10 1 0 1 0 815 3 3 5 33,5243 8 10 19 8:00 AM 2 13 689 2 10 1680 19 11 0 5 0 998 0 4 1 13,6815 22 24 28 8:15 AM 0 6 668 3 8 1390 22 2 0 7 0 915 0 2 2 03 20 31 6 8:30 AM 1 2 595 1 5 1360 8 2 0 6 0 796 0 4 2 04 14 14 8 8:45 AM 4 4 705 1 13 1590 13 3 0 7 0 972 0 2 1 16 17 32 8 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 4 0 0 1 00 0 0 0 0 0 50 0 0 0
Lights 24 2,633 99 31 574 5062 18 18 18 0 59 3,5980 0 7 5 Mediums 1 20 2 5 27 00 0 0 7 0 14 780 0 0 2
Total 62 18 18 25 0 73 25 2,657 101 36 602 50 3,6810 0 7 7 Attachment 15

Page 146 of 557 ends

MATHILDA AVE MATHILDA AVEMCKINLEY AVEMCKINLEY AVE
(303) 216-2439
www.alltrafficdata.net
Location: 18 MATHILDA AVE & MCKINLEY AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 04:45 PM - 05:45 PM
Peak 15-Minutes: 05:00 PM - 05:15 PM
2,350 970
160
141
8772,378
167
65 0.98
N
S
EW

0.93 0.89

0.92 0.79
(1,839)(4,396)
(311)
(256)
(109)
(281)
(1,682)(4,466)
38 15
46 82
1 76
49 49
69 1
0 2,25126
804
45 2

MCKINLEY AVE

MATHILDA AVE

MATHILDA AVE
9 14
5 7
N
S
EW
59 41
5 4
6 1
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 1 6 187 5 13 4000 6 4 0 18 0 689 2 3 2 03,20713 24 10 2 4:15 PM 0 6 164 3 13 5320 7 1 0 14 0 788 1 1 2 23,4277 16 18 7 4:30 PM 1 8 199 3 11 5530 16 4 0 25 0 867 1 1 1 03,51314 21 6 6 4:45 PM 0 6 193 1 12 5590 14 10 1 16 0 863 4 0 1 33,55412 21 11 7 5:00 PM 0 10 185 6 5 6080 10 0 0 18 1 909 0 5 1 23,46312 28 15 11 5:15 PM 2 5 204 6 15 5350 23 17 0 19 0 874 3 2 1 314 17 8 9 5:30 PM 0 5 222 2 14 5490 22 22 0 23 0 908 0 7 2 111 16 11 11 5:45 PM 0 3 187 2 10 4800 13 16 0 17 0 772 0 6 2 113 16 9 6 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 1 00 0 0 0 0 0 10 0 0 0
Lights 26 788 45 46 2,237 3768 49 49 73 1 72 3,5060 1 2 12 Mediums 0 16 0 0 13 11 0 0 3 0 10 470 0 0 3
Total 69 49 49 76 1 82 26 804 45 46 2,251 38 3,5540 1 2 15 Attachment 15

Page 147 of 557 ends

MATHILDA AVE MATHILDA AVEIOWA AVEIOWA AVE
(303) 216-2439
www.alltrafficdata.net
Location: 19 MATHILDA AVE & IOWA AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:45 AM - 09:00 AM
644 2,731
111
98 2,641621
127
73 0.95
N
S
EW

0.84 0.75

0.94 0.88
(4,344)(1,286)
(157)
(139)
(122)
(192)
(4,228)(1,258)
32 2
26 62
25 19
18 38
71 5
0 58416
2,596
29 0

IOWA AVE

MATHILDA AVE

MATHILDA AVE
3 0
4 0
N
S
EW
00 40
0 3
0 0
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 1 235 0 7 1290 5 1 0 1 0 391 0 0 0 02,3403 2 3 4 7:15 AM 0 2 286 0 0 2010 4 2 0 0 3 508 0 1 1 02,8735 1 2 2 7:30 AM 0 4 453 1 1 1380 3 4 0 0 0 623 0 0 0 03,2237 9 1 2 7:45 AM 1 10 583 0 4 1440 17 10 0 4 12 818 3 0 2 13,4154 14 6 9 8:00 AM 0 2 670 0 3 1660 21 10 1 3 5 924 0 0 0 23,5237 13 9 14 8:15 AM 0 3 647 0 8 1380 19 7 1 4 5 858 0 0 2 05 14 3 4 8:30 AM 0 6 592 0 6 1340 17 13 0 6 7 815 0 0 2 03 15 10 6 8:45 AM 0 5 687 2 9 1460 14 8 3 6 8 926 0 0 0 13 20 7 8 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 4 0 0 0 00 0 0 0 0 0 40 0 0 0
Lights 16 2,571 29 25 568 2770 35 18 19 25 61 3,4700 4 0 2 Mediums 0 21 0 1 16 51 3 0 0 0 1 490 1 0 0
Total 71 38 18 19 25 62 16 2,596 29 26 584 32 3,5230 5 0 2 Attachment 15

Page 148 of 557 ends

MATHILDA AVE MATHILDA AVEIOWA AVEIOWA AVE
(303) 216-2439
www.alltrafficdata.net
Location: 19 MATHILDA AVE & IOWA AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 04:45 PM - 05:45 PM
Peak 15-Minutes: 05:30 PM - 05:45 PM
2,363 873
173
174
8272,347
155
124

0.97 N
S
EW

0.92 0.86

0.90 0.85
(1,680)(4,323)
(330)
(345)
(207)
(304)
(1,625)(4,350)
50 6
73 49
56 66
43 69
43 2
0 2,23418
775
30 4

IOWA AVE

MATHILDA AVE

MATHILDA AVE
4 1
15 6
N
S
EW
01 78
1 3
3 3
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 4 2 181 0 10 4230 19 14 0 15 14 708 2 0 4 23,0977 5 11 3 4:15 PM 3 10 163 1 13 4960 8 8 1 19 11 759 0 0 2 13,2976 7 11 2 4:30 PM 4 4 189 0 10 4900 13 19 1 17 9 794 1 0 0 13,4025 14 13 6 4:45 PM 2 3 184 3 21 5360 9 9 0 18 13 836 2 0 4 03,51811 10 4 13 5:00 PM 0 2 178 0 17 6190 13 15 0 15 13 908 2 0 4 13,4853 13 11 9 5:15 PM 1 6 198 1 16 5320 10 22 0 12 16 864 2 1 4 120 12 6 12 5:30 PM 1 7 215 2 19 5470 11 23 2 21 14 910 0 0 2 19 14 9 16 5:45 PM 4 5 182 0 17 4800 7 30 1 17 8 803 2 0 2 413 18 12 9 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 18 763 30 73 2,218 5041 69 43 66 56 48 3,4870 2 4 6 Mediums 0 12 0 0 16 02 0 0 0 0 1 310 0 0 0
Total 43 69 43 66 56 49 18 775 30 73 2,234 50 3,5180 2 4 6 Attachment 15

Page 149 of 557 ends

MATHILDA AVE MATHILDA AVEOLIVE AVEOLIVE AVE
(303) 216-2439
www.alltrafficdata.net
Location: 20 MATHILDA AVE & OLIVE AVE AM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 08:00 AM - 09:00 AM
Peak 15-Minutes: 08:00 AM - 08:15 AM
578 2,659
178
67 2,578541
144
211

0.95 N
S
EW

0.84 0.93

0.95 0.95
(4,238)(1,200)
(285)
(108)
(357)
(223)
(4,129)(1,134)
62 12
11 61
98 19
26 32
86 0
0 49351
2,500
24 3

OLIVE AVE

MATHILDA AVE

MATHILDA AVE
8 16
4 4
N
S
EW
133
13 4 4
1 3
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 7:00 AM 0 5 231 1 2 1130 4 3 0 2 4 380 0 1 0 02,3594 3 1 7 7:15 AM 4 2 280 0 4 1840 8 1 0 4 8 515 2 2 1 02,8933 5 4 8 7:30 AM 0 13 425 1 2 1210 12 4 0 9 12 634 0 1 0 03,2716 12 2 15 7:45 AM 1 11 569 0 1 1330 15 14 0 4 31 830 0 3 0 33,4505 13 3 30 8:00 AM 0 21 651 1 4 1380 19 5 0 5 32 914 0 3 2 03,4787 5 6 20 8:15 AM 0 12 648 2 2 1340 22 12 0 3 19 893 3 5 1 03 20 5 11 8:30 AM 2 9 594 4 2 930 22 9 0 6 24 813 1 5 0 47 17 8 16 8:45 AM 1 9 607 5 3 1280 23 6 0 5 23 858 0 3 1 49 19 5 15 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 4 0 0 0 00 0 0 0 0 0 40 0 0 0
Lights 51 2,479 24 11 469 5982 31 25 18 98 61 3,4230 0 3 12 Mediums 0 17 0 0 24 34 1 1 1 0 0 510 0 0 0
Total 86 32 26 19 98 61 51 2,500 24 11 493 62 3,4780 0 3 12 Attachment 15

Page 150 of 557 ends

MATHILDA AVE MATHILDA AVEOLIVE AVEOLIVE AVE
(303) 216-2439
www.alltrafficdata.net
Location: 20 MATHILDA AVE & OLIVE AVE PM
Tuesday, November 14, 2017Date and Start Time:

Peak Rolling Hour Flow Rates
Peak Hour - All Vehicles
Traffic Counts
Note: Total study counts contained in parentheses.

Peak Hour - Pedestrians/Bicycles in Crosswalk
Peak Hour: 04:45 PM - 05:45 PM
Peak 15-Minutes: 05:30 PM - 05:45 PM
2,373 834
142
196
7852,361
284
193

0.96 N
S
EW

0.96 0.87

0.90 0.86
(1,645)(4,471)
(284)
(342)
(388)
(535)
(1,524)(4,439)
98 15
47 38
71 33
106
109
69 0
0 2,21324
712
40 9

OLIVE AVE

MATHILDA AVE

MATHILDA AVE
15 22
4 3
N
S
EW
913
31 9 6
2 1
Left Thru Right Total
EastboundInterval
Start Time
Rolling
Hour West East South North
Pedestrain Crossings
U-Turn
Westbound Northbound Southbound
Left Thru RightU-Turn Left Thru RightU-Turn Left Thru RightU-Turn 4:00 PM 2 6 162 5 10 4160 26 13 0 9 21 734 1 3 0 23,24223 14 7 20 4:15 PM 1 8 178 12 8 5260 13 12 0 7 12 834 2 6 2 33,42617 11 8 21 4:30 PM 6 14 153 13 15 4740 20 21 0 6 17 811 2 1 2 13,45931 11 8 22 4:45 PM 3 8 182 4 6 5500 11 13 0 7 13 863 1 4 1 33,58424 10 11 21 5:00 PM 2 7 157 3 14 5830 15 30 0 12 20 918 1 3 1 33,57235 10 10 20 5:15 PM 2 2 171 3 12 5150 24 34 0 8 19 867 0 9 2 332 8 11 26 5:30 PM 2 7 202 5 15 5650 19 32 0 6 19 936 1 6 0 515 10 8 31 5:45 PM 3 13 157 1 7 5230 23 24 0 6 16 851 0 4 3 128 12 13 25 Vehicle Type Left Thru Right
Eastbound
U-Turn
Westbound Northbound Southbound
TotalLeft Thru RightU-Turn Left Thru RightU-TurnLeft Thru RightU-Turn Articulated Trucks 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0
Lights 24 700 40 47 2,206 9768 108 105 33 70 38 3,5590 0 9 14 Mediums 0 12 0 0 7 11 1 1 0 1 0 250 0 0 1
Total 69 109 106 33 71 38 24 712 40 47 2,213 98 3,5840 0 9 15 Attachment 15

Page 151 of 557 ends

Sunnyvale City CouncilJune 28, 2022

Sunnyvale City Council
June 28, 2022