Los Altos City Council
September 20, 2022

Volume to Capacity (v/c): 0.534
Level Of Service: D
Delay (sec / veh): 50.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 45: El Camino Real @ Del Medio Ave.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 15.00 25.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 75.00 240.00 100.00 100.00 120.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Del Medio Av. El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2140
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 0 1 3 45 0 140 61 1122 96 142 1990 2 Total 15-Minute Volume [veh/h] 0 0 1 11 0 35 15 281 24 36 498 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 1 3 45 0 140 61 1122 96 142 1990 2 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 47 0 24 60 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 1 3 45 0 140 61 1075 96 118 1930 2 Name Driveway Del Medio Av. El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2141
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes Yes Yes Yes Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.1 0.0 0.0 2.1 0.0 2.5 2.6 0.0 2.5 2.6 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 32 0 0 18 0 0 12 0
Walk [s] 0 0 0 0 5 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 19 0 0 42 0 24 60 0 29 65 0
All red [s] 0.0 0.5 0.0 0.0 0.5 0.0 0.5 0.5 0.0 0.5 0.5 0.0 Amber [s] 0.0 3.6 0.0 0.0 3.6 0.0 4.0 4.1 0.0 4.0 4.1 0.0 Maximum Green [s] 0 12 0 0 5 0 20 30 0 20 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 3 0 0 4 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 105.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2142
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 6.93 61.67 204.24 102.82 462.09 477.52 230.25 822.41 900.33 95th-Percentile Queue Length [veh/ln] 0.28 2.47 8.17 4.11 18.48 19.10 9.21 32.90 36.01 50th-Percentile Queue Length [ft/ln] 3.85 34.26 115.95 57.12 316.26 328.82 134.98 618.49 685.62 50th-Percentile Queue Length [veh/ln] 0.15 1.37 4.64 2.28 12.65 13.15 5.40 24.74 27.42 Critical Lane Group Yes No Yes Yes No No No No Yes
Lane Group LOS E D D E D D E D E
d, Delay for Lane Group [s/veh] 61.26 43.42 48.31 61.54 40.77 42.87 62.81 52.51 59.44 X, volume / capacity 0.02 0.10 0.35 0.26 0.62 0.62 0.49 0.91 0.91 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.27 0.44 2.38 2.76 2.17 4.25 5.76 10.24 17.17 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 60.99 42.97 45.93 58.78 38.61 38.62 57.05 42.27 42.27 c, Capacity [veh/h] 164 450 402 232 1315 663 291 1434 753 s, saturation flow rate [veh/h] 1651 1781 1589 1781 3560 1796 1781 3560 1869 (v / s)_i Volume / Saturation Flow Rate 0.00 0.03 0.09 0.03 0.23 0.23 0.08 0.37 0.37 g / C, Green / Cycle 0.10 0.25 0.25 0.13 0.37 0.37 0.16 0.40 0.40 g_i, Effective Green Time [s] 15 38 38 20 55 55 25 60 60 l2, Clearance Lost Time [s] 2.10 2.10 2.10 2.50 2.60 2.60 2.50 2.60 2.60 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.10 4.10 4.10 4.50 4.60 4.60 4.50 4.60 4.60 C, Cycle Length [s] 150 150 150 150 150 150 150 150 150 Lane Group C L C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2143
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 61.26 61.26 61.26 43.42 48.31 48.31 61.54 41.36 42.87 62.81 54.89 59.44 Movement LOS E E E D D D E D D E D E
d_A, Approach Delay [s/veh] 61.26 47.12 42.43 55.42
Approach LOS E D D E
d_I, Intersection Delay [s/veh] 50.39
Intersection LOS D
Intersection V/C 0.534
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 64.40 64.40 0.00 66.27
I_p,int, Pedestrian LOS Score for Intersection 1.756 2.079 0.000 3.092 Crosswalk LOS A B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 199 505 739 805 d_b, Bicycle Delay [s] 60.84 41.89 29.83 26.76
I_b,int, Bicycle LOS Score for Intersection 1.566 1.865 2.263 2.733 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2144
Agenda Item # 10.

Volume to Capacity (v/c): 0.544
Level Of Service: E
Delay (sec / veh): 55.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 51: El Camino Real @ Showers Dr.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 15.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 190.00 100.00 100.00 165.00 100.00 100.00 360.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Showers Drive El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2145
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 51 27 82 201 30 119 88 1033 152 237 1612 122 Total 15-Minute Volume [veh/h] 13 7 21 50 8 30 22 258 38 59 403 31 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 51 27 82 201 30 119 88 1033 152 237 1612 122 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 33 0 0 54 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 51 27 82 201 30 119 88 1000 152 237 1558 122 Name Driveway Showers Drive El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2146
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes No Yes No Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.2 0.0 0.0 2.1 0.0 2.2 2.4 0.0 1.7 2.4 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 32 0 0 24 0 0 24 0
Walk [s] 0 0 0 0 5 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 25 0 0 42 0 21 48 0 35 60 0
All red [s] 0.0 0.5 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.7 0.0 0.0 4.1 0.0 3.7 4.4 0.0 3.7 4.4 0.0 Maximum Green [s] 0 23 0 0 19 0 16 30 0 26 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lag - -
Auxiliary Signal Groups
Signal Group 0 3 0 0 4 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 63.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2147
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 133.58 144.15 163.76 165.53 172.97 158.46 512.58 527.99 348.06 715.56 764.54 95th-Percentile Queue Length [veh/ln] 5.34 5.77 6.55 6.62 6.92 6.34 20.50 21.12 13.92 28.62 30.58 50th-Percentile Queue Length [ft/ln] 74.21 80.08 90.98 91.96 96.09 88.04 357.53 370.22 225.05 527.27 568.95 50th-Percentile Queue Length [veh/ln] 2.97 3.20 3.64 3.68 3.84 3.52 14.30 14.81 9.00 21.09 22.76 Critical Lane Group No Yes No No Yes Yes No No No No Yes Lane Group LOS E E D D D E D E E D E
d, Delay for Lane Group [s/veh] 61.34 63.43 46.14 46.12 47.15 69.15 54.03 59.23 62.30 51.94 58.82 X, volume / capacity 0.31 0.37 0.26 0.25 0.30 0.44 0.77 0.77 0.64 0.87 0.87 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.20 4.76 1.37 1.35 1.88 6.93 5.46 10.65 8.12 8.07 14.87 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 58.15 58.67 44.78 44.77 45.28 62.21 48.57 48.59 54.18 43.86 43.95 c, Capacity [veh/h] 251 220 450 456 402 199 1035 509 372 1320 669 s, saturation flow rate [veh/h] 1811 1589 1781 1803 1589 1781 3560 1750 1781 3560 1804 (v / s)_i Volume / Saturation Flow Rate 0.04 0.05 0.06 0.06 0.07 0.05 0.22 0.22 0.13 0.32 0.32 g / C, Green / Cycle 0.14 0.14 0.25 0.25 0.25 0.11 0.29 0.29 0.21 0.37 0.37 g_i, Effective Green Time [s] 21 21 38 38 38 17 44 44 31 56 56 l2, Clearance Lost Time [s] 2.20 2.20 2.10 2.10 2.10 2.20 2.40 2.40 1.70 2.40 2.40 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.20 4.20 4.10 4.10 4.10 4.20 4.40 4.40 3.70 4.40 4.40 C, Cycle Length [s] 150 150 150 150 150 150 150 150 150 150 150 Lane Group C R L C R L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2148
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 61.34 61.34 63.43 46.13 46.12 47.15 69.15 55.23 59.23 62.30 53.91 58.82 Movement LOS E E E D D D E E E E D E
d_A, Approach Delay [s/veh] 62.41 46.48 56.67 55.23
Approach LOS E D E E
d_I, Intersection Delay [s/veh] 55.21
Intersection LOS E
Intersection V/C 0.544
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 64.40 64.40 0.00 66.27
I_p,int, Pedestrian LOS Score for Intersection 2.030 2.342 0.000 3.135 Crosswalk LOS B B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 277 505 581 741 d_b, Bicycle Delay [s] 55.64 41.89 37.74 29.70
I_b,int, Bicycle LOS Score for Intersection 1.824 2.137 2.260 2.644 Bicycle LOS A B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2149
Agenda Item # 10.

Volume to Capacity (v/c): 0.426
Level Of Service: D
Delay (sec / veh): 40.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 113: El Camino Real @ Ortega Ave
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 125.00 100.00 100.00 200.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Ortega Ave El Camino Real El Camino Real
Intersection Setup
Version 2021 (SP 0-4)
Generated with
2150
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 3 4 4 91 0 38 13 1279 117 45 1663 0 Total 15-Minute Volume [veh/h] 1 1 1 23 0 10 3 320 29 11 416 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 3 4 4 91 0 38 13 1279 117 45 1663 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 20 0 0 0 31 6 0 55 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 3 4 4 71 0 38 13 1248 111 45 1608 0 Name Driveway Ortega Ave El Camino Real El Camino Real
Volumes
Version 2021 (SP 0-4)
Generated with
2151
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes No Yes No Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 28 0 0 17 0 0 17 0
Walk [s] 0 0 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 45 0 0 45 0 39 64 0 41 66 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 4 0 0 8 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 83.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2152
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 14.17 182.50 17.72 509.96 526.13 61.31 607.79 652.70 95th-Percentile Queue Length [veh/ln] 0.57 7.30 0.71 20.40 21.05 2.45 24.31 26.11 50th-Percentile Queue Length [ft/ln] 7.87 101.39 9.84 355.38 368.68 34.06 436.48 474.15 50th-Percentile Queue Length [veh/ln] 0.31 4.06 0.39 14.22 14.75 1.36 17.46 18.97 Critical Lane Group No Yes Yes No No No Yes No
Lane Group LOS D D D D D D D D
d, Delay for Lane Group [s/veh] 39.94 44.67 44.55 38.86 41.11 44.13 40.61 43.52 X, volume / capacity 0.02 0.29 0.03 0.65 0.65 0.10 0.74 0.74 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.09 1.64 0.14 2.33 4.58 0.47 3.40 6.32 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 39.85 43.03 44.41 36.53 36.53 43.67 37.21 37.21 c, Capacity [veh/h] 481 445 416 1424 716 439 1472 773
s, saturation flow rate [veh/h] 1648 1479 1781 3560 1791 1781 3560 1870 (v / s)_i Volume / Saturation Flow Rate 0.01 0.09 0.01 0.26 0.26 0.03 0.31 0.31 g / C, Green / Cycle 0.27 0.27 0.23 0.40 0.40 0.25 0.41 0.41 g_i, Effective Green Time [s] 41 41 35 60 60 37 62 62
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 150 150 150 150 150 150 150 150
Lane Group C C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2153
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 39.94 39.94 39.94 44.67 44.67 44.67 44.55 39.48 41.11 44.13 41.61 43.52 Movement LOS D D D D D D D D D D D D
d_A, Approach Delay [s/veh] 39.94 44.67 39.66 41.68
Approach LOS D D D D
d_I, Intersection Delay [s/veh] 40.92
Intersection LOS D
Intersection V/C 0.426
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 41.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 64.40 64.40 39.60 64.40
I_p,int, Pedestrian LOS Score for Intersection 1.751 1.883 3.243 3.115 Crosswalk LOS A A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 547 547 800 827 d_b, Bicycle Delay [s] 39.60 39.60 27.00 25.81
I_b,int, Bicycle LOS Score for Intersection 1.578 1.772 2.335 2.499 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2154
Agenda Item # 10.

Volume to Capacity (v/c): 0.055
Level Of Service: A
Delay (sec / veh): 9.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 115: Distel Drive @ Distel Circle
Intersection Level Of Service Report
Crosswalk Yes Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northeastbound Southwestbound Southeastbound
Name Distel Dr. Distel Dr. Distel Circle
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 2 91 67 9 45 32
Total 15-Minute Volume [veh/h] 1 23 17 2 11 8
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 2 91 67 9 45 32
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 1 6 4 6 1 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 1 85 63 3 44 32
Name Distel Dr. Distel Dr. Distel Circle
Volumes
Version 2021 (SP 0-4)
Generated with
2155
Agenda Item # 10.

Intersection LOS A
d_I, Intersection Delay [s/veh] 3.02
Approach LOS A A A
d_A, Approach Delay [s/veh] 0.16 0.00 9.45
95th-Percentile Queue Length [ft/ln] 0.10 0.10 0.00 0.00 7.13 7.13 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.29 0.29 Movement LOS A A A A A A
d_M, Delay for Movement [s/veh] 7.37 0.00 0.00 0.00 9.76 9.02 V/C, Movement V/C Ratio 0.00 0.00 0.00 0.00 0.05 0.03
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2156
Agenda Item # 10.

Volume to Capacity (v/c): 0.007
Level Of Service: B
Delay (sec / veh): 10.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 116: Distel Drive @ Marich Way
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Distel Dr. Distel Dr. Marich Way Marich Way
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 3 1 51 5 42 3 19 41 46 24 3 Total 15-Minute Volume [veh/h] 0 1 0 13 1 11 1 5 10 12 6 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 3 1 51 5 42 3 19 41 46 24 3 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 2 0 2 0 0 3 4 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 3 1 49 5 40 3 19 38 42 24 3 Name Distel Dr. Distel Dr. Marich Way Marich Way
Volumes
Version 2021 (SP 0-4)
Generated with
2157
Agenda Item # 10.

Intersection LOS B
d_I, Intersection Delay [s/veh] 5.68
Approach LOS A A A A
d_A, Approach Delay [s/veh] 9.81 9.70 0.35 4.67
95th-Percentile Queue Length [ft/ln] 0.40 0.40 0.40 9.56 9.56 9.56 0.14 0.14 0.14 2.30 2.30 2.30 95th-Percentile Queue Length [veh/ln] 0.02 0.02 0.02 0.38 0.38 0.38 0.01 0.01 0.01 0.09 0.09 0.09 Movement LOS B B A B B A A A A A A A
d_M, Delay for Movement [s/veh] 10.02 10.26 8.45 10.17 10.64 9.02 7.27 0.00 0.00 7.40 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.00 0.00 0.07 0.01 0.04 0.00 0.00 0.00 0.03 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2158
Agenda Item # 10.

Volume to Capacity (v/c): 0.518
Level Of Service: F
Delay (sec / veh): 66.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 128: San Antonio @ Jordan
Intersection Level Of Service Report
Crosswalk Yes Yes No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name N San Antonio Rd. N San Antonio Rd. Jordan Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 943 54 20 973 57 13
Total 15-Minute Volume [veh/h] 236 14 5 243 14 3
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 943 54 20 973 57 13
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 17 0 0 4 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 926 54 20 969 57 13
Name N San Antonio Rd. N San Antonio Rd. Jordan Ave
Volumes
Version 2021 (SP 0-4)
Generated with
2159
Agenda Item # 10.

Intersection LOS F
d_I, Intersection Delay [s/veh] 2.21
Approach LOS A A F
d_A, Approach Delay [s/veh] 0.00 0.21 61.96
95th-Percentile Queue Length [ft/ln] 0.00 0.00 2.24 0.00 65.66 65.66 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.09 0.00 2.63 2.63 Movement LOS A A B A F E
d_M, Delay for Movement [s/veh] 0.00 0.00 10.38 0.00 66.74 41.00 V/C, Movement V/C Ratio 0.01 0.00 0.03 0.01 0.52 0.03
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2160
Agenda Item # 10.

Turning Movement Volume: Summary
Report File: \...\Near-Term + Project PM.pdf 3/25/2022
Vistro File: \...\330 Distel Circle Vistro PM.vistro Scenario 4 Near-Term + Project PM 3504
Total
Volume
21 Right
1905
Thru
6 Left
Southeastbound
0 Right
1346
Thru
78 Left
Northwestbound
0 Right
Southwestbound
106
Right
0 Thru
42 Left
Northeastbound
30 El Camino Real @ Distel Dr.

ID Intersection Name
3130
Total
Volume
21 Right
1641
Thru
14 Left
Southeastbound
0 Right
1373
Thru
40 Left
Northwestbound
0 Right
0 Thru
1 Left
Southwestbound
30 Right
0 Thru
10 Left
Northeastbound
29 El Camino Real @ Distel Cir.

ID Intersection Name
3445
Total
Volume
63 Right
1847
Thru
26 Left
Southeastbound
5 Right
1269
Thru
63 Left
Northwestbound
12 Right
3 Thru
5 Left
Southwestbound
89 Right
1 Thru
62 Left
Northeastbound
28 El Camino Real @ Jordan Ave.

ID Intersection Name
5237
Total
Volume
212
Right
1427
Thru
436
Left
Southeastbound
125
Right
818
Thru
360
Left
Northwestbound
162
Right
634
Thru
303
Left
Southwestbound
80 Right
473
Thru
207
Left
Northeastbound
El Camino Real @ San Antonio
Rd. 26
ID Intersection Name
3412
Total
Volume
159
Right
1793
Thru
41 Left
Southeastbound
11 Right
1109
Thru
74 Left
Northwestbound
18 Right
2 Thru
13 Left
Southwestbound
82 Right
5 Thru
105
Left
Northeastbound
El Camino Real @ Cesano Ct. /
Los Altos Ave. 25
ID Intersection Name
2491
Total
Volume
122
Right
0 Thru
213
Left
Westbound
0 Right
0 Thru
8 Left
Eastbound
7 Right
913
Thru
122
Left
Southbound
273
Right
830
Thru
3 Left
Northbound
San Antonio Rd. @ Almond
Ave. 2
ID Intersection Name
2073
Total
Volume
25 Right
7 Thru
30 Left
Westbound
41 Right
18 Thru
43 Left
Eastbound
38 Right
992
Thru
18 Left
Southbound
18 Right
799
Thru
44 Left
Northbound
1 San Antonio Rd. @ Portola Ave.

ID Intersection Name
Version 2021 (SP 0-4)
Generated with
2161
Agenda Item # 10.
2060
Total
Volume
13 Right
57 Left
Westbound
973
Thru
20 Left
Southbound
54 Right
943
Thru
Northbound
128 San Antonio @ Jordan
ID Intersection Name
238
Total
Volume
3 Right
24 Thru
46 Left
Southeastbound
41 Right
19 Thru
3 Left
Northwestbound
42 Right
5 Thru
51 Left
Southwestbound
1 Right
3 Thru
0 Left
Northeastbound
116 Distel Drive @ Marich Way
ID Intersection Name
246
Total
Volume
32 Right
45 Left
Southeastbound
9 Right
67 Thru
Southwestbound
91 Thru
2 Left
Northeastbound
115 Distel Drive @ Distel Circle
ID Intersection Name
3257
Total
Volume
0 Right
1663
Thru
45 Left
Southeastbound
117
Right
1279
Thru
13 Left
Northwestbound
38 Right
0 Thru
91 Left
Southwestbound
4 Right
4 Thru
3 Left
Northeastbound
113 El Camino Real @ Ortega Ave
ID Intersection Name
3754
Total
Volume
122
Right
1612
Thru
237
Left
Southeastbound
152
Right
1033
Thru
88 Left
Northwestbound
119
Right
30 Thru
201
Left
Southwestbound
82 Right
27 Thru
51 Left
Northeastbound
51 El Camino Real @ Showers Dr.

ID Intersection Name
3602
Total
Volume
2 Right
1990
Thru
142
Left
Southeastbound
96 Right
1122
Thru
61 Left
Northwestbound
140
Right
0 Thru
45 Left
Southwestbound
3 Right
1 Thru
0 Left
Northeastbound
El Camino Real @ Del Medio
Ave. 45
ID Intersection Name
4080
Total
Volume
30 Right
1864
Thru
210
Left
Southeastbound
238
Right
1168
Thru
88 Left
Northwestbound
151
Right
14 Thru
276
Left
Southwestbound
15 Right
8 Thru
18 Left
Northeastbound
El Camino Real @ Rengstorff
Ave. 31
ID Intersection Name
Version 2021 (SP 0-4)
Generated with
2162
Agenda Item # 10.

Intersection Analysis Summary
Report File: \...\Cumulative AM.pdf 3/25/2022
Vistro File: \...\330 Distel Circle Vistro AM.vistro Scenario 5 Cumulative AM V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

WB Left 1.862 664.9 F
HCM 6th
Edition 128 San Antonio @ Jordan Two-way stop
SWB Thru 0.011 25.2 D
HCM 6th
Edition 116 Distel Drive @ Marich Way Two-way stop
SEB Left 0.073 15.1 C
HCM 6th
Edition 115 Distel Drive @ Distel Circle Two-way stop
NWB Right 0.614 57.5 E
HCM 6th
Edition Signalized El Camino Real @ OrtegaAve 113
NWB Right 0.549 57.8 E
HCM 6th
Edition Signalized El Camino Real @ ShowersDr. 51
NWB Right 0.444 52.5 D
HCM 6th
Edition Signalized El Camino Real @ Del MedioAve. 45
NWB Right 0.677 65.9 E
HCM 6th
Edition Signalized El Camino Real @ RengstorffAve. 31
SEB Left 0.639 31.3 C
HCM 6th
Edition 30 El Camino Real @ Distel Dr. Signalized
SWB Left 0.130 509.1 F
HCM 6th
Edition 29 El Camino Real @ Distel Cir. Two-way stop
SEB Left 0.578 21.0 C
HCM 6th
Edition Signalized El Camino Real @ JordanAve. 28
NWB Right 0.819 76.4 E
HCM 6th
Edition Signalized El Camino Real @ SanAntonio Rd. 26
SEB Left 0.640 23.4 C
HCM 6th
Edition Signalized El Camino Real @ CesanoCt. / Los Altos Ave. 25 NB Left 0.739 27.2 C
HCM 6th
Edition Signalized San Antonio Rd. @ AlmondAve. 2
SB Left 0.858 32.5 C
HCM 6th
Edition Signalized San Antonio Rd. @ PortolaAve. 1
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS Version 2021 (SP 0-4)
Generated with
2163
Agenda Item # 10.

Volume to Capacity (v/c): 0.858
Level Of Service: C
Delay (sec / veh): 32.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 1: San Antonio Rd. @ Portola Ave.

Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 165.00 100.00 100.00 140.00 100.00 100.00 100.00 100.00 250.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 1 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name N San Antonio Rd. N San Antonio Rd. W Portola Ave.

Intersection Setup
Version 2021 (SP 0-4)
Generated with
2164
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 177 1109 52 14 1004 72 202 90 215 51 57 43 Total 15-Minute Volume [veh/h] 44 277 13 4 251 18 51 23 54 13 14 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 177 1109 52 14 1004 72 202 90 215 51 57 43 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 62 0 0 36 0 0 0 0 0 0 -1 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 150 887 44 12 820 61 171 76 182 43 48 37 Name N San Antonio Rd. N San Antonio Rd. W Portola Ave.

Volumes
Version 2021 (SP 0-4)
Generated with
2165
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 20 0 0 20 0 0 28 0 0 28 0
Walk [s] 0 8 0 0 8 0 0 8 0 0 8 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Split [s] 0 0 0 0 0 0 0 0 0 0 0 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 4.0 0.0 4.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 40 60 0 40 60 0 0 40 0 0 40 0
Minimum Green [s] 5 10 0 5 10 0 0 5 0 0 5 0
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 0 4 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2166
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 203.53 411.26 407.14 19.52 463.88 455.52 288.53 157.12 206.48 95th-Percentile Queue Length [veh/ln] 8.14 16.45 16.29 0.78 18.56 18.22 11.54 6.28 8.26 50th-Percentile Queue Length [ft/ln] 115.43 275.22 271.93 10.84 317.71 310.93 178.87 87.29 117.57 50th-Percentile Queue Length [veh/ln] 4.62 11.01 10.88 0.43 12.71 12.44 7.15 3.49 4.70 Critical Lane Group Yes No No No No Yes No No Yes
Lane Group LOS D C C E D D D C D
d, Delay for Lane Group [s/veh] 50.36 24.73 24.78 60.14 36.66 36.78 35.62 20.84 48.69 X, volume / capacity 0.82 0.73 0.73 0.48 0.89 0.89 0.74 0.34 0.74 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 7.69 1.27 1.30 11.66 4.82 4.93 8.75 0.31 18.21 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.36 0.11 0.42 d1, Uniform Delay [s] 42.67 23.46 23.48 48.47 31.84 31.85 26.86 20.54 30.48 c, Capacity [veh/h] 215 805 792 29 610 596 393 639 204
s, saturation flow rate [veh/h] 1781 1870 1841 1781 1870 1826 826 1589 388 (v / s)_i Volume / Saturation Flow Rate 0.10 0.31 0.31 0.01 0.29 0.29 0.35 0.14 0.39 g / C, Green / Cycle 0.12 0.43 0.43 0.02 0.33 0.33 0.40 0.40 0.40 g_i, Effective Green Time [s] 12 43 43 2 32 32 40 40 40 l2, Clearance Lost Time [s] 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 L, Total Lost Time per Cycle [s] 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 99 99 99 99 99 99 99 99 99
Lane Group L C C L C C C R C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2167
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 50.36 24.75 24.78 60.14 36.71 36.78 35.62 35.62 20.84 48.69 48.69 48.69 Movement LOS D C C E D D D D C D D D
d_A, Approach Delay [s/veh] 28.14 37.02 29.35 48.69
Approach LOS C D C D
d_I, Intersection Delay [s/veh] 32.48
Intersection LOS C
Intersection V/C 0.858
Other Modes
g_Walk,mi, Effective Walk Time [s] 12.0 0.0 12.0 12.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 38.39 0.00 38.39 38.39
I_p,int, Pedestrian LOS Score for Intersection 2.969 0.000 2.164 1.868 Crosswalk LOS C F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1208 1208 805 805 d_b, Bicycle Delay [s] 7.79 7.79 17.72 17.72
I_b,int, Bicycle LOS Score for Intersection 2.663 2.459 2.396 1.809 Bicycle LOS B B B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2168
Agenda Item # 10.

Volume to Capacity (v/c): 0.739
Level Of Service: C
Delay (sec / veh): 27.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 2: San Antonio Rd. @ Almond Ave.

Intersection Level Of Service Report
Crosswalk No Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 15.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 90.00 100.00 100.00 150.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 260.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 0 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name N San Antonio Rd. N San Antonio Rd. Amendra Pl. Almond Avenue Intersection Setup
Version 2021 (SP 0-4)
Generated with
2169
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 1 1043 193 203 1187 10 18 0 4 335 0 230 Total 15-Minute Volume [veh/h] 0 261 48 51 297 3 5 0 1 84 0 58 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 1 1043 193 203 1187 10 18 0 4 335 0 230 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 1 44 3 0 29 10 18 0 4 6 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 847 161 172 981 0 0 0 0 279 0 195 Name N San Antonio Rd. N San Antonio Rd. Amendra Pl. Almond Avenue Volumes
Version 2021 (SP 0-4)
Generated with
2170
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 18 0 0 27 0 0 27 0
Walk [s] 0 0 0 0 8 0 0 8 0 0 8 0
Vehicle Extension [s] 4.0 6.0 0.0 4.0 6.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Split [s] 0 0 0 0 0 0 0 0 0 0 0 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 4.0 0.0 4.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 15 60 0 25 60 0 0 40 0 0 40 0
Minimum Green [s] 0 10 0 5 10 0 0 5 0 0 5 0
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 0 8 0 0 8 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2171
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 7.33 492.43 474.79 240.87 330.37 329.85 26.42 320.62 217.87 95th-Percentile Queue Length [veh/ln] 0.29 19.70 18.99 9.63 13.21 13.19 1.06 12.82 8.71 50th-Percentile Queue Length [ft/ln] 4.07 341.01 326.60 142.86 211.20 210.80 14.68 203.61 125.88 50th-Percentile Queue Length [veh/ln] 0.16 13.64 13.06 5.71 8.45 8.43 0.59 8.14 5.04 Critical Lane Group No No Yes Yes No No No Yes No
Lane Group LOS F C C D B B D D C
d, Delay for Lane Group [s/veh] 533.59 29.62 30.05 54.34 15.12 15.13 39.70 37.93 33.44 X, volume / capacity 0.98 0.76 0.76 0.84 0.55 0.55 0.15 0.69 0.53 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 481.48 5.34 5.72 10.39 1.62 1.63 0.67 2.84 1.40 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.15 0.41 0.41 0.15 0.40 0.40 0.15 0.18 0.15 d1, Uniform Delay [s] 52.12 24.28 24.33 43.94 13.50 13.50 39.03 35.09 32.04 c, Capacity [veh/h] 1 832 788 242 1086 1082 146 487 437 s, saturation flow rate [veh/h] 1781 1870 1770 1781 1870 1864 304 1520 1589 (v / s)_i Volume / Saturation Flow Rate 0.00 0.34 0.34 0.11 0.32 0.32 0.07 0.22 0.14 g / C, Green / Cycle 0.00 0.45 0.45 0.14 0.58 0.58 0.27 0.27 0.27 g_i, Effective Green Time [s] 0 46 46 14 60 60 29 29 29 l2, Clearance Lost Time [s] 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 2.00 0.00 L, Total Lost Time per Cycle [s] 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 104 104 104 104 104 104 104 104 104 Lane Group L C C L C C C C R
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2172
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 533.59 29.79 30.05 54.34 15.13 15.13 39.70 39.70 39.70 37.93 37.93 33.44 Movement LOS F C C D B B D D D D D C
d_A, Approach Delay [s/veh] 30.24 20.81 39.70 36.10
Approach LOS C C D D
d_I, Intersection Delay [s/veh] 27.24
Intersection LOS C
Intersection V/C 0.739
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 12.0 12.0 -5.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 40.77 40.77 57.20
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.944 1.729 2.272 Crosswalk LOS F C A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1152 1152 768 768 d_b, Bicycle Delay [s] 9.36 9.36 19.76 19.76
I_b,int, Bicycle LOS Score for Intersection 2.580 2.715 1.596 2.492 Bicycle LOS B B A B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2173
Agenda Item # 10.

Volume to Capacity (v/c): 0.640
Level Of Service: C
Delay (sec / veh): 23.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 25: El Camino Real @ Cesano Ct. / Los Altos Ave.

Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 25.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 280.00 100.00 100.00 140.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Los Altos Ave. Cesano Ct. El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2174
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 197 5 195 17 11 5 119 1771 8 63 971 143 Total 15-Minute Volume [veh/h] 49 1 49 4 3 1 30 443 2 16 243 36 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 197 5 195 17 11 5 119 1771 8 63 971 143 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 1 0 -1 0 0 0 0 92 0 0 100 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 166 4 166 14 9 4 101 1423 7 53 738 121 Name Los Altos Ave. Cesano Ct. El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2175
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.1 2.1 0.0 2.1 2.1 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 0 10 0
Walk [s] 0 30 0 0 32 0 0 15 0 0 0 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 74 0 0 74 0 61 30 0 46 15 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 4.1 4.1 0.0 4.1 4.1 0.0 Maximum Green [s] 0 26 0 0 23 0 20 40 0 20 40 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 8 0 0 4 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 128.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2176
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 310.17 272.62 62.44 215.07 388.15 411.20 122.50 259.07 260.52 95th-Percentile Queue Length [veh/ln] 12.41 10.90 2.50 8.60 15.53 16.45 4.90 10.36 10.42 50th-Percentile Queue Length [ft/ln] 195.51 166.73 34.69 123.83 256.75 275.17 68.05 156.49 157.59 50th-Percentile Queue Length [veh/ln] 7.82 6.67 1.39 4.95 10.27 11.01 2.72 6.26 6.30 Critical Lane Group No No Yes No No Yes Yes No No
Lane Group LOS E D E E B B F B B
d, Delay for Lane Group [s/veh] 61.36 52.79 57.69 79.64 14.53 15.24 85.38 14.54 14.99 X, volume / capacity 0.76 0.55 0.49 0.83 0.51 0.51 0.78 0.34 0.34 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 4.42 1.31 5.41 11.66 0.79 1.51 14.56 0.43 0.87 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.50 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 56.94 51.47 52.28 67.97 13.74 13.74 70.82 14.11 14.12 c, Capacity [veh/h] 266 356 67 143 2311 1211 81 2187 1075 s, saturation flow rate [veh/h] 977 1589 138 1781 3560 1866 1781 3560 1750 (v / s)_i Volume / Saturation Flow Rate 0.21 0.12 0.24 0.07 0.33 0.33 0.04 0.21 0.21 g / C, Green / Cycle 0.22 0.22 0.22 0.08 0.65 0.65 0.05 0.61 0.61 g_i, Effective Green Time [s] 34 34 34 12 97 97 7 92 92 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.10 2.10 2.10 2.10 2.10 2.10 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.10 4.10 4.10 4.10 4.10 4.10 C, Cycle Length [s] 150 150 150 150 150 150 150 150 150 Lane Group C R C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2177
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 61.36 61.36 52.79 57.69 57.69 57.69 79.64 14.77 15.24 85.38 14.64 14.99 Movement LOS E E D E E E E B B F B B
d_A, Approach Delay [s/veh] 57.15 57.69 18.84 18.47
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 23.42
Intersection LOS C
Intersection V/C 0.640
Other Modes
g_Walk,mi, Effective Walk Time [s] 4.0 19.0 34.0 36.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 71.05 57.20 44.85 43.32
I_p,int, Pedestrian LOS Score for Intersection 2.186 1.779 3.129 3.394 Crosswalk LOS B A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 933 933 345 145 d_b, Bicycle Delay [s] 21.33 21.33 51.33 64.49
I_b,int, Bicycle LOS Score for Intersection 2.215 1.614 2.604 2.207 Bicycle LOS B A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2178
Agenda Item # 10.

Volume to Capacity (v/c): 0.819
Level Of Service: E
Delay (sec / veh): 76.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 26: El Camino Real @ San Antonio Rd.

Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 1 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 160.00 100.00 100.00 420.00 100.00 100.00 100.00 100.00 100.00 520.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 2 0 0 0 0 0 2 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 11.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name N San Antonio Rd. N San Antonio Rd. El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2179
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 211 895 60 232 867 355 312 1450 262 391 768 175 Total 15-Minute Volume [veh/h] 53 224 15 58 217 89 78 363 66 98 192 44 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 211 895 60 232 867 355 312 1450 262 391 768 175 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 1 48 12 17 27 29 4 58 51 38 53 5 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 178 718 41 182 712 276 261 1180 179 299 606 144 Name N San Antonio Rd. N San Antonio Rd. El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2180
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes No Yes No Yes No Yes
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
l2, Clearance Lost Time [s] 2.6 2.6 0.0 2.6 2.6 0.0 2.6 2.6 0.0 3.1 2.6 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 35 0 0 37 0 0 32 0 0 29 0
Walk [s] 0 4 0 0 4 0 0 4 0 0 4 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 27 56 0 27 56 0 30 63 0 34 67 0
All red [s] 0.5 0.5 0.0 0.5 0.5 0.0 0.5 0.5 0.0 1.0 0.5 0.0 Amber [s] 4.1 4.1 0.0 4.1 4.1 0.0 4.1 4.1 0.0 4.1 4.1 0.0 Maximum Green [s] 21 29 0 14 27 0 21 30 0 26 20 0
Minimum Green [s] 5 5 0 5 5 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lag - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 1 6 0 5 2 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 153.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 180
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2181
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 210.01 811.42 798.49 228.32 682.23 578.94 291.87 974.93 1023.94 352.13 434.62 426.56 95th-Percentile Queue Length [veh/ln] 8.40 32.46 31.94 9.13 27.29 23.16 11.67 39.00 40.96 14.09 17.38 17.06 50th-Percentile Queue Length [ft/ln] 120.14 609.05 597.97 133.56 499.05 412.42 181.42 750.32 789.56 228.25 294.02 287.52 50th-Percentile Queue Length [veh/ln] 4.81 24.36 23.92 5.34 19.96 16.50 7.26 30.01 31.58 9.13 11.76 11.50 Critical Lane Group No No Yes Yes No No No No Yes Yes No No Lane Group LOS E F F E E E E F F E D D
d, Delay for Lane Group [s/veh] 77.43 83.16 83.63 78.73 69.75 71.76 79.27 85.71 100.15 78.82 48.36 50.05 X, volume / capacity 0.49 0.90 0.90 0.54 0.85 0.78 0.64 0.99 1.01 0.70 0.52 0.52 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.95 21.24 21.70 4.78 9.02 12.61 6.29 25.09 39.35 7.31 1.55 3.23 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 73.48 61.92 61.94 73.95 60.73 59.15 72.98 60.63 60.80 71.50 46.81 46.82 c, Capacity [veh/h] 430 534 522 430 1017 454 488 1155 561 555 1234 589 s, saturation flow rate [veh/h] 3459 1870 1829 3459 3560 1589 3459 3560 1728 3459 3560 1698 (v / s)_i Volume / Saturation Flow Rate 0.06 0.26 0.26 0.07 0.24 0.22 0.09 0.32 0.33 0.11 0.18 0.18 g / C, Green / Cycle 0.12 0.29 0.29 0.12 0.29 0.29 0.14 0.32 0.32 0.16 0.35 0.35 g_i, Effective Green Time [s] 22 51 51 22 51 51 25 58 58 29 62 62 l2, Clearance Lost Time [s] 2.60 2.60 2.60 2.60 2.60 2.60 2.60 2.60 2.60 3.10 2.60 2.60 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 5.10 4.60 4.60 C, Cycle Length [s] 180 180 180 180 180 180 180 180 180 180 180 180 Lane Group L C C L C R L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2182
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 77.43 83.38 83.63 78.73 69.75 71.76 79.27 88.72 100.15 78.82 48.64 50.05 Movement LOS E F F E E E E F F E D D
d_A, Approach Delay [s/veh] 82.31 71.68 88.74 57.67
Approach LOS F E F E
d_I, Intersection Delay [s/veh] 76.40
Intersection LOS E
Intersection V/C 0.819
Other Modes
g_Walk,mi, Effective Walk Time [s] 8.0 8.0 8.0 8.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 82.18 82.18 82.18 82.18
I_p,int, Pedestrian LOS Score for Intersection 3.038 3.186 3.198 3.236 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 571 571 649 693 d_b, Bicycle Delay [s] 45.94 45.94 41.07 38.42
I_b,int, Bicycle LOS Score for Intersection 2.522 2.759 2.673 2.293 Bicycle LOS B C B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2183
Agenda Item # 10.

Volume to Capacity (v/c): 0.578
Level Of Service: C
Delay (sec / veh): 21.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 28: El Camino Real @ Jordan Ave.

Intersection Level Of Service Report
Crosswalk Yes Yes Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 15.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 235.00 100.00 100.00 130.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Jordan Ave. Driveway El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2184
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 77 15 136 0 7 9 65 2088 49 11 1070 118 Total 15-Minute Volume [veh/h] 19 4 34 0 2 2 16 522 12 3 268 30 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 77 15 136 0 7 9 65 2088 49 11 1070 118 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 6 3 7 0 0 0 1 99 15 0 56 1 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 60 10 109 0 6 8 54 1686 29 9 859 99 Name Jordan Ave. Driveway El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2185
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall Yes Yes No Yes No Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.2 0.0 0.0 2.2 0.0 1.7 2.1 0.0 1.7 2.1 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 31 0 0 31 0 0 17 0 0 17 0
Walk [s] 0 5 0 0 5 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 41 0 0 41 0 19 128 0 11 120 0
All red [s] 0.0 0.5 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.7 0.0 0.0 3.7 0.0 3.7 4.1 0.0 3.7 4.1 0.0 Maximum Green [s] 0 23 0 0 23 0 21 30 0 21 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 8 0 0 8 0 5 2 0 1 6 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 179.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 180
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2186
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 405.99 28.33 145.82 528.13 557.28 26.34 303.59 307.86 95th-Percentile Queue Length [veh/ln] 16.24 1.13 5.83 21.13 22.29 1.05 12.14 12.31 50th-Percentile Queue Length [ft/ln] 271.00 15.74 81.01 370.33 394.42 14.63 190.43 193.73 50th-Percentile Queue Length [veh/ln] 10.84 0.63 3.24 14.81 15.78 0.59 7.62 7.75 Critical Lane Group Yes No No No Yes Yes No No
Lane Group LOS E E F B B F B B
d, Delay for Lane Group [s/veh] 76.30 57.73 86.86 15.43 16.37 87.79 15.09 15.52 X, volume / capacity 0.66 0.04 0.43 0.57 0.58 0.15 0.35 0.35 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 9.72 0.22 8.66 0.98 1.90 4.43 0.41 0.83 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 66.58 57.50 78.20 14.44 14.47 83.36 14.68 14.69 c, Capacity [veh/h] 344 368 151 2451 1272 72 2293 1144
s, saturation flow rate [veh/h] 1549 1701 1781 3560 1848 1781 3560 1777 (v / s)_i Volume / Saturation Flow Rate 0.15 0.01 0.04 0.39 0.40 0.01 0.22 0.22 g / C, Green / Cycle 0.20 0.20 0.09 0.69 0.69 0.04 0.64 0.64 g_i, Effective Green Time [s] 37 37 15 124 124 7 116 116 l2, Clearance Lost Time [s] 2.20 2.20 1.70 2.10 2.10 1.70 2.10 2.10 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.20 4.20 3.70 4.10 4.10 3.70 4.10 4.10 C, Cycle Length [s] 180 180 180 180 180 180 180 180
Lane Group C C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2187
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 76.30 76.30 76.30 57.73 57.73 57.73 86.86 15.73 16.37 87.79 15.20 15.52 Movement LOS E E E E E E F B B F B B
d_A, Approach Delay [s/veh] 76.30 57.73 17.85 15.90
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 21.04
Intersection LOS C
Intersection V/C 0.578
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 79.34 79.34 81.23 0.00
I_p,int, Pedestrian LOS Score for Intersection 1.917 1.770 3.181 0.000 Crosswalk LOS A A C F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 409 409 1377 1288 d_b, Bicycle Delay [s] 56.96 56.96 8.74 11.41
I_b,int, Bicycle LOS Score for Intersection 1.936 1.586 2.771 2.219 Bicycle LOS A A C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2188
Agenda Item # 10.

Volume to Capacity (v/c): 0.130
Level Of Service: F
Delay (sec / veh): 509.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 29: El Camino Real @ Distel Cir.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49.21 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 220.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Distel Cir. Diveway El Camino Real El Camino Real
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 5 0 14 1 0 1 153 2108 2 7 1309 53 Total 15-Minute Volume [veh/h] 1 0 4 0 0 0 38 527 1 2 327 13 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 5 0 14 1 0 1 153 2108 2 7 1309 53 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 121 0 0 78 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 4 0 12 1 0 1 130 1684 2 6 1043 45 Name Distel Cir. Diveway El Camino Real El Camino Real
Volumes
Version 2021 (SP 0-4)
Generated with
2189
Agenda Item # 10.

Intersection LOS F
d_I, Intersection Delay [s/veh] 2.33
Approach LOS F F A A
d_A, Approach Delay [s/veh] 108.12 284.03 2.48 0.20
95th-Percentile Queue Length [ft/ln] 32.44 32.44 32.44 9.50 9.50 9.50 85.05 0.00 0.00 5.02 0.00 0.00 95th-Percentile Queue Length [veh/ln] 1.30 1.30 1.30 0.38 0.38 0.38 3.40 0.00 0.00 0.20 0.00 0.00 Movement LOS F F F F F F E A A E A A
d_M, Delay for Movement [s/veh] 270.01 2316.40 50.30 509.08 2409.78 58.97 36.70 0.00 0.00 39.97 0.00 0.00 V/C, Movement V/C Ratio 0.32 0.00 0.04 0.13 0.00 0.01 0.59 0.02 0.00 0.06 0.01 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2190
Agenda Item # 10.

Volume to Capacity (v/c): 0.639
Level Of Service: C
Delay (sec / veh): 31.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 30: El Camino Real @ Distel Dr.

Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 155.00 100.00 100.00 145.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Distel Dr. Driveway El Camino Real El Camino Real
Intersection Setup
Version 2021 (SP 0-4)
Generated with
2191
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 74 0 244 0 0 0 116 2208 0 9 1286 112 Total 15-Minute Volume [veh/h] 19 0 61 0 0 0 29 552 0 2 322 28 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 74 0 244 0 0 0 116 2208 0 9 1286 112 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 3 0 0 0 6 121 0 0 78 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 63 0 204 0 0 0 93 1769 0 8 1024 95 Name Distel Dr. Driveway El Camino Real El Camino Real
Volumes
Version 2021 (SP 0-4)
Generated with
2192
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No
Maximum Recall No No No No No
Minimum Recall No No Yes No Yes
l2, Clearance Lost Time [s] 1.7 1.7 0.0 0.0 0.0 0.0 1.7 2.1 0.0 1.7 2.1 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 0.0 0.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 30 30 0 0 0 0 0 18 0 0 18 0
Walk [s] 7 7 0 0 0 0 0 7 0 0 7 0
Vehicle Extension [s] 3.0 3.0 0.0 0.0 0.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 49 49 0 0 0 0 43 122 0 9 88 0
All red [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 3.7 3.7 0.0 0.0 0.0 0.0 3.7 4.1 0.0 3.7 4.1 0.0 Maximum Green [s] 18 18 0 0 0 0 23 30 0 25 30 0
Minimum Green [s] 5 5 0 0 0 0 5 5 0 5 5 0
Lead / Lag Lag - - - - - Lag - - Lead - -
Auxiliary Signal Groups
Signal Group 8 8 0 0 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 78.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 180
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2193
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 541.48 205.52 613.60 651.46 23.06 538.33 551.33 95th-Percentile Queue Length [veh/ln] 21.66 8.22 24.54 26.06 0.92 21.53 22.05 50th-Percentile Queue Length [ft/ln] 381.35 116.87 441.33 473.10 12.81 378.74 389.50 50th-Percentile Queue Length [veh/ln] 15.25 4.67 17.65 18.92 0.51 15.15 15.58 Critical Lane Group Yes No Yes No Yes No No
Lane Group LOS E E B C F D D
d, Delay for Lane Group [s/veh] 75.97 60.78 19.31 20.42 92.19 36.09 37.42 X, volume / capacity 0.78 0.30 0.62 0.62 0.17 0.56 0.56 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 13.36 1.96 1.25 2.37 6.98 1.37 2.70 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 62.61 58.82 18.05 18.05 85.21 34.72 34.72 c, Capacity [veh/h] 410 389 2332 1225 52 1660 836
s, saturation flow rate [veh/h] 1630 1781 3560 1870 1781 3560 1794 (v / s)_i Volume / Saturation Flow Rate 0.20 0.07 0.41 0.41 0.01 0.26 0.26 g / C, Green / Cycle 0.25 0.22 0.66 0.66 0.03 0.47 0.47 g_i, Effective Green Time [s] 45 39 118 118 5 84 84
l2, Clearance Lost Time [s] 1.70 1.70 2.10 2.10 1.70 2.10 2.10 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 3.70 3.70 4.10 4.10 3.70 4.10 4.10 C, Cycle Length [s] 180 180 180 180 180 180 180
Lane Group C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2194
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 75.97 75.97 75.97 0.00 0.00 0.00 60.78 19.69 20.42 92.19 36.46 37.42 Movement LOS E E E E B C F D D
d_A, Approach Delay [s/veh] 75.97 0.00 21.74 36.89
Approach LOS E A C D
d_I, Intersection Delay [s/veh] 31.27
Intersection LOS C
Intersection V/C 0.639
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 79.34 79.34 79.34 79.34
I_p,int, Pedestrian LOS Score for Intersection 1.969 1.752 3.253 3.226 Crosswalk LOS A A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 503 0 1310 932 d_b, Bicycle Delay [s] 50.40 90.00 10.71 25.65
I_b,int, Bicycle LOS Score for Intersection 2.084 1.560 2.838 2.333 Bicycle LOS B A C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2195
Agenda Item # 10.

Volume to Capacity (v/c): 0.677
Level Of Service: E
Delay (sec / veh): 65.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 31: El Camino Real @ Rengstorff Ave.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 15.00 25.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 150.00 230.00 100.00 100.00 180.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 1 1 0 0 2 0 0
Lane Width [ft] 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Rengstorff Ave. El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2196
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 23 10 34 356 3 251 72 1969 261 191 1367 8 Total 15-Minute Volume [veh/h] 6 3 9 89 1 63 18 492 65 48 342 2 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 23 10 34 356 3 251 72 1969 261 191 1367 8 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 23 10 33 3 3 15 9 89 11 12 62 7 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 1 299 0 200 53 1593 212 152 1106 1 Name Driveway Rengstorff Ave. El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2197
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 1.7 0.0 0.0 1.7 0.0 1.7 2.1 0.0 1.7 2.1 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 34 0 0 34 0 10 30 0 0 30 0
Walk [s] 0 4 0 0 4 0 5 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 21 0 0 51 0 27 79 0 29 81 0
All red [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.7 0.0 0.0 3.7 0.0 3.7 4.1 0.0 3.7 4.1 0.0 Maximum Green [s] 0 16 0 0 15 0 16 30 0 21 30 0
Minimum Green [s] 0 5 0 0 5 0 5 5 0 5 5 0
Lead / Lag - - - - - - Lag - - Lead - -
Auxiliary Signal Groups
Signal Group 0 3 0 0 4 0 1 6 0 5 2 0
Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 80.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 180
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2198
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 150.32 287.83 287.99 408.56 146.57 1201.09 1295.63 188.54 557.70 590.34 95th-Percentile Queue Length [veh/ln] 6.01 11.51 11.52 16.34 5.86 48.04 51.83 7.54 22.31 23.61 50th-Percentile Queue Length [ft/ln] 83.51 178.33 178.45 273.06 81.43 948.15 1014.18 104.74 394.77 421.91 50th-Percentile Queue Length [veh/ln] 3.34 7.13 7.14 10.92 3.26 37.93 40.57 4.19 15.79 16.88 Critical Lane Group Yes No No Yes No No Yes Yes No No
Lane Group LOS F E E E E F F E D D
d, Delay for Lane Group [s/veh] 84.14 56.77 56.76 64.36 74.59 76.04 90.98 72.74 41.26 42.79 X, volume / capacity 0.41 0.38 0.38 0.60 0.31 1.00 1.02 0.39 0.59 0.59 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 7.57 2.37 2.37 6.27 3.51 23.49 38.43 2.38 1.71 3.24 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 76.57 54.40 54.39 58.09 71.08 52.55 52.55 70.36 39.55 39.55 c, Capacity [veh/h] 162 468 468 418 231 1482 733 486 1521 797 s, saturation flow rate [veh/h] 1690 1781 1782 1589 1781 3560 1761 3459 3560 1864 (v / s)_i Volume / Saturation Flow Rate 0.04 0.10 0.10 0.16 0.04 0.42 0.42 0.06 0.25 0.25 g / C, Green / Cycle 0.10 0.26 0.26 0.26 0.13 0.42 0.42 0.14 0.43 0.43 g_i, Effective Green Time [s] 17 47 47 47 23 75 75 25 77 77 l2, Clearance Lost Time [s] 1.70 1.70 1.70 1.70 1.70 2.10 2.10 1.70 2.10 2.10 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 3.70 3.70 3.70 3.70 3.70 4.10 4.10 3.70 4.10 4.10 C, Cycle Length [s] 180 180 180 180 180 180 180 180 180 180 Lane Group C L C R L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2199
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 84.14 84.14 84.14 56.77 56.76 64.36 74.59 79.73 90.98 72.74 41.78 42.79 Movement LOS F F F E E E E E F E D D
d_A, Approach Delay [s/veh] 84.14 59.89 80.85 45.56
Approach LOS F E F D
d_I, Intersection Delay [s/veh] 65.93
Intersection LOS E
Intersection V/C 0.677
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 0.0 8.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 79.34 79.34 0.00 82.18
I_p,int, Pedestrian LOS Score for Intersection 1.784 2.507 0.000 3.301 Crosswalk LOS A B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 192 526 832 854 d_b, Bicycle Delay [s] 73.53 48.91 30.68 29.53
I_b,int, Bicycle LOS Score for Intersection 1.670 2.566 2.826 2.421 Bicycle LOS A B C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 4 3 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2200
Agenda Item # 10.

Volume to Capacity (v/c): 0.444
Level Of Service: D
Delay (sec / veh): 52.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 45: El Camino Real @ Del Medio Ave.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 15.00 25.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 75.00 240.00 100.00 100.00 120.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Del Medio Av. El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2201
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 0 0 1 0 0 0 101 1670 139 124 1368 0 Total 15-Minute Volume [veh/h] 0 0 0 0 0 0 25 418 35 31 342 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 0 1 0 0 0 101 1670 139 124 1368 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 88 0 7 96 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 1 0 0 0 86 1341 118 99 1078 0 Name Driveway Del Medio Av. El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2202
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes Yes Yes Yes Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.1 0.0 0.0 2.1 0.0 2.5 2.6 0.0 2.5 2.6 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 32 0 0 18 0 0 12 0
Walk [s] 0 0 0 0 5 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 19 0 0 42 0 28 60 0 29 61 0
All red [s] 0.0 0.5 0.0 0.0 0.5 0.0 0.5 0.5 0.0 0.5 0.5 0.0 Amber [s] 0.0 3.6 0.0 0.0 3.6 0.0 4.0 4.1 0.0 4.0 4.1 0.0 Maximum Green [s] 0 12 0 0 5 0 20 30 0 20 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 3 0 0 4 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 108.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2203
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 1.73 0.00 0.00 168.02 778.35 833.50 203.87 514.25 550.07 95th-Percentile Queue Length [veh/ln] 0.07 0.00 0.00 6.72 31.13 33.34 8.15 20.57 22.00 50th-Percentile Queue Length [ft/ln] 0.96 0.00 0.00 93.34 580.74 628.01 115.67 358.90 388.45 50th-Percentile Queue Length [veh/ln] 0.04 0.00 0.00 3.73 23.23 25.12 4.63 14.36 15.54 Critical Lane Group Yes No No No No Yes Yes No No
Lane Group LOS E A A E E E E D D
d, Delay for Lane Group [s/veh] 60.95 0.00 0.00 60.16 56.18 64.65 60.95 41.72 44.06 X, volume / capacity 0.01 0.00 0.00 0.36 0.91 0.92 0.43 0.67 0.67 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.07 0.00 0.00 3.61 11.18 19.56 4.52 2.68 5.03 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 60.88 0.00 0.00 56.55 45.01 45.09 56.43 39.04 39.04 c, Capacity [veh/h] 158 450 472 279 1315 664 291 1339 703 s, saturation flow rate [veh/h] 1589 1781 1870 1781 3560 1798 1781 3560 1870 (v / s)_i Volume / Saturation Flow Rate 0.00 0.00 0.00 0.06 0.34 0.34 0.07 0.25 0.25 g / C, Green / Cycle 0.10 0.25 0.25 0.16 0.37 0.37 0.16 0.38 0.38 g_i, Effective Green Time [s] 15 38 38 24 55 55 25 56 56 l2, Clearance Lost Time [s] 2.10 2.10 2.10 2.50 2.60 2.60 2.50 2.60 2.60 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.10 4.10 4.10 4.50 4.60 4.60 4.50 4.60 4.60 C, Cycle Length [s] 150 150 150 150 150 150 150 150 150 Lane Group C L C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2204
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 60.95 60.95 60.95 0.00 0.00 0.00 60.16 58.56 64.65 60.95 42.53 44.06 Movement LOS E E E A A A E E E E D D
d_A, Approach Delay [s/veh] 60.95 0.00 59.09 44.06
Approach LOS E A E D
d_I, Intersection Delay [s/veh] 52.50
Intersection LOS D
Intersection V/C 0.444
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 64.40 64.40 0.00 66.27
I_p,int, Pedestrian LOS Score for Intersection 1.764 2.036 0.000 3.060 Crosswalk LOS A B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 199 505 739 752 d_b, Bicycle Delay [s] 60.84 41.89 29.83 29.20
I_b,int, Bicycle LOS Score for Intersection 1.561 1.560 2.610 2.380 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2205
Agenda Item # 10.

Volume to Capacity (v/c): 0.549
Level Of Service: E
Delay (sec / veh): 57.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 51: El Camino Real @ Showers Dr.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 15.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 190.00 100.00 100.00 165.00 100.00 100.00 360.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Showers Drive El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2206
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 17 5 6 103 15 114 32 1671 103 175 973 59 Total 15-Minute Volume [veh/h] 4 1 2 26 4 29 8 418 26 44 243 15 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 17 5 6 103 15 114 32 1671 103 175 973 59 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 12 0 0 0 112 0 0 81 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 14 4 5 77 13 97 27 1321 87 148 756 50 Name Driveway Showers Drive El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2207
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes No Yes No Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.2 0.0 0.0 2.1 0.0 2.2 2.4 0.0 1.7 2.4 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 32 0 0 24 0 0 24 0
Walk [s] 0 0 0 0 5 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 28 0 0 42 0 29 70 0 40 81 0
All red [s] 0.0 0.5 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.7 0.0 0.0 4.1 0.0 3.7 4.4 0.0 3.7 4.4 0.0 Maximum Green [s] 0 23 0 0 19 0 16 30 0 26 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lag - -
Auxiliary Signal Groups
Signal Group 0 3 0 0 4 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 168.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 180
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2208
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 43.56 11.82 104.18 105.04 208.08 62.02 888.82 947.14 303.31 411.97 425.41 95th-Percentile Queue Length [veh/ln] 1.74 0.47 4.17 4.20 8.32 2.48 35.55 37.89 12.13 16.48 17.02 50th-Percentile Queue Length [ft/ln] 24.20 6.57 57.88 58.36 118.73 34.46 675.67 726.17 190.22 275.80 286.59 50th-Percentile Queue Length [veh/ln] 0.97 0.26 2.32 2.33 4.75 1.38 27.03 29.05 7.61 11.03 11.46 Critical Lane Group Yes No No No Yes No No Yes Yes No No Lane Group LOS E E E E E E E E E D D
d, Delay for Lane Group [s/veh] 69.38 68.28 58.89 58.87 63.18 69.23 64.84 72.66 68.28 37.72 38.66 X, volume / capacity 0.09 0.03 0.16 0.16 0.34 0.13 0.91 0.91 0.49 0.45 0.45 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.77 0.25 0.89 0.88 2.75 1.10 10.59 18.37 4.67 0.97 1.90 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 68.61 68.03 58.00 58.00 60.42 68.13 54.25 54.29 63.61 36.75 36.76 c, Capacity [veh/h] 238 210 375 380 335 245 1298 661 359 1515 773 s, saturation flow rate [veh/h] 1800 1589 1781 1803 1589 1781 3560 1815 1781 3560 1816 (v / s)_i Volume / Saturation Flow Rate 0.01 0.00 0.03 0.03 0.07 0.02 0.33 0.33 0.10 0.19 0.19 g / C, Green / Cycle 0.13 0.13 0.21 0.21 0.21 0.14 0.36 0.36 0.20 0.43 0.43 g_i, Effective Green Time [s] 24 24 38 38 38 25 66 66 36 77 77 l2, Clearance Lost Time [s] 2.20 2.20 2.10 2.10 2.10 2.20 2.40 2.40 1.70 2.40 2.40 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.20 4.20 4.10 4.10 4.10 4.20 4.40 4.40 3.70 4.40 4.40 C, Cycle Length [s] 180 180 180 180 180 180 180 180 180 180 180 Lane Group C R L C R L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2209
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 69.38 69.38 68.28 58.88 58.87 63.18 69.23 67.17 72.66 68.28 38.00 38.66 Movement LOS E E E E E E E E E E D D
d_A, Approach Delay [s/veh] 69.14 60.99 67.52 42.42
Approach LOS E E E D
d_I, Intersection Delay [s/veh] 57.81
Intersection LOS E
Intersection V/C 0.549
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 79.34 79.34 0.00 81.23
I_p,int, Pedestrian LOS Score for Intersection 1.995 2.289 0.000 3.117 Crosswalk LOS A B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 264 421 729 851 d_b, Bicycle Delay [s] 67.77 56.09 36.35 29.70
I_b,int, Bicycle LOS Score for Intersection 1.606 1.942 2.553 2.223 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2210
Agenda Item # 10.

Volume to Capacity (v/c): 0.614
Level Of Service: E
Delay (sec / veh): 57.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 113: El Camino Real @ Ortega Ave
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 125.00 100.00 100.00 200.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Ortega Ave El Camino Real El Camino Real
Intersection Setup
Version 2021 (SP 0-4)
Generated with
2211
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 0 1 0 205 0 70 21 1835 166 37 1192 0 Total 15-Minute Volume [veh/h] 0 0 0 51 0 18 5 459 42 9 298 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 1 0 205 0 70 21 1835 166 37 1192 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 28 0 0 0 115 6 0 63 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 1 0 150 0 59 18 1458 136 31 957 0 Name Driveway Ortega Ave El Camino Real El Camino Real
Volumes
Version 2021 (SP 0-4)
Generated with
2212
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes No Yes No Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 28 0 0 17 0 0 17 0
Walk [s] 0 0 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 66 0 0 66 0 37 76 0 38 77 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 4 0 0 8 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 180
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2213
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 1.38 398.42 37.62 1001.63 1067.66 66.44 491.70 520.97 95th-Percentile Queue Length [veh/ln] 0.06 15.94 1.50 40.07 42.71 2.66 19.67 20.84 50th-Percentile Queue Length [ft/ln] 0.77 264.95 20.90 773.56 831.25 36.91 340.41 364.43 50th-Percentile Queue Length [veh/ln] 0.03 10.60 0.84 30.94 33.25 1.48 13.62 14.58 Critical Lane Group No Yes No No Yes Yes No No
Lane Group LOS D D E E E E D D
d, Delay for Lane Group [s/veh] 38.70 50.70 61.12 64.10 73.42 61.13 42.21 43.51 X, volume / capacity 0.00 0.51 0.06 0.93 0.94 0.11 0.54 0.54 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.00 3.40 0.38 12.42 21.55 0.66 1.46 2.76 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 38.70 47.30 60.74 51.68 51.87 60.47 40.75 40.75 c, Capacity [veh/h] 664 541 327 1424 717 336 1444 758
s, saturation flow rate [veh/h] 1870 1468 1781 3560 1792 1781 3560 1870 (v / s)_i Volume / Saturation Flow Rate 0.00 0.19 0.01 0.37 0.38 0.02 0.22 0.22 g / C, Green / Cycle 0.34 0.34 0.18 0.40 0.40 0.19 0.41 0.41 g_i, Effective Green Time [s] 62 62 33 72 72 34 73 73
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 180 180 180 180 180 180 180 180
Lane Group C C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2214
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 38.70 38.70 38.70 50.70 50.70 50.70 61.12 66.67 73.42 61.13 42.66 43.51 Movement LOS D D D D D D E E E E D D
d_A, Approach Delay [s/veh] 38.70 50.70 67.17 43.21
Approach LOS D D E D
d_I, Intersection Delay [s/veh] 57.53
Intersection LOS E
Intersection V/C 0.614
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 62.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 79.34 79.34 38.68 79.34
I_p,int, Pedestrian LOS Score for Intersection 1.758 1.981 3.445 3.136 Crosswalk LOS A A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 689 689 800 811 d_b, Bicycle Delay [s] 38.68 38.68 32.40 31.80
I_b,int, Bicycle LOS Score for Intersection 1.561 2.013 2.672 2.236 Bicycle LOS A B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2215
Agenda Item # 10.

Volume to Capacity (v/c): 0.073
Level Of Service: C
Delay (sec / veh): 15.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 115: Distel Drive @ Distel Circle
Intersection Level Of Service Report
Crosswalk Yes Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northeastbound Southwestbound Southeastbound
Name Distel Dr. Distel Dr. Distel Circle
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 37 326 248 25 30 93
Total 15-Minute Volume [veh/h] 9 82 62 6 8 23
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 37 326 248 25 30 93
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 3 6 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 31 274 205 21 25 79
Name Distel Dr. Distel Dr. Distel Circle
Volumes
Version 2021 (SP 0-4)
Generated with
2216
Agenda Item # 10.

Intersection LOS C
d_I, Intersection Delay [s/veh] 2.32
Approach LOS A A B
d_A, Approach Delay [s/veh] 0.80 0.00 11.96
95th-Percentile Queue Length [ft/ln] 2.21 2.21 0.00 0.00 17.65 17.65 95th-Percentile Queue Length [veh/ln] 0.09 0.09 0.00 0.00 0.71 0.71 Movement LOS A A A A C B
d_M, Delay for Movement [s/veh] 7.87 0.00 0.00 0.00 15.06 10.96 V/C, Movement V/C Ratio 0.03 0.00 0.00 0.00 0.07 0.12
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2217
Agenda Item # 10.

Volume to Capacity (v/c): 0.011
Level Of Service: D
Delay (sec / veh): 25.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 116: Distel Drive @ Marich Way
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Distel Dr. Distel Dr. Marich Way Marich Way
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 5 4 4 148 4 205 4 61 168 190 39 1 Total 15-Minute Volume [veh/h] 1 1 1 37 1 51 1 15 42 48 10 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 5 4 4 148 4 205 4 61 168 190 39 1 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 3 0 3 0 0 2 1 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 4 3 3 123 3 171 3 52 141 160 33 1 Name Distel Dr. Distel Dr. Marich Way Marich Way
Volumes
Version 2021 (SP 0-4)
Generated with
2218
Agenda Item # 10.

Intersection LOS D
d_I, Intersection Delay [s/veh] 11.45
Approach LOS C C A A
d_A, Approach Delay [s/veh] 15.38 21.76 0.13 6.72
95th-Percentile Queue Length [ft/ln] 2.80 2.80 2.80 110.57 110.57 110.57 0.19 0.19 0.19 12.36 12.36 12.36 95th-Percentile Queue Length [veh/ln] 0.11 0.11 0.11 4.42 4.42 4.42 0.01 0.01 0.01 0.49 0.49 0.49 Movement LOS C C A C D C A A A A A A
d_M, Delay for Movement [s/veh] 19.82 16.35 8.86 24.98 25.20 19.36 7.30 0.00 0.00 8.13 0.00 0.00 V/C, Movement V/C Ratio 0.02 0.01 0.00 0.40 0.01 0.23 0.00 0.00 0.00 0.14 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2219
Agenda Item # 10.

Volume to Capacity (v/c): 1.862
Level Of Service: F
Delay (sec / veh): 664.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 128: San Antonio @ Jordan
Intersection Level Of Service Report
Crosswalk Yes Yes No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name N San Antonio Rd. N San Antonio Rd. Jordan Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 1377 68 20 1654 60 17
Total 15-Minute Volume [veh/h] 344 17 5 414 15 4
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 1377 68 20 1654 60 17
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 62 0 0 39 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 1114 58 17 1369 51 14
Name N San Antonio Rd. N San Antonio Rd. Jordan Ave
Volumes
Version 2021 (SP 0-4)
Generated with
2220
Agenda Item # 10.

Intersection LOS F
d_I, Intersection Delay [s/veh] 15.56
Approach LOS A A F
d_A, Approach Delay [s/veh] 0.00 0.16 642.39
95th-Percentile Queue Length [ft/ln] 0.00 0.00 3.36 0.00 203.28 203.28 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.13 0.00 8.13 8.13 Movement LOS A A B A F F
d_M, Delay for Movement [s/veh] 0.00 0.00 13.09 0.00 664.89 562.95 V/C, Movement V/C Ratio 0.01 0.00 0.04 0.02 1.86 0.05
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2221
Agenda Item # 10.

Turning Movement Volume: Summary
Report File: \...\Cumulative AM.pdf 3/25/2022
Vistro File: \...\330 Distel Circle Vistro AM.vistro Scenario 5 Cumulative AM 4049
Total
Volume
112
Right
1286
Thru
9 Left
Southeastbound
0 Right
2208
Thru
116
Left
Northwestbound
0 Right
Southwestbound
244
Right
0 Thru
74 Left
Northeastbound
30 El Camino Real @ Distel Dr.

ID Intersection Name
3653
Total
Volume
53 Right
1309
Thru
7 Left
Southeastbound
2 Right
2108
Thru
153
Left
Northwestbound
1 Right
0 Thru
1 Left
Southwestbound
14 Right
0 Thru
5 Left
Northeastbound
29 El Camino Real @ Distel Cir.

ID Intersection Name
3645
Total
Volume
118
Right
1070
Thru
11 Left
Southeastbound
49 Right
2088
Thru
65 Left
Northwestbound
9 Right
7 Thru
0 Left
Southwestbound
136
Right
15 Thru
77 Left
Northeastbound
28 El Camino Real @ Jordan Ave.

ID Intersection Name
5978
Total
Volume
175
Right
768
Thru
391
Left
Southeastbound
262
Right
1450
Thru
312
Left
Northwestbound
355
Right
867
Thru
232
Left
Southwestbound
60 Right
895
Thru
211
Left
Northeastbound
El Camino Real @ San Antonio
Rd. 26
ID Intersection Name
3505
Total
Volume
143
Right
971
Thru
63 Left
Southeastbound
8 Right
1771
Thru
119
Left
Northwestbound
5 Right
11 Thru
17 Left
Southwestbound
195
Right
5 Thru
197
Left
Northeastbound
El Camino Real @ Cesano Ct. /
Los Altos Ave. 25
ID Intersection Name
3224
Total
Volume
230
Right
0 Thru
335
Left
Westbound
4 Right
0 Thru
18 Left
Eastbound
10 Right
1187
Thru
203
Left
Southbound
193
Right
1043
Thru
1 Left
Northbound
San Antonio Rd. @ Almond
Ave. 2
ID Intersection Name
3086
Total
Volume
43 Right
57 Thru
51 Left
Westbound
215
Right
90 Thru
202
Left
Eastbound
72 Right
1004
Thru
14 Left
Southbound
52 Right
1109
Thru
177
Left
Northbound
1 San Antonio Rd. @ Portola Ave.

ID Intersection Name
Version 2021 (SP 0-4)
Generated with
2222
Agenda Item # 10.
3196
Total
Volume
17 Right
60 Left
Westbound
1654
Thru
20 Left
Southbound
68 Right
1377
Thru
Northbound
128 San Antonio @ Jordan
ID Intersection Name
833
Total
Volume
1 Right
39 Thru
190
Left
Southeastbound
168
Right
61 Thru
4 Left
Northwestbound
205
Right
4 Thru
148
Left
Southwestbound
4 Right
4 Thru
5 Left
Northeastbound
116 Distel Drive @ Marich Way
ID Intersection Name
759
Total
Volume
93 Right
30 Left
Southeastbound
25 Right
248
Thru
Southwestbound
326
Thru
37 Left
Northeastbound
115 Distel Drive @ Distel Circle
ID Intersection Name
3527
Total
Volume
0 Right
1192
Thru
37 Left
Southeastbound
166
Right
1835
Thru
21 Left
Northwestbound
70 Right
0 Thru
205
Left
Southwestbound
0 Right
1 Thru
0 Left
Northeastbound
113 El Camino Real @ Ortega Ave
ID Intersection Name
3273
Total
Volume
59 Right
973
Thru
175
Left
Southeastbound
103
Right
1671
Thru
32 Left
Northwestbound
114
Right
15 Thru
103
Left
Southwestbound
6 Right
5 Thru
17 Left
Northeastbound
51 El Camino Real @ Showers Dr.

ID Intersection Name
3403
Total
Volume
0 Right
1368
Thru
124
Left
Southeastbound
139
Right
1670
Thru
101
Left
Northwestbound
0 Right
0 Thru
0 Left
Southwestbound
1 Right
0 Thru
0 Left
Northeastbound
El Camino Real @ Del Medio
Ave. 45
ID Intersection Name
4545
Total
Volume
8 Right
1367
Thru
191
Left
Southeastbound
261
Right
1969
Thru
72 Left
Northwestbound
251
Right
3 Thru
356
Left
Southwestbound
34 Right
10 Thru
23 Left
Northeastbound
El Camino Real @ Rengstorff
Ave. 31
ID Intersection Name
Version 2021 (SP 0-4)
Generated with
2223
Agenda Item # 10.

Intersection Analysis Summary
Report File: \...\Cumulative PM.pdf 3/25/2022
Vistro File: \...\330 Distel Circle Vistro PM.vistro Scenario 5 Cumulative PM V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

WB Left 0.982 204.2 F
HCM 6th
Edition 128 San Antonio @ Jordan Two-way stop
SWB Thru 0.009 11.0 B
HCM 6th
Edition 116 Distel Drive @ Marich Way Two-way stop
SEB Left 0.065 10.0 A
HCM 6th
Edition 115 Distel Drive @ Distel Circle Two-way stop
SEB Right 0.510 48.5 D
HCM 6th
Edition Signalized El Camino Real @ OrtegaAve 113
SEB Right 0.650 75.6 E
HCM 6th
Edition Signalized El Camino Real @ ShowersDr. 51
SEB Right 0.629 73.2 E
HCM 6th
Edition Signalized El Camino Real @ Del MedioAve. 45
NEB Left 0.610 55.9 E
HCM 6th
Edition Signalized El Camino Real @ RengstorffAve. 31
SEB Right 0.620 50.5 D
HCM 6th
Edition 30 El Camino Real @ Distel Dr. Signalized
NEB Left 0.762 414.6 F
HCM 6th
Edition 29 El Camino Real @ Distel Cir. Two-way stop
SEB Right 0.656 45.8 D
HCM 6th
Edition Signalized El Camino Real @ JordanAve. 28
SEB Right 0.952 87.9 F
HCM 6th
Edition Signalized El Camino Real @ SanAntonio Rd. 26
NWB Left 0.701 19.3 B
HCM 6th
Edition Signalized El Camino Real @ CesanoCt. / Los Altos Ave. 25 NB Left 0.675 20.2 C
HCM 6th
Edition Signalized San Antonio Rd. @ AlmondAve. 2
SB Left 0.568 11.0 B
HCM 6th
Edition Signalized San Antonio Rd. @ PortolaAve. 1
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS Version 2021 (SP 0-4)
Generated with
2224
Agenda Item # 10.

Volume to Capacity (v/c): 0.568
Level Of Service: B
Delay (sec / veh): 11.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 1: San Antonio Rd. @ Portola Ave.

Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 165.00 100.00 100.00 140.00 100.00 100.00 100.00 100.00 250.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 1 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name N San Antonio Rd. N San Antonio Rd. W Portola Ave.

Intersection Setup
Version 2021 (SP 0-4)
Generated with
2225
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 52 951 21 21 1206 45 51 21 48 35 8 30 Total 15-Minute Volume [veh/h] 13 238 5 5 302 11 13 5 12 9 2 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 52 951 21 21 1206 45 51 21 48 35 8 30 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 29 0 0 54 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 44 781 18 18 976 38 43 18 41 30 7 25 Name N San Antonio Rd. N San Antonio Rd. W Portola Ave.

Volumes
Version 2021 (SP 0-4)
Generated with
2226
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 20 0 0 20 0 0 28 0 0 28 0
Walk [s] 0 8 0 0 8 0 0 8 0 0 8 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Split [s] 0 0 0 0 0 0 0 0 0 0 0 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 4.0 0.0 4.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 40 60 0 40 60 0 0 40 0 0 40 0
Minimum Green [s] 5 10 0 5 10 0 0 5 0 0 5 0
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 0 4 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2227
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 22.78 91.27 90.63 11.01 152.84 151.46 24.23 16.64 24.51 95th-Percentile Queue Length [veh/ln] 0.91 3.65 3.63 0.44 6.11 6.06 0.97 0.67 0.98 50th-Percentile Queue Length [ft/ln] 12.65 50.71 50.35 6.12 84.91 84.15 13.46 9.24 13.62 50th-Percentile Queue Length [veh/ln] 0.51 2.03 2.01 0.24 3.40 3.37 0.54 0.37 0.54 Critical Lane Group Yes No No No No Yes No No Yes
Lane Group LOS C A A C B B B B B
d, Delay for Lane Group [s/veh] 22.41 8.47 8.47 25.32 11.45 11.49 15.65 15.78 16.18 X, volume / capacity 0.52 0.57 0.57 0.44 0.78 0.78 0.19 0.22 0.27 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 4.16 0.59 0.60 6.25 1.71 1.74 0.23 0.50 0.53 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 18.26 7.87 7.87 19.06 9.74 9.75 15.42 15.28 15.65 c, Capacity [veh/h] 100 859 852 48 804 794 386 218 271
s, saturation flow rate [veh/h] 1781 1870 1856 1781 1870 1846 1687 1589 999 (v / s)_i Volume / Saturation Flow Rate 0.03 0.26 0.26 0.01 0.34 0.34 0.04 0.03 0.07 g / C, Green / Cycle 0.06 0.46 0.46 0.03 0.43 0.43 0.14 0.14 0.14 g_i, Effective Green Time [s] 2 18 18 1 17 17 5 5 5
l2, Clearance Lost Time [s] 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 L, Total Lost Time per Cycle [s] 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 40 40 40 40 40 40 40 40 40
Lane Group L C C L C C C R C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2228
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 22.41 8.47 8.47 25.32 11.47 11.49 15.65 15.65 15.78 16.18 16.18 16.18 Movement LOS C A A C B B B B B B B B
d_A, Approach Delay [s/veh] 9.18 11.70 15.70 16.18
Approach LOS A B B B
d_I, Intersection Delay [s/veh] 10.99
Intersection LOS B
Intersection V/C 0.568
Other Modes
g_Walk,mi, Effective Walk Time [s] 12.0 0.0 12.0 12.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 9.65 0.00 9.65 9.65
I_p,int, Pedestrian LOS Score for Intersection 2.824 0.000 1.949 1.729 Crosswalk LOS C F A A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 3024 3024 2016 2016 d_b, Bicycle Delay [s] 5.20 5.20 0.00 0.00
I_b,int, Bicycle LOS Score for Intersection 2.404 2.609 1.758 1.680 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2229
Agenda Item # 10.

Volume to Capacity (v/c): 0.675
Level Of Service: C
Delay (sec / veh): 20.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 2: San Antonio Rd. @ Almond Ave.

Intersection Level Of Service Report
Crosswalk No Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 15.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 90.00 100.00 100.00 150.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 260.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 0 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name N San Antonio Rd. N San Antonio Rd. Amendra Pl. Almond Avenue Intersection Setup
Version 2021 (SP 0-4)
Generated with
2230
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 8 986 324 144 1112 22 12 0 2 248 0 144 Total 15-Minute Volume [veh/h] 2 247 81 36 278 6 3 0 1 62 0 36 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 8 986 324 144 1112 22 12 0 2 248 0 144 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 4 17 2 0 33 20 12 0 2 -3 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 3 821 273 122 914 2 0 0 0 213 0 122 Name N San Antonio Rd. N San Antonio Rd. Amendra Pl. Almond Avenue Volumes
Version 2021 (SP 0-4)
Generated with
2231
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 18 0 0 27 0 0 27 0
Walk [s] 0 0 0 0 8 0 0 8 0 0 8 0
Vehicle Extension [s] 4.0 6.0 0.0 4.0 6.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Split [s] 0 0 0 0 0 0 0 0 0 0 0 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 4.0 0.0 4.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 15 60 0 25 60 0 0 40 0 0 40 0
Minimum Green [s] 0 10 0 5 10 0 0 5 0 0 5 0
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 0 8 0 0 8 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2232
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 23.28 389.24 370.38 152.34 236.54 235.53 13.81 213.97 119.30 95th-Percentile Queue Length [veh/ln] 0.93 15.57 14.82 6.09 9.46 9.42 0.55 8.56 4.77 50th-Percentile Queue Length [ft/ln] 12.94 257.62 242.65 84.63 139.64 138.89 7.67 123.02 66.28 50th-Percentile Queue Length [veh/ln] 0.52 10.30 9.71 3.39 5.59 5.56 0.31 4.92 2.65 Critical Lane Group No No Yes Yes No No No Yes No
Lane Group LOS F C C D B B C C C
d, Delay for Lane Group [s/veh] 187.52 20.17 20.74 47.45 10.87 10.88 32.64 33.50 30.61 X, volume / capacity 0.92 0.72 0.72 0.78 0.50 0.50 0.09 0.59 0.42 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 144.29 3.65 4.12 9.49 1.24 1.25 0.36 1.83 1.17 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.15 0.39 0.39 0.15 0.39 0.39 0.15 0.15 0.15 d1, Uniform Delay [s] 43.23 16.52 16.62 37.95 9.63 9.63 32.28 31.67 29.44 c, Capacity [veh/h] 9 950 871 185 1136 1128 154 424 342 s, saturation flow rate [veh/h] 1781 1870 1714 1781 1870 1857 358 1584 1589 (v / s)_i Volume / Saturation Flow Rate 0.00 0.36 0.37 0.08 0.30 0.30 0.04 0.16 0.09 g / C, Green / Cycle 0.00 0.51 0.51 0.10 0.61 0.61 0.21 0.21 0.21 g_i, Effective Green Time [s] 0 44 44 9 53 53 19 19 19
l2, Clearance Lost Time [s] 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 2.00 0.00 L, Total Lost Time per Cycle [s] 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 87 87 87 87 87 87 87 87 87
Lane Group L C C L C C C C R
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2233
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 187.52 20.35 20.74 47.45 10.88 10.88 32.64 32.64 32.64 33.50 33.50 30.61 Movement LOS F C C D B B C C C C C C
d_A, Approach Delay [s/veh] 21.46 15.00 32.64 32.44
Approach LOS C B C C
d_I, Intersection Delay [s/veh] 20.19
Intersection LOS C
Intersection V/C 0.675
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 12.0 12.0 -5.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 32.22 32.22 48.53
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.864 1.722 2.233 Crosswalk LOS F C A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1383 1383 922 922 d_b, Bicycle Delay [s] 4.13 4.13 12.61 12.61
I_b,int, Bicycle LOS Score for Intersection 2.647 2.614 1.583 2.206 Bicycle LOS B B A B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2234
Agenda Item # 10.

Volume to Capacity (v/c): 0.701
Level Of Service: B
Delay (sec / veh): 19.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 25: El Camino Real @ Cesano Ct. / Los Altos Ave.

Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 25.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 280.00 100.00 100.00 140.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Los Altos Ave. Cesano Ct. El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2235
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 129 6 96 15 2 21 87 1350 13 48 2111 188 Total 15-Minute Volume [veh/h] 32 2 24 4 1 5 22 338 3 12 528 47 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 129 6 96 15 2 21 87 1350 13 48 2111 188 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 5 0 -1 0 0 0 0 97 0 0 94 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 105 5 82 13 2 18 74 1062 11 41 1709 159 Name Los Altos Ave. Cesano Ct. El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2236
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.1 2.1 0.0 2.1 2.1 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 0 10 0
Walk [s] 0 30 0 0 32 0 0 15 0 0 0 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 74 0 0 74 0 61 30 0 46 15 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 4.1 4.1 0.0 4.1 4.1 0.0 Maximum Green [s] 0 26 0 0 23 0 20 30 0 20 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 8 0 0 4 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 116.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2237
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 226.16 144.12 59.31 165.23 252.31 265.95 91.01 525.29 554.55 95th-Percentile Queue Length [veh/ln] 9.05 5.76 2.37 6.61 10.09 10.64 3.64 21.01 22.18 50th-Percentile Queue Length [ft/ln] 131.96 80.06 32.95 91.79 151.41 161.68 50.56 367.99 392.17 50th-Percentile Queue Length [veh/ln] 5.28 3.20 1.32 3.67 6.06 6.47 2.02 14.72 15.69 Critical Lane Group No No Yes Yes No No No No Yes
Lane Group LOS E D E F B B F B B
d, Delay for Lane Group [s/veh] 63.94 53.01 57.80 82.01 10.14 10.52 81.17 15.78 17.35 X, volume / capacity 0.69 0.32 0.51 0.80 0.37 0.37 0.67 0.64 0.65 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 4.41 0.60 5.33 12.50 0.42 0.81 10.19 1.33 2.74 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.50 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 59.53 52.41 52.47 69.51 9.72 9.72 70.98 14.45 14.61 c, Capacity [veh/h] 194 302 74 109 2452 1281 72 2378 1198 s, saturation flow rate [veh/h] 777 1589 216 1781 3560 1861 1781 3560 1793 (v / s)_i Volume / Saturation Flow Rate 0.17 0.06 0.18 0.05 0.25 0.25 0.03 0.43 0.43 g / C, Green / Cycle 0.19 0.19 0.19 0.06 0.69 0.69 0.04 0.67 0.67 g_i, Effective Green Time [s] 29 29 29 9 103 103 6 100 100 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.10 2.10 2.10 2.10 2.10 2.10 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.10 4.10 4.10 4.10 4.10 4.10 C, Cycle Length [s] 150 150 150 150 150 150 150 150 150 Lane Group C R C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2238
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 63.94 63.94 53.01 57.80 57.80 57.80 82.01 10.27 10.52 81.17 16.22 17.35 Movement LOS E E D E E E F B B F B B
d_A, Approach Delay [s/veh] 59.40 57.80 14.57 17.64
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 19.29
Intersection LOS B
Intersection V/C 0.701
Other Modes
g_Walk,mi, Effective Walk Time [s] 4.0 19.0 34.0 36.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 71.05 57.20 44.85 43.32
I_p,int, Pedestrian LOS Score for Intersection 2.134 1.777 3.222 3.411 Crosswalk LOS B A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 933 933 345 145 d_b, Bicycle Delay [s] 21.33 21.33 51.34 64.50
I_b,int, Bicycle LOS Score for Intersection 1.941 1.622 2.357 2.850 Bicycle LOS A A B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2239
Agenda Item # 10.

Volume to Capacity (v/c): 0.952
Level Of Service: F
Delay (sec / veh): 87.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 26: El Camino Real @ San Antonio Rd.

Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 1 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 160.00 100.00 100.00 420.00 100.00 100.00 100.00 100.00 100.00 520.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 2 0 0 0 0 0 2 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 11.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name N San Antonio Rd. N San Antonio Rd. El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2240
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 244 564 96 402 782 223 425 975 166 524 1667 251 Total 15-Minute Volume [veh/h] 61 141 24 101 196 56 106 244 42 131 417 63 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 244 564 96 402 782 223 425 975 166 524 1667 251 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 34 -5 47 52 50 1 48 18 10 54 1 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 207 449 86 301 619 147 359 786 125 436 1367 212 Name N San Antonio Rd. N San Antonio Rd. El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2241
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes No Yes No Yes No Yes
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
l2, Clearance Lost Time [s] 2.6 2.6 0.0 2.6 2.6 0.0 2.6 2.6 0.0 3.1 2.6 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 35 0 0 37 0 0 32 0 0 29 0
Walk [s] 0 4 0 0 4 0 0 4 0 0 4 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 20 44 0 23 47 0 25 49 0 34 58 0
All red [s] 0.5 0.5 0.0 0.5 0.5 0.0 0.5 0.5 0.0 1.0 0.5 0.0 Amber [s] 4.1 4.1 0.0 4.1 4.1 0.0 4.1 4.1 0.0 4.1 4.1 0.0 Maximum Green [s] 21 29 0 14 27 0 21 30 0 26 20 0
Minimum Green [s] 5 5 0 5 5 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lag - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 1 6 0 5 2 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 45.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2242
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 224.86 477.83 459.79 404.01 539.72 305.40 401.94 509.49 524.96 409.87 1088.19 1199.07 95th-Percentile Queue Length [veh/ln] 8.99 19.11 18.39 16.16 21.59 12.22 16.08 20.38 21.00 16.39 43.53 47.96 50th-Percentile Queue Length [ft/ln] 131.01 329.08 314.39 262.31 379.89 191.83 267.17 354.99 367.72 274.11 781.13 853.38 50th-Percentile Queue Length [veh/ln] 5.24 13.16 12.58 10.49 15.20 7.67 10.69 14.20 14.71 10.96 31.25 34.14 Critical Lane Group No No Yes Yes No No Yes No No No No Yes Lane Group LOS F E E F E D F E E E F F
d, Delay for Lane Group [s/veh] 81.36 62.98 63.57 126.42 61.75 51.05 109.53 56.27 63.06 74.95 112.90 134.89 X, volume / capacity 0.76 0.77 0.77 1.05 0.86 0.55 1.00 0.81 0.81 0.87 1.12 1.15 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 15.83 11.94 12.52 60.62 10.70 5.33 44.73 7.39 14.18 16.17 64.60 86.59 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 65.53 51.04 51.04 65.80 51.05 45.72 64.80 48.87 48.88 58.78 48.30 48.30 c, Capacity [veh/h] 320 442 420 382 906 404 423 949 462 600 1141 561 s, saturation flow rate [veh/h] 3113 1683 1599 3113 3204 1431 3113 3204 1561 3113 3204 1575 (v / s)_i Volume / Saturation Flow Rate 0.08 0.20 0.20 0.13 0.24 0.16 0.14 0.24 0.24 0.17 0.40 0.41 g / C, Green / Cycle 0.10 0.26 0.26 0.12 0.28 0.28 0.14 0.30 0.30 0.19 0.36 0.36 g_i, Effective Green Time [s] 15 39 39 18 42 42 20 44 44 29 53 53 l2, Clearance Lost Time [s] 2.60 2.60 2.60 2.60 2.60 2.60 2.60 2.60 2.60 3.10 2.60 2.60 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 5.10 4.60 4.60 C, Cycle Length [s] 150 150 150 150 150 150 150 150 150 150 150 150 Lane Group L C C L C R L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2243
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 81.36 63.22 63.57 126.42 61.75 51.05 109.53 57.71 63.06 74.95 118.09 134.89 Movement LOS F E E F E D F E E E F F
d_A, Approach Delay [s/veh] 68.15 78.53 72.34 110.56
Approach LOS E E E F
d_I, Intersection Delay [s/veh] 87.89
Intersection LOS F
Intersection V/C 0.952
Other Modes
g_Walk,mi, Effective Walk Time [s] 8.0 8.0 8.0 8.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 67.21 67.21 67.21 67.21
I_p,int, Pedestrian LOS Score for Intersection 3.004 3.130 3.282 3.304 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 525 565 592 712 d_b, Bicycle Delay [s] 40.77 38.59 37.17 31.11
I_b,int, Bicycle LOS Score for Intersection 2.305 2.720 2.421 2.903 Bicycle LOS B B B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2244
Agenda Item # 10.

Volume to Capacity (v/c): 0.656
Level Of Service: D
Delay (sec / veh): 45.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 28: El Camino Real @ Jordan Ave.

Intersection Level Of Service Report
Crosswalk Yes Yes Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 15.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 235.00 100.00 100.00 130.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Jordan Ave. Driveway El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2245
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 89 1 129 6 4 14 80 1510 6 31 2204 82 Total 15-Minute Volume [veh/h] 22 0 32 2 1 4 20 378 2 8 551 21 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 89 1 129 6 4 14 80 1510 6 31 2204 82 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 15 0 22 0 0 0 4 50 0 0 92 -7 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 63 1 91 5 3 12 64 1237 5 26 1790 75 Name Jordan Ave. Driveway El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2246
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall Yes Yes No Yes No Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.2 0.0 0.0 2.2 0.0 1.7 2.1 0.0 1.7 2.1 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 31 0 0 31 0 0 17 0 0 17 0
Walk [s] 0 5 0 0 5 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 41 0 0 41 0 33 68 0 31 66 0
All red [s] 0.0 0.5 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.7 0.0 0.0 3.7 0.0 3.7 4.1 0.0 3.7 4.1 0.0 Maximum Green [s] 0 23 0 0 23 0 21 30 0 21 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 8 0 0 8 0 5 2 0 1 6 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 95.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 140
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2247
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 287.55 30.30 110.31 467.67 497.83 42.23 898.78 991.23 95th-Percentile Queue Length [veh/ln] 11.50 1.21 4.41 18.71 19.91 1.69 35.95 39.65 50th-Percentile Queue Length [ft/ln] 178.11 16.83 61.28 320.80 345.43 23.46 684.28 764.51 50th-Percentile Queue Length [veh/ln] 7.12 0.67 2.45 12.83 13.82 0.94 27.37 30.58 Critical Lane Group Yes No Yes No No No No Yes
Lane Group LOS D D D C C D D E
d, Delay for Lane Group [s/veh] 48.21 38.82 47.14 30.43 31.97 46.67 52.13 61.52 X, volume / capacity 0.50 0.06 0.21 0.61 0.61 0.09 0.96 0.96 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 4.06 0.24 1.31 1.73 3.27 0.51 14.39 23.61 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 44.14 38.58 45.82 28.70 28.70 46.17 37.74 37.91 c, Capacity [veh/h] 437 435 373 1625 852 347 1574 812
s, saturation flow rate [veh/h] 1525 1534 1781 3560 1866 1781 3560 1836 (v / s)_i Volume / Saturation Flow Rate 0.14 0.02 0.04 0.28 0.28 0.02 0.42 0.43 g / C, Green / Cycle 0.26 0.26 0.21 0.46 0.46 0.20 0.44 0.44 g_i, Effective Green Time [s] 37 37 29 64 64 27 62 62
l2, Clearance Lost Time [s] 2.20 2.20 1.70 2.10 2.10 1.70 2.10 2.10 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.20 4.20 3.70 4.10 4.10 3.70 4.10 4.10 C, Cycle Length [s] 140 140 140 140 140 140 140 140
Lane Group C C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2248
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 48.21 48.21 48.21 38.82 38.82 38.82 47.14 30.96 31.97 46.67 55.11 61.52 Movement LOS D D D D D D D C C D E E
d_A, Approach Delay [s/veh] 48.21 38.82 31.77 55.22
Approach LOS D D C E
d_I, Intersection Delay [s/veh] 45.75
Intersection LOS D
Intersection V/C 0.656
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 59.43 59.43 61.29 0.00
I_p,int, Pedestrian LOS Score for Intersection 1.892 1.751 3.264 0.000 Crosswalk LOS A A C F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 526 526 913 884 d_b, Bicycle Delay [s] 38.04 38.04 20.68 21.78
I_b,int, Bicycle LOS Score for Intersection 1.921 1.599 2.437 2.834 Bicycle LOS A A B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2249
Agenda Item # 10.

Volume to Capacity (v/c): 0.762
Level Of Service: F
Delay (sec / veh): 414.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 29: El Camino Real @ Distel Cir.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49.21 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 220.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Distel Cir. Diveway El Camino Real El Camino Real
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 11 0 34 1 0 0 40 1638 0 17 1994 15 Total 15-Minute Volume [veh/h] 3 0 9 0 0 0 10 410 0 4 499 4 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 11 0 34 1 0 0 40 1638 0 17 1994 15 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 60 0 0 121 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 9 0 29 1 0 0 34 1337 0 14 1587 13 Name Distel Cir. Diveway El Camino Real El Camino Real
Volumes
Version 2021 (SP 0-4)
Generated with
2250
Agenda Item # 10.

Intersection LOS F
d_I, Intersection Delay [s/veh] 3.56
Approach LOS F F A A
d_A, Approach Delay [s/veh] 239.42 233.61 1.13 0.22
95th-Percentile Queue Length [ft/ln] 97.32 97.32 97.32 4.38 4.38 4.38 31.93 0.00 0.00 7.26 0.00 0.00 95th-Percentile Queue Length [veh/ln] 3.89 3.89 3.89 0.18 0.18 0.18 1.28 0.00 0.00 0.29 0.00 0.00 Movement LOS F F F F F D E A A D A A
d_M, Delay for Movement [s/veh] 414.64 1567.67 182.73 233.61 1437.29 31.45 47.41 0.00 0.00 25.77 0.00 0.00 V/C, Movement V/C Ratio 0.76 0.00 0.17 0.06 0.00 0.00 0.32 0.02 0.00 0.09 0.02 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2251
Agenda Item # 10.

Volume to Capacity (v/c): 0.620
Level Of Service: D
Delay (sec / veh): 50.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 30: El Camino Real @ Distel Dr.

Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 155.00 100.00 100.00 145.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Distel Dr. Driveway El Camino Real El Camino Real
Intersection Setup
Version 2021 (SP 0-4)
Generated with
2252
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 50 0 123 0 0 0 84 1599 0 7 2304 25 Total 15-Minute Volume [veh/h] 13 0 31 0 0 0 21 400 0 2 576 6 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 50 0 123 0 0 0 84 1599 0 7 2304 25 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 6 0 0 0 4 60 0 0 121 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 42 0 99 0 0 0 68 1304 0 6 1850 21 Name Distel Dr. Driveway El Camino Real El Camino Real
Volumes
Version 2021 (SP 0-4)
Generated with
2253
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No
Maximum Recall No No No No No
Minimum Recall No No Yes No Yes
l2, Clearance Lost Time [s] 1.7 1.7 0.0 0.0 0.0 0.0 1.7 2.1 0.0 1.7 2.1 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 0.0 0.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 30 30 0 0 0 0 0 18 0 0 18 0
Walk [s] 7 7 0 0 0 0 0 7 0 0 7 0
Vehicle Extension [s] 3.0 3.0 0.0 0.0 0.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 44 44 0 0 0 0 36 73 0 33 70 0
All red [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 3.7 3.7 0.0 0.0 0.0 0.0 3.7 4.1 0.0 3.7 4.1 0.0 Maximum Green [s] 18 18 0 0 0 0 23 30 0 25 30 0
Minimum Green [s] 5 5 0 0 0 0 5 5 0 5 5 0
Lead / Lag Lag - - - - - Lag - - Lead - -
Auxiliary Signal Groups
Signal Group 8 8 0 0 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 134.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2254
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 240.36 123.65 529.77 564.80 10.08 1004.28 1104.28 95th-Percentile Queue Length [veh/ln] 9.61 4.95 21.19 22.59 0.40 40.17 44.17 50th-Percentile Queue Length [ft/ln] 142.48 68.69 371.68 400.66 5.60 775.87 863.34 50th-Percentile Queue Length [veh/ln] 5.70 2.75 14.87 16.03 0.22 31.03 34.53 Critical Lane Group Yes Yes No No No No Yes
Lane Group LOS D D C C D E E
d, Delay for Lane Group [s/veh] 47.46 49.78 33.02 34.73 48.86 59.30 68.23 X, volume / capacity 0.39 0.22 0.64 0.64 0.02 0.98 0.98 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 2.61 1.31 1.94 3.66 0.11 17.98 26.85 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 44.84 48.46 31.07 31.07 48.75 41.32 41.38 c, Capacity [veh/h] 441 383 1635 859 348 1564 817
s, saturation flow rate [veh/h] 1640 1781 3560 1870 1781 3560 1860 (v / s)_i Volume / Saturation Flow Rate 0.11 0.05 0.29 0.29 0.00 0.43 0.43 g / C, Green / Cycle 0.27 0.22 0.46 0.46 0.20 0.44 0.44 g_i, Effective Green Time [s] 40 32 69 69 29 66 66
l2, Clearance Lost Time [s] 1.70 1.70 2.10 2.10 1.70 2.10 2.10 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 3.70 3.70 4.10 4.10 3.70 4.10 4.10 C, Cycle Length [s] 150 150 150 150 150 150 150
Lane Group C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2255
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 47.46 47.46 47.46 0.00 0.00 0.00 49.78 33.61 34.73 48.86 62.30 68.23 Movement LOS D D D D C C D E E
d_A, Approach Delay [s/veh] 47.46 0.00 34.41 62.33
Approach LOS D A C E
d_I, Intersection Delay [s/veh] 50.51
Intersection LOS D
Intersection V/C 0.620
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 64.40 64.40 64.40 64.40
I_p,int, Pedestrian LOS Score for Intersection 1.854 1.743 3.286 3.266 Crosswalk LOS A A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 537 0 919 879 d_b, Bicycle Delay [s] 40.11 75.00 21.92 23.58
I_b,int, Bicycle LOS Score for Intersection 1.845 1.560 2.485 2.844 Bicycle LOS A A B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2256
Agenda Item # 10.

Volume to Capacity (v/c): 0.610
Level Of Service: E
Delay (sec / veh): 55.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 31: El Camino Real @ Rengstorff Ave.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 15.00 25.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 150.00 230.00 100.00 100.00 180.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 1 1 0 0 2 0 0
Lane Width [ft] 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Rengstorff Ave. El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2257
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 18 8 15 325 14 172 100 1391 274 258 2249 30 Total 15-Minute Volume [veh/h] 5 2 4 81 4 43 25 348 69 65 562 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 18 8 15 325 14 172 100 1391 274 258 2249 30 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 18 8 15 3 14 13 24 33 37 16 81 30 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 273 0 135 64 1151 201 205 1837 0 Name Driveway Rengstorff Ave. El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2258
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 1.7 0.0 0.0 1.7 0.0 1.7 2.1 0.0 1.7 2.1 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 34 0 0 34 0 10 30 0 0 30 0
Walk [s] 0 4 0 0 4 0 5 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 9 0 0 42 0 31 66 0 33 68 0
All red [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.7 0.0 0.0 3.7 0.0 3.7 4.1 0.0 3.7 4.1 0.0 Maximum Green [s] 0 16 0 0 15 0 16 30 0 21 30 0
Minimum Green [s] 0 5 0 0 5 0 5 5 0 5 5 0
Lead / Lag - - - - - - Lag - - Lead - -
Auxiliary Signal Groups
Signal Group 0 3 0 0 4 0 1 6 0 5 2 0
Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 132.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2259
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 107.14 236.91 237.61 244.91 157.63 632.20 638.63 195.78 1004.95 1108.63 95th-Percentile Queue Length [veh/ln] 4.29 9.48 9.50 9.80 6.31 25.29 25.55 7.83 40.20 44.35 50th-Percentile Queue Length [ft/ln] 59.52 139.92 140.44 145.87 87.57 456.92 462.32 109.84 776.45 867.16 50th-Percentile Queue Length [veh/ln] 2.38 5.60 5.62 5.83 3.50 18.28 18.49 4.39 31.06 34.69 Critical Lane Group Yes No No Yes Yes No No No No Yes
Lane Group LOS F D D D E D D D E E
d, Delay for Lane Group [s/veh] 118.00 48.28 48.27 49.86 55.63 41.60 45.60 54.11 62.66 72.35 X, volume / capacity 0.67 0.37 0.37 0.42 0.31 0.76 0.77 0.38 0.99 0.99 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 46.50 2.33 2.32 3.22 2.46 3.82 7.76 1.64 20.05 29.62 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 71.50 45.95 45.95 46.64 53.17 37.78 37.84 52.48 42.61 42.73 c, Capacity [veh/h] 61 455 457 406 324 1469 709 676 1517 791 s, saturation flow rate [veh/h] 1721 1781 1788 1589 1781 3560 1717 3459 3560 1857 (v / s)_i Volume / Saturation Flow Rate 0.02 0.09 0.09 0.11 0.06 0.32 0.32 0.07 0.42 0.42 g / C, Green / Cycle 0.04 0.26 0.26 0.26 0.18 0.41 0.41 0.20 0.43 0.43 g_i, Effective Green Time [s] 5 38 38 38 27 62 62 29 64 64 l2, Clearance Lost Time [s] 1.70 1.70 1.70 1.70 1.70 2.10 2.10 1.70 2.10 2.10 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 3.70 3.70 3.70 3.70 3.70 4.10 4.10 3.70 4.10 4.10 C, Cycle Length [s] 150 150 150 150 150 150 150 150 150 150 Lane Group C L C R L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2260
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 118.00 118.00 118.00 48.28 48.27 49.86 55.63 42.37 45.60 54.11 65.91 72.35 Movement LOS F F F D D D E D D D E E
d_A, Approach Delay [s/veh] 118.00 48.81 43.62 64.78
Approach LOS F D D E
d_I, Intersection Delay [s/veh] 55.86
Intersection LOS E
Intersection V/C 0.610
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 0.0 8.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 64.40 64.40 0.00 67.21
I_p,int, Pedestrian LOS Score for Intersection 1.784 2.495 0.000 3.337 Crosswalk LOS A B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 71 511 825 852 d_b, Bicycle Delay [s] 69.79 41.59 25.87 24.71
I_b,int, Bicycle LOS Score for Intersection 1.627 2.403 2.530 2.955 Bicycle LOS A B B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 4 3 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2261
Agenda Item # 10.

Volume to Capacity (v/c): 0.629
Level Of Service: E
Delay (sec / veh): 73.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 45: El Camino Real @ Del Medio Ave.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 15.00 25.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 75.00 240.00 100.00 100.00 120.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Del Medio Av. El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2262
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 0 1 4 53 0 165 72 1367 113 163 2342 2 Total 15-Minute Volume [veh/h] 0 0 1 13 0 41 18 342 28 41 586 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 1 4 53 0 165 72 1367 113 163 2342 2 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 98 0 24 65 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 1 3 45 0 140 61 1075 96 118 1930 2 Name Driveway Del Medio Av. El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2263
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes Yes Yes Yes Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.1 0.0 0.0 2.1 0.0 2.5 2.6 0.0 2.5 2.6 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 32 0 0 18 0 0 12 0
Walk [s] 0 0 0 0 5 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 19 0 0 42 0 24 60 0 29 65 0
All red [s] 0.0 0.5 0.0 0.0 0.5 0.0 0.5 0.5 0.0 0.5 0.5 0.0 Amber [s] 0.0 3.6 0.0 0.0 3.6 0.0 4.0 4.1 0.0 4.0 4.1 0.0 Maximum Green [s] 0 12 0 0 5 0 20 30 0 20 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 3 0 0 4 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 105.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2264
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 8.68 73.01 236.63 122.70 582.29 607.31 262.10 1191.45 1296.73 95th-Percentile Queue Length [veh/ln] 0.35 2.92 9.47 4.91 23.29 24.29 10.48 47.66 51.87 50th-Percentile Queue Length [ft/ln] 4.82 40.56 139.71 68.17 415.20 436.08 158.78 887.56 975.01 50th-Percentile Queue Length [veh/ln] 0.19 1.62 5.59 2.73 16.61 17.44 6.35 35.50 39.00 Critical Lane Group Yes No Yes Yes No No No No Yes
Lane Group LOS E D D E D D E F F
d, Delay for Lane Group [s/veh] 61.38 43.71 49.83 62.63 45.14 48.76 65.39 90.48 98.73 X, volume / capacity 0.03 0.12 0.41 0.31 0.75 0.75 0.56 1.07 1.07 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.35 0.53 3.09 3.47 3.92 7.54 7.60 45.68 53.93 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 61.03 43.17 46.74 59.16 41.21 41.22 57.79 44.80 44.80 c, Capacity [veh/h] 163 450 402 232 1315 664 291 1434 753 s, saturation flow rate [veh/h] 1639 1781 1589 1781 3560 1798 1781 3560 1869 (v / s)_i Volume / Saturation Flow Rate 0.00 0.03 0.10 0.04 0.28 0.28 0.09 0.43 0.43 g / C, Green / Cycle 0.10 0.25 0.25 0.13 0.37 0.37 0.16 0.40 0.40 g_i, Effective Green Time [s] 15 38 38 20 55 55 25 60 60 l2, Clearance Lost Time [s] 2.10 2.10 2.10 2.50 2.60 2.60 2.50 2.60 2.60 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.10 4.10 4.10 4.50 4.60 4.60 4.50 4.60 4.60 C, Cycle Length [s] 150 150 150 150 150 150 150 150 150 Lane Group C L C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2265
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 61.38 61.38 61.38 43.71 49.83 49.83 62.63 46.15 48.76 65.39 93.31 98.73 Movement LOS E E E D D D E D D E F F
d_A, Approach Delay [s/veh] 61.38 48.34 47.11 91.50
Approach LOS E D D F
d_I, Intersection Delay [s/veh] 73.18
Intersection LOS E
Intersection V/C 0.629
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 64.40 64.40 0.00 66.27
I_p,int, Pedestrian LOS Score for Intersection 1.758 2.099 0.000 3.182 Crosswalk LOS A B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 199 505 739 805 d_b, Bicycle Delay [s] 60.84 41.89 29.83 26.76
I_b,int, Bicycle LOS Score for Intersection 1.568 1.919 2.413 2.938 Bicycle LOS A A B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2266
Agenda Item # 10.

Volume to Capacity (v/c): 0.650
Level Of Service: E
Delay (sec / veh): 75.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 51: El Camino Real @ Showers Dr.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 15.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 190.00 100.00 100.00 165.00 100.00 100.00 360.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Showers Drive El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2267
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 60 32 97 237 35 140 104 1247 179 280 1932 144 Total 15-Minute Volume [veh/h] 15 8 24 59 9 35 26 312 45 70 483 36 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 60 32 97 237 35 140 104 1247 179 280 1932 144 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 67 0 0 94 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 51 27 82 201 30 119 88 1000 152 237 1558 122 Name Driveway Showers Drive El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2268
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes No Yes No Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.2 0.0 0.0 2.1 0.0 2.2 2.4 0.0 1.7 2.4 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 32 0 0 24 0 0 24 0
Walk [s] 0 0 0 0 5 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 25 0 0 42 0 23 48 0 35 60 0
All red [s] 0.0 0.5 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.7 0.0 0.0 4.1 0.0 3.7 4.4 0.0 3.7 4.4 0.0 Maximum Green [s] 0 23 0 0 19 0 16 30 0 26 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lag - -
Auxiliary Signal Groups
Signal Group 0 3 0 0 4 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 63.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2269
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 159.73 173.83 194.16 195.88 203.04 184.76 665.10 698.51 419.90 1024.47 1124.30 95th-Percentile Queue Length [veh/ln] 6.39 6.95 7.77 7.84 8.12 7.39 26.60 27.94 16.80 40.98 44.97 50th-Percentile Queue Length [ft/ln] 88.74 96.57 108.67 109.91 115.08 102.65 484.59 512.82 282.16 768.85 844.59 50th-Percentile Queue Length [veh/ln] 3.55 3.86 4.35 4.40 4.60 4.11 19.38 20.51 11.29 30.75 33.78 Critical Lane Group No Yes No No Yes Yes No No No No Yes Lane Group LOS E E D D D E E E E F F
d, Delay for Lane Group [s/veh] 62.71 65.52 47.04 47.01 48.31 67.78 66.28 76.39 68.95 82.78 96.79 X, volume / capacity 0.37 0.44 0.30 0.30 0.35 0.47 0.92 0.92 0.75 1.04 1.05 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 4.09 6.26 1.71 1.69 2.38 6.84 14.70 24.80 13.23 35.58 49.59 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 58.62 59.26 45.33 45.33 45.93 60.94 51.58 51.58 55.73 47.20 47.20 c, Capacity [veh/h] 251 220 450 456 402 223 1035 509 372 1320 669 s, saturation flow rate [veh/h] 1811 1589 1781 1803 1589 1781 3560 1752 1781 3560 1805 (v / s)_i Volume / Saturation Flow Rate 0.05 0.06 0.08 0.08 0.09 0.06 0.27 0.27 0.16 0.39 0.39 g / C, Green / Cycle 0.14 0.14 0.25 0.25 0.25 0.13 0.29 0.29 0.21 0.37 0.37 g_i, Effective Green Time [s] 21 21 38 38 38 19 44 44 31 56 56 l2, Clearance Lost Time [s] 2.20 2.20 2.10 2.10 2.10 2.20 2.40 2.40 1.70 2.40 2.40 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.20 4.20 4.10 4.10 4.10 4.20 4.40 4.40 3.70 4.40 4.40 C, Cycle Length [s] 150 150 150 150 150 150 150 150 150 150 150 Lane Group C R L C R L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2270
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 62.71 62.71 65.52 47.03 47.01 48.31 67.78 68.64 76.39 68.95 86.84 96.79 Movement LOS E E E D D D E E E E F F
d_A, Approach Delay [s/veh] 64.15 47.46 69.49 85.32
Approach LOS E D E F
d_I, Intersection Delay [s/veh] 75.56
Intersection LOS E
Intersection V/C 0.650
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 64.40 64.40 0.00 66.27
I_p,int, Pedestrian LOS Score for Intersection 2.041 2.376 0.000 3.237 Crosswalk LOS B B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 277 505 581 741 d_b, Bicycle Delay [s] 55.64 41.89 37.74 29.70
I_b,int, Bicycle LOS Score for Intersection 1.871 2.239 2.401 2.855 Bicycle LOS A B B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2271
Agenda Item # 10.

Volume to Capacity (v/c): 0.510
Level Of Service: D
Delay (sec / veh): 48.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 113: El Camino Real @ Ortega Ave
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 125.00 100.00 100.00 200.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Ortega Ave El Camino Real El Camino Real
Intersection Setup
Version 2021 (SP 0-4)
Generated with
2272
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 4 5 5 104 0 45 15 1527 137 53 2011 0 Total 15-Minute Volume [veh/h] 1 1 1 26 0 11 4 382 34 13 503 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 4 5 5 104 0 45 15 1527 137 53 2011 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 20 0 0 0 54 6 0 114 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 3 4 4 71 0 38 13 1248 111 45 1608 0 Name Driveway Ortega Ave El Camino Real El Camino Real
Volumes
Version 2021 (SP 0-4)
Generated with
2273
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes No Yes No Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 28 0 0 17 0 0 17 0
Walk [s] 0 0 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 45 0 0 45 0 39 64 0 41 66 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 4 0 0 8 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 83.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2274
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 18.07 208.65 20.47 636.05 663.54 72.59 805.11 879.77 95th-Percentile Queue Length [veh/ln] 0.72 8.35 0.82 25.44 26.54 2.90 32.20 35.19 50th-Percentile Queue Length [ft/ln] 10.04 119.15 11.37 460.15 483.28 40.33 603.65 667.86 50th-Percentile Queue Length [veh/ln] 0.40 4.77 0.45 18.41 19.33 1.61 24.15 26.71 Critical Lane Group No Yes Yes No No No No Yes
Lane Group LOS D D D D D D D E
d, Delay for Lane Group [s/veh] 40.03 45.67 44.62 43.40 47.31 44.43 49.85 56.14 X, volume / capacity 0.03 0.33 0.04 0.78 0.78 0.12 0.90 0.90 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.11 2.02 0.16 4.22 8.12 0.56 8.86 15.15 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 39.92 43.65 44.46 39.17 39.19 43.87 40.99 40.99 c, Capacity [veh/h] 479 445 416 1424 717 439 1472 773
s, saturation flow rate [veh/h] 1639 1480 1781 3560 1792 1781 3560 1870 (v / s)_i Volume / Saturation Flow Rate 0.01 0.10 0.01 0.31 0.31 0.03 0.37 0.37 g / C, Green / Cycle 0.27 0.27 0.23 0.40 0.40 0.25 0.41 0.41 g_i, Effective Green Time [s] 41 41 35 60 60 37 62 62
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 150 150 150 150 150 150 150 150
Lane Group C C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2275
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 40.03 40.03 40.03 45.67 45.67 45.67 44.62 44.48 47.31 44.43 52.02 56.14 Movement LOS D D D D D D D D D D D E
d_A, Approach Delay [s/veh] 40.03 45.67 44.71 51.82
Approach LOS D D D D
d_I, Intersection Delay [s/veh] 48.49
Intersection LOS D
Intersection V/C 0.510
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 41.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 64.40 64.40 39.60 64.40
I_p,int, Pedestrian LOS Score for Intersection 1.753 1.907 3.364 3.215 Crosswalk LOS A A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 547 547 800 827 d_b, Bicycle Delay [s] 39.60 39.60 27.00 25.81
I_b,int, Bicycle LOS Score for Intersection 1.583 1.805 2.483 2.695 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2276
Agenda Item # 10.

Volume to Capacity (v/c): 0.065
Level Of Service: A
Delay (sec / veh): 10.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 115: Distel Drive @ Distel Circle
Intersection Level Of Service Report
Crosswalk Yes Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northeastbound Southwestbound Southeastbound
Name Distel Dr. Distel Dr. Distel Circle
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 1 106 78 4 52 38
Total 15-Minute Volume [veh/h] 0 27 20 1 13 10
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 1 106 78 4 52 38
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 6 4 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 1 85 63 3 44 32
Name Distel Dr. Distel Dr. Distel Circle
Volumes
Version 2021 (SP 0-4)
Generated with
2277
Agenda Item # 10.

Intersection LOS A
d_I, Intersection Delay [s/veh] 3.13
Approach LOS A A A
d_A, Approach Delay [s/veh] 0.07 0.00 9.63
95th-Percentile Queue Length [ft/ln] 0.05 0.05 0.00 0.00 8.65 8.65 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.35 0.35 Movement LOS A A A A A A
d_M, Delay for Movement [s/veh] 7.38 0.00 0.00 0.00 9.98 9.15 V/C, Movement V/C Ratio 0.00 0.00 0.00 0.00 0.06 0.04
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2278
Agenda Item # 10.

Volume to Capacity (v/c): 0.009
Level Of Service: B
Delay (sec / veh): 11.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 116: Distel Drive @ Marich Way
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Distel Dr. Distel Dr. Marich Way Marich Way
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 4 1 60 6 49 4 22 48 53 28 4 Total 15-Minute Volume [veh/h] 0 1 0 15 2 12 1 6 12 13 7 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 4 1 60 6 49 4 22 48 53 28 4 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 2 0 2 0 0 3 3 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 3 1 49 5 40 3 19 38 42 24 3 Name Distel Dr. Distel Dr. Marich Way Marich Way
Volumes
Version 2021 (SP 0-4)
Generated with
2279
Agenda Item # 10.

Intersection LOS B
d_I, Intersection Delay [s/veh] 5.82
Approach LOS B A A A
d_A, Approach Delay [s/veh] 10.10 10.00 0.39 4.64
95th-Percentile Queue Length [ft/ln] 0.53 0.53 0.53 11.92 11.92 11.92 0.19 0.19 0.19 2.69 2.69 2.69 95th-Percentile Queue Length [veh/ln] 0.02 0.02 0.02 0.48 0.48 0.48 0.01 0.01 0.01 0.11 0.11 0.11 Movement LOS B B A B B A A A A A A A
d_M, Delay for Movement [s/veh] 10.34 10.51 8.48 10.55 11.01 9.20 7.28 0.00 0.00 7.44 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.01 0.00 0.08 0.01 0.05 0.00 0.00 0.00 0.03 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2280
Agenda Item # 10.

Volume to Capacity (v/c): 0.982
Level Of Service: F
Delay (sec / veh): 204.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 128: San Antonio @ Jordan
Intersection Level Of Service Report
Crosswalk Yes Yes No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name N San Antonio Rd. N San Antonio Rd. Jordan Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 1122 64 24 1196 67 15
Total 15-Minute Volume [veh/h] 281 16 6 299 17 4
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 1122 64 24 1196 67 15
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 29 0 0 53 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 926 54 20 969 57 13
Name N San Antonio Rd. N San Antonio Rd. Jordan Ave
Volumes
Version 2021 (SP 0-4)
Generated with
2281
Agenda Item # 10.

Intersection LOS F
d_I, Intersection Delay [s/veh] 6.57
Approach LOS A A F
d_A, Approach Delay [s/veh] 0.00 0.22 196.00
95th-Percentile Queue Length [ft/ln] 0.00 0.00 3.21 0.00 140.65 140.65 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.13 0.00 5.63 5.63 Movement LOS A A B A F F
d_M, Delay for Movement [s/veh] 0.00 0.00 11.42 0.00 204.19 159.43 V/C, Movement V/C Ratio 0.01 0.00 0.04 0.01 0.98 0.03
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2282
Agenda Item # 10.

Turning Movement Volume: Summary
Report File: \...\Cumulative PM.pdf 3/25/2022
Vistro File: \...\330 Distel Circle Vistro PM.vistro Scenario 5 Cumulative PM 4192
Total
Volume
25 Right
2304
Thru
7 Left
Southeastbound
0 Right
1599
Thru
84 Left
Northwestbound
0 Right
Southwestbound
123
Right
0 Thru
50 Left
Northeastbound
30 El Camino Real @ Distel Dr.

ID Intersection Name
3750
Total
Volume
15 Right
1994
Thru
17 Left
Southeastbound
0 Right
1638
Thru
40 Left
Northwestbound
0 Right
0 Thru
1 Left
Southwestbound
34 Right
0 Thru
11 Left
Northeastbound
29 El Camino Real @ Distel Cir.

ID Intersection Name
4156
Total
Volume
82 Right
2204
Thru
31 Left
Southeastbound
6 Right
1510
Thru
80 Left
Northwestbound
14 Right
4 Thru
6 Left
Southwestbound
129
Right
1 Thru
89 Left
Northeastbound
28 El Camino Real @ Jordan Ave.

ID Intersection Name
6319
Total
Volume
251
Right
1667
Thru
524
Left
Southeastbound
166
Right
975
Thru
425
Left
Northwestbound
223
Right
782
Thru
402
Left
Southwestbound
96 Right
564
Thru
244
Left
Northeastbound
El Camino Real @ San Antonio
Rd. 26
ID Intersection Name
4066
Total
Volume
188
Right
2111
Thru
48 Left
Southeastbound
13 Right
1350
Thru
87 Left
Northwestbound
21 Right
2 Thru
15 Left
Southwestbound
96 Right
6 Thru
129
Left
Northeastbound
El Camino Real @ Cesano Ct. /
Los Altos Ave. 25
ID Intersection Name
3002
Total
Volume
144
Right
0 Thru
248
Left
Westbound
2 Right
0 Thru
12 Left
Eastbound
22 Right
1112
Thru
144
Left
Southbound
324
Right
986
Thru
8 Left
Northbound
San Antonio Rd. @ Almond
Ave. 2
ID Intersection Name
2489
Total
Volume
30 Right
8 Thru
35 Left
Westbound
48 Right
21 Thru
51 Left
Eastbound
45 Right
1206
Thru
21 Left
Southbound
21 Right
951
Thru
52 Left
Northbound
1 San Antonio Rd. @ Portola Ave.

ID Intersection Name
Version 2021 (SP 0-4)
Generated with
2283
Agenda Item # 10.
2488
Total
Volume
15 Right
67 Left
Westbound
1196
Thru
24 Left
Southbound
64 Right
1122
Thru
Northbound
128 San Antonio @ Jordan
ID Intersection Name
279
Total
Volume
4 Right
28 Thru
53 Left
Southeastbound
48 Right
22 Thru
4 Left
Northwestbound
49 Right
6 Thru
60 Left
Southwestbound
1 Right
4 Thru
0 Left
Northeastbound
116 Distel Drive @ Marich Way
ID Intersection Name
279
Total
Volume
38 Right
52 Left
Southeastbound
4 Right
78 Thru
Southwestbound
106
Thru
1 Left
Northeastbound
115 Distel Drive @ Distel Circle
ID Intersection Name
3906
Total
Volume
0 Right
2011
Thru
53 Left
Southeastbound
137
Right
1527
Thru
15 Left
Northwestbound
45 Right
0 Thru
104
Left
Southwestbound
5 Right
5 Thru
4 Left
Northeastbound
113 El Camino Real @ Ortega Ave
ID Intersection Name
4487
Total
Volume
144
Right
1932
Thru
280
Left
Southeastbound
179
Right
1247
Thru
104
Left
Northwestbound
140
Right
35 Thru
237
Left
Southwestbound
97 Right
32 Thru
60 Left
Northeastbound
51 El Camino Real @ Showers Dr.

ID Intersection Name
4282
Total
Volume
2 Right
2342
Thru
163
Left
Southeastbound
113
Right
1367
Thru
72 Left
Northwestbound
165
Right
0 Thru
53 Left
Southwestbound
4 Right
1 Thru
0 Left
Northeastbound
El Camino Real @ Del Medio
Ave. 45
ID Intersection Name
4854
Total
Volume
30 Right
2249
Thru
258
Left
Southeastbound
274
Right
1391
Thru
100
Left
Northwestbound
172
Right
14 Thru
325
Left
Southwestbound
15 Right
8 Thru
18 Left
Northeastbound
El Camino Real @ Rengstorff
Ave. 31
ID Intersection Name
Version 2021 (SP 0-4)
Generated with
2284
Agenda Item # 10.

Intersection Analysis Summary
Report File: \...\Cumulative + Project AM.pdf 3/25/2022 Vistro File: \...\330 Distel Circle Vistro AM.vistro Scenario 6 Cumulative Plus Project AM V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

WB Left 1.859 663.2 F
HCM 6th
Edition 128 San Antonio @ Jordan Two-way stop
SWB Thru 0.011 25.4 D
HCM 6th
Edition 116 Distel Drive @ Marich Way Two-way stop
SEB Left 0.090 15.3 C
HCM 6th
Edition 115 Distel Drive @ Distel Circle Two-way stop
NWB Right 0.616 57.9 E
HCM 6th
Edition Signalized El Camino Real @ OrtegaAve 113
NWB Right 0.551 58.1 E
HCM 6th
Edition Signalized El Camino Real @ ShowersDr. 51
NWB Right 0.445 52.6 D
HCM 6th
Edition Signalized El Camino Real @ Del MedioAve. 45
NWB Right 0.677 65.8 E
HCM 6th
Edition Signalized El Camino Real @ RengstorffAve. 31
SEB Left 0.644 31.5 C
HCM 6th
Edition 30 El Camino Real @ Distel Dr. Signalized
SWB Left 0.131 513.7 F
HCM 6th
Edition 29 El Camino Real @ Distel Cir. Two-way stop
SEB Left 0.579 21.1 C
HCM 6th
Edition Signalized El Camino Real @ JordanAve. 28
NWB Right 0.819 76.6 E
HCM 6th
Edition Signalized El Camino Real @ SanAntonio Rd. 26
SEB Left 0.641 23.4 C
HCM 6th
Edition Signalized El Camino Real @ CesanoCt. / Los Altos Ave. 25 NB Left 0.738 27.2 C
HCM 6th
Edition Signalized San Antonio Rd. @ AlmondAve. 2
SB Left 0.861 32.5 C
HCM 6th
Edition Signalized San Antonio Rd. @ PortolaAve. 1
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS Version 2021 (SP 0-4)
Generated with
2285
Agenda Item # 10.

Volume to Capacity (v/c): 0.861
Level Of Service: C
Delay (sec / veh): 32.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 1: San Antonio Rd. @ Portola Ave.

Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 165.00 100.00 100.00 140.00 100.00 100.00 100.00 100.00 250.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 1 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name N San Antonio Rd. N San Antonio Rd. W Portola Ave.

Intersection Setup
Version 2021 (SP 0-4)
Generated with
2286
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 177 1107 52 14 1006 72 202 90 215 51 57 43 Total 15-Minute Volume [veh/h] 44 277 13 4 252 18 51 23 54 13 14 11 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 177 1107 52 14 1006 72 202 90 215 51 57 43 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 60 0 0 38 0 0 0 0 0 0 -1 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 150 887 44 12 820 61 171 76 182 43 48 37 Name N San Antonio Rd. N San Antonio Rd. W Portola Ave.

Volumes
Version 2021 (SP 0-4)
Generated with
2287
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 20 0 0 20 0 0 28 0 0 28 0
Walk [s] 0 8 0 0 8 0 0 8 0 0 8 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Split [s] 0 0 0 0 0 0 0 0 0 0 0 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 4.0 0.0 4.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 40 60 0 40 60 0 0 40 0 0 40 0
Minimum Green [s] 5 10 0 5 10 0 0 5 0 0 5 0
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 0 4 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2288
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 203.69 410.35 406.22 19.54 464.93 456.58 289.06 157.41 207.57 95th-Percentile Queue Length [veh/ln] 8.15 16.41 16.25 0.78 18.60 18.26 11.56 6.30 8.30 50th-Percentile Queue Length [ft/ln] 115.55 274.49 271.19 10.85 318.57 311.78 179.27 87.45 118.36 50th-Percentile Queue Length [veh/ln] 4.62 10.98 10.85 0.43 12.74 12.47 7.17 3.50 4.73 Critical Lane Group Yes No No No No Yes No No Yes
Lane Group LOS D C C E D D D C D
d, Delay for Lane Group [s/veh] 50.41 24.67 24.73 60.19 36.66 36.79 35.73 20.89 49.31 X, volume / capacity 0.82 0.72 0.73 0.48 0.89 0.89 0.74 0.34 0.74 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 7.70 1.25 1.28 11.67 4.82 4.94 8.80 0.31 18.73 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.36 0.11 0.43 d1, Uniform Delay [s] 42.72 23.42 23.44 48.52 31.85 31.85 26.92 20.58 30.57 c, Capacity [veh/h] 215 806 793 29 611 597 393 639 203
s, saturation flow rate [veh/h] 1781 1870 1841 1781 1870 1826 826 1589 386 (v / s)_i Volume / Saturation Flow Rate 0.10 0.31 0.31 0.01 0.29 0.29 0.35 0.14 0.39 g / C, Green / Cycle 0.12 0.43 0.43 0.02 0.33 0.33 0.40 0.40 0.40 g_i, Effective Green Time [s] 12 43 43 2 32 32 40 40 40 l2, Clearance Lost Time [s] 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 L, Total Lost Time per Cycle [s] 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 99 99 99 99 99 99 99 99 99
Lane Group L C C L C C C R C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2289
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 50.41 24.70 24.73 60.19 36.72 36.79 35.73 35.73 20.89 49.31 49.31 49.31 Movement LOS D C C E D D D D C D D D
d_A, Approach Delay [s/veh] 28.11 37.02 29.43 49.31
Approach LOS C D C D
d_I, Intersection Delay [s/veh] 32.52
Intersection LOS C
Intersection V/C 0.861
Other Modes
g_Walk,mi, Effective Walk Time [s] 12.0 0.0 12.0 12.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 38.44 0.00 38.44 38.44
I_p,int, Pedestrian LOS Score for Intersection 2.969 0.000 2.164 1.868 Crosswalk LOS C F B A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1207 1207 805 805 d_b, Bicycle Delay [s] 7.82 7.82 17.76 17.76
I_b,int, Bicycle LOS Score for Intersection 2.662 2.461 2.396 1.809 Bicycle LOS B B B A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2290
Agenda Item # 10.

Volume to Capacity (v/c): 0.738
Level Of Service: C
Delay (sec / veh): 27.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 2: San Antonio Rd. @ Almond Ave.

Intersection Level Of Service Report
Crosswalk No Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 15.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 90.00 100.00 100.00 150.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 260.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 0 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name N San Antonio Rd. N San Antonio Rd. Amendra Pl. Almond Avenue Intersection Setup
Version 2021 (SP 0-4)
Generated with
2291
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 1 1040 193 203 1191 10 18 0 4 335 0 230 Total 15-Minute Volume [veh/h] 0 260 48 51 298 3 5 0 1 84 0 58 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 1 1040 193 203 1191 10 18 0 4 335 0 230 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 1 41 3 0 33 10 18 0 4 6 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 847 161 172 981 0 0 0 0 279 0 195 Name N San Antonio Rd. N San Antonio Rd. Amendra Pl. Almond Avenue Volumes
Version 2021 (SP 0-4)
Generated with
2292
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 18 0 0 27 0 0 27 0
Walk [s] 0 0 0 0 8 0 0 8 0 0 8 0
Vehicle Extension [s] 4.0 6.0 0.0 4.0 6.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Split [s] 0 0 0 0 0 0 0 0 0 0 0 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 4.0 0.0 4.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 15 60 0 25 60 0 0 40 0 0 40 0
Minimum Green [s] 0 10 0 5 10 0 0 5 0 0 5 0
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 0 8 0 0 8 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2293
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 7.33 490.29 472.61 240.41 331.39 330.88 26.35 319.88 217.43 95th-Percentile Queue Length [veh/ln] 0.29 19.61 18.90 9.62 13.26 13.24 1.05 12.80 8.70 50th-Percentile Queue Length [ft/ln] 4.07 339.25 324.82 142.52 212.00 211.60 14.64 203.04 125.55 50th-Percentile Queue Length [veh/ln] 0.16 13.57 12.99 5.70 8.48 8.46 0.59 8.12 5.02 Critical Lane Group No No Yes Yes No No No Yes No
Lane Group LOS F C C D B B D D C
d, Delay for Lane Group [s/veh] 533.44 29.56 29.98 54.22 15.16 15.17 39.59 37.83 33.36 X, volume / capacity 0.98 0.76 0.76 0.84 0.55 0.55 0.15 0.69 0.53 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 481.43 5.31 5.69 10.37 1.64 1.64 0.66 2.82 1.40 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.15 0.41 0.41 0.15 0.40 0.40 0.15 0.18 0.15 d1, Uniform Delay [s] 52.01 24.24 24.29 43.84 13.52 13.52 38.92 35.00 31.97 c, Capacity [veh/h] 1 832 787 242 1085 1082 147 487 437 s, saturation flow rate [veh/h] 1781 1870 1770 1781 1870 1864 305 1520 1589 (v / s)_i Volume / Saturation Flow Rate 0.00 0.34 0.34 0.11 0.32 0.32 0.07 0.22 0.14 g / C, Green / Cycle 0.00 0.44 0.44 0.14 0.58 0.58 0.28 0.28 0.28 g_i, Effective Green Time [s] 0 46 46 14 60 60 29 29 29 l2, Clearance Lost Time [s] 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 2.00 0.00 L, Total Lost Time per Cycle [s] 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 104 104 104 104 104 104 104 104 104 Lane Group L C C L C C C C R
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2294
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 533.44 29.72 29.98 54.22 15.16 15.17 39.59 39.59 39.59 37.83 37.83 33.36 Movement LOS F C C D B B D D D D D C
d_A, Approach Delay [s/veh] 30.17 20.81 39.59 36.01
Approach LOS C C D D
d_I, Intersection Delay [s/veh] 27.18
Intersection LOS C
Intersection V/C 0.738
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 12.0 12.0 -5.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 40.66 40.66 57.09
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.944 1.729 2.272 Crosswalk LOS F C A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1155 1155 770 770 d_b, Bicycle Delay [s] 9.28 9.28 19.66 19.66
I_b,int, Bicycle LOS Score for Intersection 2.578 2.718 1.596 2.492 Bicycle LOS B B A B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2295
Agenda Item # 10.

Volume to Capacity (v/c): 0.641
Level Of Service: C
Delay (sec / veh): 23.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 25: El Camino Real @ Cesano Ct. / Los Altos Ave.

Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 25.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 280.00 100.00 100.00 140.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Los Altos Ave. Cesano Ct. El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2296
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 197 5 195 17 11 5 119 1774 8 63 970 143 Total 15-Minute Volume [veh/h] 49 1 49 4 3 1 30 444 2 16 243 36 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 197 5 195 17 11 5 119 1774 8 63 970 143 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 1 0 -1 0 0 0 0 95 0 0 99 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 166 4 166 14 9 4 101 1423 7 53 738 121 Name Los Altos Ave. Cesano Ct. El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2297
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.1 2.1 0.0 2.1 2.1 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 0 10 0
Walk [s] 0 30 0 0 32 0 0 15 0 0 0 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 74 0 0 74 0 61 30 0 46 15 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 4.1 4.1 0.0 4.1 4.1 0.0 Maximum Green [s] 0 26 0 0 23 0 20 40 0 20 40 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 8 0 0 4 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 128.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2298
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 310.17 272.62 62.44 215.07 388.96 412.08 122.50 258.84 260.28 95th-Percentile Queue Length [veh/ln] 12.41 10.90 2.50 8.60 15.56 16.48 4.90 10.35 10.41 50th-Percentile Queue Length [ft/ln] 195.51 166.73 34.69 123.83 257.40 275.88 68.05 156.32 157.40 50th-Percentile Queue Length [veh/ln] 7.82 6.67 1.39 4.95 10.30 11.04 2.72 6.25 6.30 Critical Lane Group No No Yes No No Yes Yes No No
Lane Group LOS E D E E B B F B B
d, Delay for Lane Group [s/veh] 61.36 52.79 57.69 79.64 14.54 15.26 85.38 14.53 14.98 X, volume / capacity 0.76 0.55 0.49 0.83 0.51 0.51 0.78 0.34 0.34 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 4.42 1.31 5.41 11.66 0.79 1.51 14.56 0.43 0.87 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.50 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 56.94 51.47 52.28 67.97 13.75 13.75 70.82 14.11 14.12 c, Capacity [veh/h] 266 356 67 143 2311 1211 81 2187 1075 s, saturation flow rate [veh/h] 977 1589 138 1781 3560 1866 1781 3560 1750 (v / s)_i Volume / Saturation Flow Rate 0.21 0.12 0.24 0.07 0.33 0.33 0.04 0.21 0.21 g / C, Green / Cycle 0.22 0.22 0.22 0.08 0.65 0.65 0.05 0.61 0.61 g_i, Effective Green Time [s] 34 34 34 12 97 97 7 92 92 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.10 2.10 2.10 2.10 2.10 2.10 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.10 4.10 4.10 4.10 4.10 4.10 C, Cycle Length [s] 150 150 150 150 150 150 150 150 150 Lane Group C R C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2299
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 61.36 61.36 52.79 57.69 57.69 57.69 79.64 14.79 15.26 85.38 14.64 14.98 Movement LOS E E D E E E E B B F B B
d_A, Approach Delay [s/veh] 57.15 57.69 18.85 18.47
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 23.42
Intersection LOS C
Intersection V/C 0.641
Other Modes
g_Walk,mi, Effective Walk Time [s] 4.0 19.0 34.0 36.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 71.05 57.20 44.85 43.32
I_p,int, Pedestrian LOS Score for Intersection 2.186 1.779 3.129 3.395 Crosswalk LOS B A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 933 933 345 145 d_b, Bicycle Delay [s] 21.33 21.33 51.33 64.49
I_b,int, Bicycle LOS Score for Intersection 2.215 1.614 2.605 2.206 Bicycle LOS B A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2300
Agenda Item # 10.

Volume to Capacity (v/c): 0.819
Level Of Service: E
Delay (sec / veh): 76.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 26: El Camino Real @ San Antonio Rd.

Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 1 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 160.00 100.00 100.00 420.00 100.00 100.00 100.00 100.00 100.00 520.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 2 0 0 0 0 0 2 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 11.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name N San Antonio Rd. N San Antonio Rd. El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2301
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 211 895 58 231 867 355 314 1453 264 391 767 175 Total 15-Minute Volume [veh/h] 53 224 15 58 217 89 79 363 66 98 192 44 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 211 895 58 231 867 355 314 1453 264 391 767 175 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 1 48 10 16 27 29 6 61 53 38 52 5 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 178 718 41 182 712 276 261 1180 179 299 606 144 Name N San Antonio Rd. N San Antonio Rd. El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2302
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes No Yes No Yes No Yes
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
l2, Clearance Lost Time [s] 2.6 2.6 0.0 2.6 2.6 0.0 2.6 2.6 0.0 3.1 2.6 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 35 0 0 37 0 0 32 0 0 29 0
Walk [s] 0 4 0 0 4 0 0 4 0 0 4 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 27 56 0 27 56 0 30 63 0 34 67 0
All red [s] 0.5 0.5 0.0 0.5 0.5 0.0 0.5 0.5 0.0 1.0 0.5 0.0 Amber [s] 4.1 4.1 0.0 4.1 4.1 0.0 4.1 4.1 0.0 4.1 4.1 0.0 Maximum Green [s] 21 29 0 14 27 0 21 30 0 26 20 0
Minimum Green [s] 5 5 0 5 5 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lag - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 1 6 0 5 2 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 153.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 180
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2303
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 210.01 808.20 795.69 227.44 682.23 578.94 293.67 981.24 1029.76 352.13 434.16 426.07 95th-Percentile Queue Length [veh/ln] 8.40 32.33 31.83 9.10 27.29 23.16 11.75 39.25 41.19 14.09 17.37 17.04 50th-Percentile Queue Length [ft/ln] 120.14 606.29 595.57 132.91 499.05 412.42 182.80 755.81 792.55 228.25 293.64 287.12 50th-Percentile Queue Length [veh/ln] 4.81 24.25 23.82 5.32 19.96 16.50 7.31 30.23 31.70 9.13 11.75 11.48 Critical Lane Group No No Yes Yes No No No No Yes Yes No No Lane Group LOS E F F E E E E F F E D D
d, Delay for Lane Group [s/veh] 77.43 82.82 83.28 78.67 69.75 71.76 79.42 86.47 100.99 78.82 48.35 50.03 X, volume / capacity 0.49 0.90 0.90 0.54 0.85 0.78 0.64 1.00 1.01 0.70 0.52 0.52 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 3.95 20.96 21.40 4.74 9.02 12.61 6.40 25.76 40.19 7.31 1.55 3.23 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 73.48 61.87 61.88 73.93 60.73 59.15 73.02 60.71 60.80 71.50 46.80 46.81 c, Capacity [veh/h] 430 534 523 430 1017 454 488 1155 561 555 1234 589 s, saturation flow rate [veh/h] 3459 1870 1830 3459 3560 1589 3459 3560 1728 3459 3560 1698 (v / s)_i Volume / Saturation Flow Rate 0.06 0.26 0.26 0.07 0.24 0.22 0.09 0.32 0.33 0.11 0.18 0.18 g / C, Green / Cycle 0.12 0.29 0.29 0.12 0.29 0.29 0.14 0.32 0.32 0.16 0.35 0.35 g_i, Effective Green Time [s] 22 51 51 22 51 51 25 58 58 29 62 62 l2, Clearance Lost Time [s] 2.60 2.60 2.60 2.60 2.60 2.60 2.60 2.60 2.60 3.10 2.60 2.60 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 5.10 4.60 4.60 C, Cycle Length [s] 180 180 180 180 180 180 180 180 180 180 180 180 Lane Group L C C L C R L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2304
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 77.43 83.03 83.28 78.67 69.75 71.76 79.42 89.48 100.99 78.82 48.63 50.03 Movement LOS E F F E E E E F F E D D
d_A, Approach Delay [s/veh] 82.03 71.66 89.42 57.67
Approach LOS F E F E
d_I, Intersection Delay [s/veh] 76.59
Intersection LOS E
Intersection V/C 0.819
Other Modes
g_Walk,mi, Effective Walk Time [s] 8.0 8.0 8.0 8.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 82.18 82.18 82.18 82.18
I_p,int, Pedestrian LOS Score for Intersection 3.038 3.187 3.198 3.236 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 571 571 649 693 d_b, Bicycle Delay [s] 45.94 45.94 41.07 38.42
I_b,int, Bicycle LOS Score for Intersection 2.520 2.758 2.677 2.293 Bicycle LOS B C B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2305
Agenda Item # 10.

Volume to Capacity (v/c): 0.579
Level Of Service: C
Delay (sec / veh): 21.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 28: El Camino Real @ Jordan Ave.

Intersection Level Of Service Report
Crosswalk Yes Yes Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 15.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 235.00 100.00 100.00 130.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Jordan Ave. Driveway El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2306
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 77 15 135 0 7 9 67 2095 49 11 1066 118 Total 15-Minute Volume [veh/h] 19 4 34 0 2 2 17 524 12 3 267 30 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 77 15 135 0 7 9 67 2095 49 11 1066 118 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 6 3 6 0 0 0 3 106 15 0 52 1 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 60 10 109 0 6 8 54 1686 29 9 859 99 Name Jordan Ave. Driveway El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2307
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall Yes Yes No Yes No Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.2 0.0 0.0 2.2 0.0 1.7 2.1 0.0 1.7 2.1 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 31 0 0 31 0 0 17 0 0 17 0
Walk [s] 0 5 0 0 5 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 41 0 0 41 0 19 128 0 11 120 0
All red [s] 0.0 0.5 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.7 0.0 0.0 3.7 0.0 3.7 4.1 0.0 3.7 4.1 0.0 Maximum Green [s] 0 23 0 0 23 0 21 30 0 21 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 8 0 0 8 0 5 2 0 1 6 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 179.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 180
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2308
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 404.06 28.33 150.82 530.56 559.95 26.34 302.53 306.76 95th-Percentile Queue Length [veh/ln] 16.16 1.13 6.03 21.22 22.40 1.05 12.10 12.27 50th-Percentile Queue Length [ft/ln] 269.46 15.74 83.79 372.34 396.64 14.63 189.61 192.88 50th-Percentile Queue Length [veh/ln] 10.78 0.63 3.35 14.89 15.87 0.59 7.58 7.72 Critical Lane Group Yes No No No Yes Yes No No
Lane Group LOS E E F B B F B B
d, Delay for Lane Group [s/veh] 76.13 57.73 87.41 15.46 16.41 87.79 15.08 15.50 X, volume / capacity 0.66 0.04 0.44 0.58 0.58 0.15 0.34 0.34 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 9.60 0.22 9.11 0.99 1.91 4.43 0.41 0.83 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 66.53 57.50 78.30 14.47 14.50 83.36 14.67 14.67 c, Capacity [veh/h] 344 368 151 2451 1272 72 2293 1144
s, saturation flow rate [veh/h] 1549 1701 1781 3560 1848 1781 3560 1776 (v / s)_i Volume / Saturation Flow Rate 0.15 0.01 0.04 0.40 0.40 0.01 0.22 0.22 g / C, Green / Cycle 0.20 0.20 0.09 0.69 0.69 0.04 0.64 0.64 g_i, Effective Green Time [s] 37 37 15 124 124 7 116 116 l2, Clearance Lost Time [s] 2.20 2.20 1.70 2.10 2.10 1.70 2.10 2.10 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.20 4.20 3.70 4.10 4.10 3.70 4.10 4.10 C, Cycle Length [s] 180 180 180 180 180 180 180 180
Lane Group C C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2309
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 76.13 76.13 76.13 57.73 57.73 57.73 87.41 15.77 16.41 87.79 15.19 15.50 Movement LOS E E E E E E F B B F B B
d_A, Approach Delay [s/veh] 76.13 57.73 17.96 15.89
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 21.07
Intersection LOS C
Intersection V/C 0.579
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 79.34 79.34 81.23 0.00
I_p,int, Pedestrian LOS Score for Intersection 1.918 1.770 3.182 0.000 Crosswalk LOS A A C F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 409 409 1377 1288 d_b, Bicycle Delay [s] 56.96 56.96 8.74 11.41
I_b,int, Bicycle LOS Score for Intersection 1.934 1.586 2.776 2.217 Bicycle LOS A A C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2310
Agenda Item # 10.

Volume to Capacity (v/c): 0.131
Level Of Service: F
Delay (sec / veh): 513.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 29: El Camino Real @ Distel Cir.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49.21 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 220.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Distel Cir. Diveway El Camino Real El Camino Real
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 12 0 17 1 0 1 153 2111 2 7 1309 48 Total 15-Minute Volume [veh/h] 3 0 4 0 0 0 38 528 1 2 327 12 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 12 0 17 1 0 1 153 2111 2 7 1309 48 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 7 0 3 0 0 0 0 124 0 0 78 -5 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 4 0 12 1 0 1 130 1684 2 6 1043 45 Name Distel Cir. Diveway El Camino Real El Camino Real
Volumes
Version 2021 (SP 0-4)
Generated with
2311
Agenda Item # 10.

Intersection LOS F
d_I, Intersection Delay [s/veh] 3.81
Approach LOS F F A A
d_A, Approach Delay [s/veh] 260.48 286.63 2.45 0.21
95th-Percentile Queue Length [ft/ln] 72.67 72.67 72.67 9.56 9.56 9.56 84.28 0.00 0.00 5.04 0.00 0.00 95th-Percentile Queue Length [veh/ln] 2.91 2.91 2.91 0.38 0.38 0.38 3.37 0.00 0.00 0.20 0.00 0.00 Movement LOS F F F F F F E A A E A A
d_M, Delay for Movement [s/veh] 388.35 2420.54 170.22 513.67 2384.69 59.59 36.32 0.00 0.00 40.10 0.00 0.00 V/C, Movement V/C Ratio 0.76 0.00 0.05 0.13 0.00 0.01 0.58 0.02 0.00 0.06 0.01 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2312
Agenda Item # 10.

Volume to Capacity (v/c): 0.644
Level Of Service: C
Delay (sec / veh): 31.5
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 30: El Camino Real @ Distel Dr.

Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 155.00 100.00 100.00 145.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Distel Dr. Driveway El Camino Real El Camino Real
Intersection Setup
Version 2021 (SP 0-4)
Generated with
2313
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 77 0 249 0 0 0 114 2208 0 9 1289 112 Total 15-Minute Volume [veh/h] 19 0 62 0 0 0 29 552 0 2 322 28 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 77 0 249 0 0 0 114 2208 0 9 1289 112 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 3 0 8 0 0 0 4 121 0 0 81 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 63 0 204 0 0 0 93 1769 0 8 1024 95 Name Distel Dr. Driveway El Camino Real El Camino Real
Volumes
Version 2021 (SP 0-4)
Generated with
2314
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No
Maximum Recall No No No No No
Minimum Recall No No Yes No Yes
l2, Clearance Lost Time [s] 1.7 1.7 0.0 0.0 0.0 0.0 1.7 2.1 0.0 1.7 2.1 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 0.0 0.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 30 30 0 0 0 0 0 18 0 0 18 0
Walk [s] 7 7 0 0 0 0 0 7 0 0 7 0
Vehicle Extension [s] 3.0 3.0 0.0 0.0 0.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 49 49 0 0 0 0 43 122 0 9 88 0
All red [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 3.7 3.7 0.0 0.0 0.0 0.0 3.7 4.1 0.0 3.7 4.1 0.0 Maximum Green [s] 18 18 0 0 0 0 23 30 0 25 30 0
Minimum Green [s] 5 5 0 0 0 0 5 5 0 5 5 0
Lead / Lag Lag - - - - - Lag - - Lead - -
Auxiliary Signal Groups
Signal Group 8 8 0 0 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 78.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 180
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2315
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 558.85 202.50 613.60 651.46 23.06 539.66 552.75 95th-Percentile Queue Length [veh/ln] 22.35 8.10 24.54 26.06 0.92 21.59 22.11 50th-Percentile Queue Length [ft/ln] 395.73 114.69 441.33 473.10 12.81 379.85 390.68 50th-Percentile Queue Length [veh/ln] 15.83 4.59 17.65 18.92 0.51 15.19 15.63 Critical Lane Group Yes No Yes No Yes No No
Lane Group LOS E E B C F D D
d, Delay for Lane Group [s/veh] 77.61 60.66 19.31 20.42 92.19 36.12 37.46 X, volume / capacity 0.79 0.29 0.62 0.62 0.17 0.56 0.56 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 14.62 1.91 1.25 2.37 6.98 1.38 2.72 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 62.99 58.75 18.05 18.05 85.21 34.74 34.74 c, Capacity [veh/h] 410 389 2332 1225 52 1660 836
s, saturation flow rate [veh/h] 1631 1781 3560 1870 1781 3560 1794 (v / s)_i Volume / Saturation Flow Rate 0.20 0.06 0.41 0.41 0.01 0.26 0.26 g / C, Green / Cycle 0.25 0.22 0.66 0.66 0.03 0.47 0.47 g_i, Effective Green Time [s] 45 39 118 118 5 84 84
l2, Clearance Lost Time [s] 1.70 1.70 2.10 2.10 1.70 2.10 2.10 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 3.70 3.70 4.10 4.10 3.70 4.10 4.10 C, Cycle Length [s] 180 180 180 180 180 180 180
Lane Group C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2316
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 77.61 77.61 77.61 0.00 0.00 0.00 60.66 19.69 20.42 92.19 36.49 37.46 Movement LOS E E E E B C F D D
d_A, Approach Delay [s/veh] 77.61 0.00 21.70 36.92
Approach LOS E A C D
d_I, Intersection Delay [s/veh] 31.48
Intersection LOS C
Intersection V/C 0.644
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 79.34 79.34 79.34 79.34
I_p,int, Pedestrian LOS Score for Intersection 1.972 1.752 3.254 3.227 Crosswalk LOS A A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 503 0 1310 932 d_b, Bicycle Delay [s] 50.40 90.00 10.71 25.65
I_b,int, Bicycle LOS Score for Intersection 2.098 1.560 2.837 2.335 Bicycle LOS B A C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2317
Agenda Item # 10.

Volume to Capacity (v/c): 0.677
Level Of Service: E
Delay (sec / veh): 65.8
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 31: El Camino Real @ Rengstorff Ave.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 15.00 25.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 150.00 230.00 100.00 100.00 180.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 1 1 0 0 2 0 0
Lane Width [ft] 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Rengstorff Ave. El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2318
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 23 10 34 356 3 250 72 1967 261 194 1371 8 Total 15-Minute Volume [veh/h] 6 3 9 89 1 63 18 492 65 49 343 2 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 23 10 34 356 3 250 72 1967 261 194 1371 8 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 23 10 33 3 3 14 9 87 11 15 66 7 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 1 299 0 200 53 1593 212 152 1106 1 Name Driveway Rengstorff Ave. El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2319
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 1.7 0.0 0.0 1.7 0.0 1.7 2.1 0.0 1.7 2.1 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 34 0 0 34 0 10 30 0 0 30 0
Walk [s] 0 4 0 0 4 0 5 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 21 0 0 51 0 27 79 0 29 81 0
All red [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.7 0.0 0.0 3.7 0.0 3.7 4.1 0.0 3.7 4.1 0.0 Maximum Green [s] 0 16 0 0 15 0 16 30 0 21 30 0
Minimum Green [s] 0 5 0 0 5 0 5 5 0 5 5 0
Lead / Lag - - - - - - Lag - - Lead - -
Auxiliary Signal Groups
Signal Group 0 3 0 0 4 0 1 6 0 5 2 0
Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 80.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 180
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2320
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 150.32 287.83 287.99 406.84 146.57 1198.84 1293.14 191.15 559.59 592.38 95th-Percentile Queue Length [veh/ln] 6.01 11.51 11.52 16.27 5.86 47.95 51.73 7.65 22.38 23.70 50th-Percentile Queue Length [ft/ln] 83.51 178.33 178.45 271.68 81.43 946.56 1012.82 106.52 396.34 423.61 50th-Percentile Queue Length [veh/ln] 3.34 7.13 7.14 10.87 3.26 37.86 40.51 4.26 15.85 16.94 Critical Lane Group Yes No No Yes No No Yes Yes No No
Lane Group LOS F E E E E E F E D D
d, Delay for Lane Group [s/veh] 84.14 56.77 56.76 64.26 74.59 75.83 90.72 72.87 41.31 42.85 X, volume / capacity 0.41 0.38 0.38 0.60 0.31 1.00 1.02 0.40 0.60 0.60 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 7.57 2.37 2.37 6.21 3.51 23.29 38.17 2.44 1.72 3.26 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 76.57 54.40 54.39 58.04 71.08 52.54 52.55 70.43 39.59 39.59 c, Capacity [veh/h] 162 468 468 418 231 1482 733 486 1521 797 s, saturation flow rate [veh/h] 1690 1781 1782 1589 1781 3560 1761 3459 3560 1864 (v / s)_i Volume / Saturation Flow Rate 0.04 0.10 0.10 0.16 0.04 0.42 0.42 0.06 0.25 0.25 g / C, Green / Cycle 0.10 0.26 0.26 0.26 0.13 0.42 0.42 0.14 0.43 0.43 g_i, Effective Green Time [s] 17 47 47 47 23 75 75 25 77 77 l2, Clearance Lost Time [s] 1.70 1.70 1.70 1.70 1.70 2.10 2.10 1.70 2.10 2.10 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 3.70 3.70 3.70 3.70 3.70 4.10 4.10 3.70 4.10 4.10 C, Cycle Length [s] 180 180 180 180 180 180 180 180 180 180 Lane Group C L C R L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2321
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 84.14 84.14 84.14 56.77 56.76 64.26 74.59 79.51 90.72 72.87 41.84 42.85 Movement LOS F F F E E E E E F E D D
d_A, Approach Delay [s/veh] 84.14 59.84 80.62 45.67
Approach LOS F E F D
d_I, Intersection Delay [s/veh] 65.81
Intersection LOS E
Intersection V/C 0.677
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 0.0 8.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 79.34 79.34 0.00 82.18
I_p,int, Pedestrian LOS Score for Intersection 1.784 2.507 0.000 3.302 Crosswalk LOS A B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 192 526 832 854 d_b, Bicycle Delay [s] 73.53 48.91 30.68 29.53
I_b,int, Bicycle LOS Score for Intersection 1.670 2.564 2.825 2.425 Bicycle LOS A B C B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 4 3 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2322
Agenda Item # 10.

Volume to Capacity (v/c): 0.445
Level Of Service: D
Delay (sec / veh): 52.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 45: El Camino Real @ Del Medio Ave.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 15.00 25.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 75.00 240.00 100.00 100.00 120.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Del Medio Av. El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2323
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 0 0 1 0 0 0 101 1673 139 124 1367 0 Total 15-Minute Volume [veh/h] 0 0 0 0 0 0 25 418 35 31 342 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 0 1 0 0 0 101 1673 139 124 1367 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 91 0 7 95 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 1 0 0 0 86 1341 118 99 1078 0 Name Driveway Del Medio Av. El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2324
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes Yes Yes Yes Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.1 0.0 0.0 2.1 0.0 2.5 2.6 0.0 2.5 2.6 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 32 0 0 18 0 0 12 0
Walk [s] 0 0 0 0 5 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 19 0 0 42 0 28 60 0 29 61 0
All red [s] 0.0 0.5 0.0 0.0 0.5 0.0 0.5 0.5 0.0 0.5 0.5 0.0 Amber [s] 0.0 3.6 0.0 0.0 3.6 0.0 4.0 4.1 0.0 4.0 4.1 0.0 Maximum Green [s] 0 12 0 0 5 0 20 30 0 20 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 3 0 0 4 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 108.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2325
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 1.73 0.00 0.00 168.02 780.60 836.20 203.87 513.80 549.57 95th-Percentile Queue Length [veh/ln] 0.07 0.00 0.00 6.72 31.22 33.45 8.15 20.55 21.98 50th-Percentile Queue Length [ft/ln] 0.96 0.00 0.00 93.34 582.66 630.32 115.67 358.54 388.04 50th-Percentile Queue Length [veh/ln] 0.04 0.00 0.00 3.73 23.31 25.21 4.63 14.34 15.52 Critical Lane Group Yes No No No No Yes Yes No No
Lane Group LOS E A A E E E E D D
d, Delay for Lane Group [s/veh] 60.95 0.00 0.00 60.16 56.36 64.89 60.95 41.70 44.04 X, volume / capacity 0.01 0.00 0.00 0.36 0.91 0.92 0.43 0.67 0.67 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.07 0.00 0.00 3.61 11.31 19.76 4.52 2.68 5.02 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 60.88 0.00 0.00 56.55 45.04 45.13 56.43 39.03 39.03 c, Capacity [veh/h] 158 450 472 279 1315 664 291 1339 703 s, saturation flow rate [veh/h] 1589 1781 1870 1781 3560 1798 1781 3560 1870 (v / s)_i Volume / Saturation Flow Rate 0.00 0.00 0.00 0.06 0.34 0.34 0.07 0.25 0.25 g / C, Green / Cycle 0.10 0.25 0.25 0.16 0.37 0.37 0.16 0.38 0.38 g_i, Effective Green Time [s] 15 38 38 24 55 55 25 56 56 l2, Clearance Lost Time [s] 2.10 2.10 2.10 2.50 2.60 2.60 2.50 2.60 2.60 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.10 4.10 4.10 4.50 4.60 4.60 4.50 4.60 4.60 C, Cycle Length [s] 150 150 150 150 150 150 150 150 150 Lane Group C L C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2326
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 60.95 60.95 60.95 0.00 0.00 0.00 60.16 58.76 64.89 60.95 42.51 44.04 Movement LOS E E E A A A E E E E D D
d_A, Approach Delay [s/veh] 60.95 0.00 59.28 44.04
Approach LOS E A E D
d_I, Intersection Delay [s/veh] 52.61
Intersection LOS D
Intersection V/C 0.445
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 64.40 64.40 0.00 66.27
I_p,int, Pedestrian LOS Score for Intersection 1.764 2.036 0.000 3.060 Crosswalk LOS A B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 199 505 739 752 d_b, Bicycle Delay [s] 60.84 41.89 29.83 29.20
I_b,int, Bicycle LOS Score for Intersection 1.561 1.560 2.612 2.380 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2327
Agenda Item # 10.

Volume to Capacity (v/c): 0.551
Level Of Service: E
Delay (sec / veh): 58.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 51: El Camino Real @ Showers Dr.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 15.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 190.00 100.00 100.00 165.00 100.00 100.00 360.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Showers Drive El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2328
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 17 5 6 103 15 114 32 1678 103 175 969 59 Total 15-Minute Volume [veh/h] 4 1 2 26 4 29 8 420 26 44 242 15 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 17 5 6 103 15 114 32 1678 103 175 969 59 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 12 0 0 0 119 0 0 77 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 14 4 5 77 13 97 27 1321 87 148 756 50 Name Driveway Showers Drive El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2329
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes No Yes No Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.2 0.0 0.0 2.1 0.0 2.2 2.4 0.0 1.7 2.4 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 32 0 0 24 0 0 24 0
Walk [s] 0 0 0 0 5 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 28 0 0 42 0 29 70 0 40 81 0
All red [s] 0.0 0.5 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.7 0.0 0.0 4.1 0.0 3.7 4.4 0.0 3.7 4.4 0.0 Maximum Green [s] 0 23 0 0 19 0 16 30 0 26 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lag - -
Auxiliary Signal Groups
Signal Group 0 3 0 0 4 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 168.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 180
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2330
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 43.56 11.82 104.18 105.04 208.08 62.02 894.61 953.91 303.31 410.32 423.66 95th-Percentile Queue Length [veh/ln] 1.74 0.47 4.17 4.20 8.32 2.48 35.78 38.16 12.13 16.41 16.95 50th-Percentile Queue Length [ft/ln] 24.20 6.57 57.88 58.36 118.73 34.46 680.68 732.04 190.22 274.47 285.18 50th-Percentile Queue Length [veh/ln] 0.97 0.26 2.32 2.33 4.75 1.38 27.23 29.28 7.61 10.98 11.41 Critical Lane Group Yes No No No Yes No No Yes Yes No No Lane Group LOS E E E E E E E E E D D
d, Delay for Lane Group [s/veh] 69.38 68.28 58.89 58.87 63.18 69.23 65.25 73.20 68.28 37.68 38.61 X, volume / capacity 0.09 0.03 0.16 0.16 0.34 0.13 0.91 0.91 0.49 0.45 0.45 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.77 0.25 0.89 0.88 2.75 1.10 10.90 18.81 4.67 0.97 1.89 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 68.61 68.03 58.00 58.00 60.42 68.13 54.35 54.40 63.61 36.72 36.73 c, Capacity [veh/h] 238 210 375 380 335 245 1298 662 359 1515 773 s, saturation flow rate [veh/h] 1800 1589 1781 1803 1589 1781 3560 1815 1781 3560 1816 (v / s)_i Volume / Saturation Flow Rate 0.01 0.00 0.03 0.03 0.07 0.02 0.33 0.33 0.10 0.19 0.19 g / C, Green / Cycle 0.13 0.13 0.21 0.21 0.21 0.14 0.36 0.36 0.20 0.43 0.43 g_i, Effective Green Time [s] 24 24 38 38 38 25 66 66 36 77 77 l2, Clearance Lost Time [s] 2.20 2.20 2.10 2.10 2.10 2.20 2.40 2.40 1.70 2.40 2.40 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.20 4.20 4.10 4.10 4.10 4.20 4.40 4.40 3.70 4.40 4.40 C, Cycle Length [s] 180 180 180 180 180 180 180 180 180 180 180 Lane Group C R L C R L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2331
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 69.38 69.38 68.28 58.88 58.87 63.18 69.23 67.61 73.20 68.28 37.96 38.61 Movement LOS E E E E E E E E E E D D
d_A, Approach Delay [s/veh] 69.14 60.99 67.96 42.40
Approach LOS E E E D
d_I, Intersection Delay [s/veh] 58.09
Intersection LOS E
Intersection V/C 0.551
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 79.34 79.34 0.00 81.23
I_p,int, Pedestrian LOS Score for Intersection 1.995 2.289 0.000 3.117 Crosswalk LOS A B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 264 421 729 851 d_b, Bicycle Delay [s] 67.77 56.09 36.35 29.70
I_b,int, Bicycle LOS Score for Intersection 1.606 1.942 2.557 2.221 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2332
Agenda Item # 10.

Volume to Capacity (v/c): 0.616
Level Of Service: E
Delay (sec / veh): 57.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 113: El Camino Real @ Ortega Ave
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 125.00 100.00 100.00 200.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Ortega Ave El Camino Real El Camino Real
Intersection Setup
Version 2021 (SP 0-4)
Generated with
2333
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 0 1 0 205 0 70 21 1844 166 37 1187 0 Total 15-Minute Volume [veh/h] 0 0 0 51 0 18 5 461 42 9 297 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 1 0 205 0 70 21 1844 166 37 1187 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 28 0 0 0 124 6 0 58 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 1 0 150 0 59 18 1458 136 31 957 0 Name Driveway Ortega Ave El Camino Real El Camino Real
Volumes
Version 2021 (SP 0-4)
Generated with
2334
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes No Yes No Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 28 0 0 17 0 0 17 0
Walk [s] 0 0 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 66 0 0 66 0 37 76 0 38 77 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 4 0 0 8 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 180
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2335
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 1.38 398.42 37.62 1009.99 1077.65 66.44 489.43 518.53 95th-Percentile Queue Length [veh/ln] 0.06 15.94 1.50 40.40 43.11 2.66 19.58 20.74 50th-Percentile Queue Length [ft/ln] 0.77 264.95 20.90 780.85 839.99 36.91 338.55 362.42 50th-Percentile Queue Length [veh/ln] 0.03 10.60 0.84 31.23 33.60 1.48 13.54 14.50 Critical Lane Group No Yes No No Yes Yes No No
Lane Group LOS D D E E E E D D
d, Delay for Lane Group [s/veh] 38.70 50.70 61.12 64.70 74.22 61.13 42.15 43.44 X, volume / capacity 0.00 0.51 0.06 0.94 0.94 0.11 0.54 0.54 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.00 3.40 0.38 12.89 22.21 0.66 1.45 2.74 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 38.70 47.30 60.74 51.82 52.02 60.47 40.70 40.70 c, Capacity [veh/h] 664 541 327 1424 717 336 1444 758
s, saturation flow rate [veh/h] 1870 1468 1781 3560 1792 1781 3560 1870 (v / s)_i Volume / Saturation Flow Rate 0.00 0.19 0.01 0.37 0.38 0.02 0.22 0.22 g / C, Green / Cycle 0.34 0.34 0.18 0.40 0.40 0.19 0.41 0.41 g_i, Effective Green Time [s] 62 62 33 72 72 34 73 73
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 180 180 180 180 180 180 180 180
Lane Group C C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2336
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 38.70 38.70 38.70 50.70 50.70 50.70 61.12 67.33 74.22 61.13 42.59 43.44 Movement LOS D D D D D D E E E E D D
d_A, Approach Delay [s/veh] 38.70 50.70 67.83 43.15
Approach LOS D D E D
d_I, Intersection Delay [s/veh] 57.93
Intersection LOS E
Intersection V/C 0.616
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 62.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 79.34 79.34 38.68 79.34
I_p,int, Pedestrian LOS Score for Intersection 1.758 1.981 3.446 3.137 Crosswalk LOS A A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 689 689 800 811 d_b, Bicycle Delay [s] 38.68 38.68 32.40 31.80
I_b,int, Bicycle LOS Score for Intersection 1.561 2.013 2.677 2.233 Bicycle LOS A B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2337
Agenda Item # 10.

Volume to Capacity (v/c): 0.090
Level Of Service: C
Delay (sec / veh): 15.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 115: Distel Drive @ Distel Circle
Intersection Level Of Service Report
Crosswalk Yes Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northeastbound Southwestbound Southeastbound
Name Distel Dr. Distel Dr. Distel Circle
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 37 326 248 23 37 97
Total 15-Minute Volume [veh/h] 9 82 62 6 9 24
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 37 326 248 23 37 97
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 3 6 -2 7 4
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 31 274 205 21 25 79
Name Distel Dr. Distel Dr. Distel Circle
Volumes
Version 2021 (SP 0-4)
Generated with
2338
Agenda Item # 10.

Intersection LOS C
d_I, Intersection Delay [s/veh] 2.53
Approach LOS A A B
d_A, Approach Delay [s/veh] 0.80 0.00 12.31
95th-Percentile Queue Length [ft/ln] 2.21 2.21 0.00 0.00 20.16 20.16 95th-Percentile Queue Length [veh/ln] 0.09 0.09 0.00 0.00 0.81 0.81 Movement LOS A A A A C B
d_M, Delay for Movement [s/veh] 7.87 0.00 0.00 0.00 15.27 11.18 V/C, Movement V/C Ratio 0.03 0.00 0.00 0.00 0.09 0.12
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2339
Agenda Item # 10.

Volume to Capacity (v/c): 0.011
Level Of Service: D
Delay (sec / veh): 25.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 116: Distel Drive @ Marich Way
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Distel Dr. Distel Dr. Marich Way Marich Way
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 5 4 4 150 4 207 4 61 169 189 39 1 Total 15-Minute Volume [veh/h] 1 1 1 38 1 52 1 15 42 47 10 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 5 4 4 150 4 207 4 61 169 189 39 1 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 5 0 5 0 0 3 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 4 3 3 123 3 171 3 52 141 160 33 1 Name Distel Dr. Distel Dr. Marich Way Marich Way
Volumes
Version 2021 (SP 0-4)
Generated with
2340
Agenda Item # 10.

Intersection LOS D
d_I, Intersection Delay [s/veh] 11.60
Approach LOS C C A A
d_A, Approach Delay [s/veh] 15.38 22.01 0.12 6.71
95th-Percentile Queue Length [ft/ln] 2.80 2.80 2.80 113.07 113.07 113.07 0.19 0.19 0.19 12.30 12.30 12.30 95th-Percentile Queue Length [veh/ln] 0.11 0.11 0.11 4.52 4.52 4.52 0.01 0.01 0.01 0.49 0.49 0.49 Movement LOS C C A D D C A A A A A A
d_M, Delay for Movement [s/veh] 19.85 16.33 8.86 25.22 25.44 19.62 7.30 0.00 0.00 8.13 0.00 0.00 V/C, Movement V/C Ratio 0.02 0.01 0.00 0.40 0.01 0.23 0.00 0.00 0.00 0.14 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2341
Agenda Item # 10.

Volume to Capacity (v/c): 1.859
Level Of Service: F
Delay (sec / veh): 663.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 128: San Antonio @ Jordan
Intersection Level Of Service Report
Crosswalk Yes Yes No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name N San Antonio Rd. N San Antonio Rd. Jordan Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 1374 68 20 1658 60 17
Total 15-Minute Volume [veh/h] 344 17 5 415 15 4
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 1374 68 20 1658 60 17
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 59 0 0 43 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 1114 58 17 1369 51 14
Name N San Antonio Rd. N San Antonio Rd. Jordan Ave
Volumes
Version 2021 (SP 0-4)
Generated with
2342
Agenda Item # 10.

Intersection LOS F
d_I, Intersection Delay [s/veh] 15.51
Approach LOS A A F
d_A, Approach Delay [s/veh] 0.00 0.16 640.68
95th-Percentile Queue Length [ft/ln] 0.00 0.00 3.35 0.00 203.13 203.13 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.13 0.00 8.13 8.13 Movement LOS A A B A F F
d_M, Delay for Movement [s/veh] 0.00 0.00 13.07 0.00 663.15 561.38 V/C, Movement V/C Ratio 0.01 0.00 0.04 0.02 1.86 0.05
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2343
Agenda Item # 10.

Turning Movement Volume: Summary
Report File: \...\Cumulative + Project AM.pdf 3/25/2022 Vistro File: \...\330 Distel Circle Vistro AM.vistro Scenario 6 Cumulative Plus Project AM 4058
Total
Volume
112
Right
1289
Thru
9 Left
Southeastbound
0 Right
2208
Thru
114
Left
Northwestbound
0 Right
Southwestbound
249
Right
0 Thru
77 Left
Northeastbound
30 El Camino Real @ Distel Dr.

ID Intersection Name
3661
Total
Volume
48 Right
1309
Thru
7 Left
Southeastbound
2 Right
2111
Thru
153
Left
Northwestbound
1 Right
0 Thru
1 Left
Southwestbound
17 Right
0 Thru
12 Left
Northeastbound
29 El Camino Real @ Distel Cir.

ID Intersection Name
3649
Total
Volume
118
Right
1066
Thru
11 Left
Southeastbound
49 Right
2095
Thru
67 Left
Northwestbound
9 Right
7 Thru
0 Left
Southwestbound
135
Right
15 Thru
77 Left
Northeastbound
28 El Camino Real @ Jordan Ave.

ID Intersection Name
5981
Total
Volume
175
Right
767
Thru
391
Left
Southeastbound
264
Right
1453
Thru
314
Left
Northwestbound
355
Right
867
Thru
231
Left
Southwestbound
58 Right
895
Thru
211
Left
Northeastbound
El Camino Real @ San Antonio
Rd. 26
ID Intersection Name
3507
Total
Volume
143
Right
970
Thru
63 Left
Southeastbound
8 Right
1774
Thru
119
Left
Northwestbound
5 Right
11 Thru
17 Left
Southwestbound
195
Right
5 Thru
197
Left
Northeastbound
El Camino Real @ Cesano Ct. /
Los Altos Ave. 25
ID Intersection Name
3225
Total
Volume
230
Right
0 Thru
335
Left
Westbound
4 Right
0 Thru
18 Left
Eastbound
10 Right
1191
Thru
203
Left
Southbound
193
Right
1040
Thru
1 Left
Northbound
San Antonio Rd. @ Almond
Ave. 2
ID Intersection Name
3086
Total
Volume
43 Right
57 Thru
51 Left
Westbound
215
Right
90 Thru
202
Left
Eastbound
72 Right
1006
Thru
14 Left
Southbound
52 Right
1107
Thru
177
Left
Northbound
1 San Antonio Rd. @ Portola Ave.

ID Intersection Name
Version 2021 (SP 0-4)
Generated with
2344
Agenda Item # 10.
3197
Total
Volume
17 Right
60 Left
Westbound
1658
Thru
20 Left
Southbound
68 Right
1374
Thru
Northbound
128 San Antonio @ Jordan
ID Intersection Name
837
Total
Volume
1 Right
39 Thru
189
Left
Southeastbound
169
Right
61 Thru
4 Left
Northwestbound
207
Right
4 Thru
150
Left
Southwestbound
4 Right
4 Thru
5 Left
Northeastbound
116 Distel Drive @ Marich Way
ID Intersection Name
768
Total
Volume
97 Right
37 Left
Southeastbound
23 Right
248
Thru
Southwestbound
326
Thru
37 Left
Northeastbound
115 Distel Drive @ Distel Circle
ID Intersection Name
3531
Total
Volume
0 Right
1187
Thru
37 Left
Southeastbound
166
Right
1844
Thru
21 Left
Northwestbound
70 Right
0 Thru
205
Left
Southwestbound
0 Right
1 Thru
0 Left
Northeastbound
113 El Camino Real @ Ortega Ave
ID Intersection Name
3276
Total
Volume
59 Right
969
Thru
175
Left
Southeastbound
103
Right
1678
Thru
32 Left
Northwestbound
114
Right
15 Thru
103
Left
Southwestbound
6 Right
5 Thru
17 Left
Northeastbound
51 El Camino Real @ Showers Dr.

ID Intersection Name
3405
Total
Volume
0 Right
1367
Thru
124
Left
Southeastbound
139
Right
1673
Thru
101
Left
Northwestbound
0 Right
0 Thru
0 Left
Southwestbound
1 Right
0 Thru
0 Left
Northeastbound
El Camino Real @ Del Medio
Ave. 45
ID Intersection Name
4549
Total
Volume
8 Right
1371
Thru
194
Left
Southeastbound
261
Right
1967
Thru
72 Left
Northwestbound
250
Right
3 Thru
356
Left
Southwestbound
34 Right
10 Thru
23 Left
Northeastbound
El Camino Real @ Rengstorff
Ave. 31
ID Intersection Name
Version 2021 (SP 0-4)
Generated with
2345
Agenda Item # 10.

Intersection Analysis Summary
Report File: \...\Cumulative + Project PM.pdf 3/25/2022 Vistro File: \...\330 Distel Circle Vistro PM.vistro Scenario 6 Cumulative + Project PM V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. For all other control types, they are taken for the whole intersection.

WB Left 0.984 204.9 F
HCM 6th
Edition 128 San Antonio @ Jordan Two-way stop
SWB Thru 0.009 11.0 B
HCM 6th
Edition 116 Distel Drive @ Marich Way Two-way stop
SEB Left 0.067 10.0 B
HCM 6th
Edition 115 Distel Drive @ Distel Circle Two-way stop
SEB Right 0.512 48.7 D
HCM 6th
Edition Signalized El Camino Real @ OrtegaAve 113
SEB Right 0.651 76.2 E
HCM 6th
Edition Signalized El Camino Real @ ShowersDr. 51
SEB Right 0.630 73.6 E
HCM 6th
Edition Signalized El Camino Real @ Del MedioAve. 45
NEB Left 0.613 55.9 E
HCM 6th
Edition Signalized El Camino Real @ RengstorffAve. 31
SEB Right 0.625 50.6 D
HCM 6th
Edition 30 El Camino Real @ Distel Dr. Signalized
NEB Left 0.900 490.7 F
HCM 6th
Edition 29 El Camino Real @ Distel Cir. Two-way stop
SEB Right 0.658 46.1 D
HCM 6th
Edition Signalized El Camino Real @ JordanAve. 28
SEB Right 0.955 88.4 F
HCM 6th
Edition Signalized El Camino Real @ SanAntonio Rd. 26
NWB Left 0.702 19.3 B
HCM 6th
Edition Signalized El Camino Real @ CesanoCt. / Los Altos Ave. 25 NB Left 0.675 20.2 C
HCM 6th
Edition Signalized San Antonio Rd. @ AlmondAve. 2
SB Left 0.568 11.0 B
HCM 6th
Edition Signalized San Antonio Rd. @ PortolaAve. 1
ID Intersection Name Control Type Method Worst Mvmt V/C Delay (s/veh) LOS Version 2021 (SP 0-4)
Generated with
2346
Agenda Item # 10.

Volume to Capacity (v/c): 0.568
Level Of Service: B
Delay (sec / veh): 11.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 1: San Antonio Rd. @ Portola Ave.

Intersection Level Of Service Report
Crosswalk Yes No Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 165.00 100.00 100.00 140.00 100.00 100.00 100.00 100.00 250.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 1 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name N San Antonio Rd. N San Antonio Rd. W Portola Ave.

Intersection Setup
Version 2021 (SP 0-4)
Generated with
2347
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 52 952 21 21 1206 45 51 21 48 35 8 30 Total 15-Minute Volume [veh/h] 13 238 5 5 302 11 13 5 12 9 2 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 52 952 21 21 1206 45 51 21 48 35 8 30 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 30 0 0 54 0 0 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 44 781 18 18 976 38 43 18 41 30 7 25 Name N San Antonio Rd. N San Antonio Rd. W Portola Ave.

Volumes
Version 2021 (SP 0-4)
Generated with
2348
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 20 0 0 20 0 0 28 0 0 28 0
Walk [s] 0 8 0 0 8 0 0 8 0 0 8 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 Split [s] 0 0 0 0 0 0 0 0 0 0 0 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 4.0 0.0 4.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 40 60 0 40 60 0 0 40 0 0 40 0
Minimum Green [s] 5 10 0 5 10 0 0 5 0 0 5 0
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 0 4 0 0 4 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2349
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 22.78 91.41 90.77 11.01 152.84 151.46 24.23 16.64 24.51 95th-Percentile Queue Length [veh/ln] 0.91 3.66 3.63 0.44 6.11 6.06 0.97 0.67 0.98 50th-Percentile Queue Length [ft/ln] 12.65 50.78 50.43 6.12 84.91 84.15 13.46 9.24 13.62 50th-Percentile Queue Length [veh/ln] 0.51 2.03 2.02 0.24 3.40 3.37 0.54 0.37 0.54 Critical Lane Group Yes No No No No Yes No No Yes
Lane Group LOS C A A C B B B B B
d, Delay for Lane Group [s/veh] 22.41 8.47 8.48 25.32 11.45 11.49 15.65 15.78 16.18 X, volume / capacity 0.52 0.57 0.57 0.44 0.78 0.78 0.19 0.22 0.27 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 4.16 0.60 0.60 6.25 1.71 1.74 0.23 0.50 0.53 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 d1, Uniform Delay [s] 18.26 7.88 7.88 19.06 9.74 9.75 15.42 15.28 15.65 c, Capacity [veh/h] 100 859 852 48 804 794 386 218 271
s, saturation flow rate [veh/h] 1781 1870 1856 1781 1870 1846 1687 1589 999 (v / s)_i Volume / Saturation Flow Rate 0.03 0.26 0.26 0.01 0.34 0.34 0.04 0.03 0.07 g / C, Green / Cycle 0.06 0.46 0.46 0.03 0.43 0.43 0.14 0.14 0.14 g_i, Effective Green Time [s] 2 18 18 1 17 17 5 5 5
l2, Clearance Lost Time [s] 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 0.00 2.00 L, Total Lost Time per Cycle [s] 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 40 40 40 40 40 40 40 40 40
Lane Group L C C L C C C R C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2350
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 22.41 8.47 8.48 25.32 11.47 11.49 15.65 15.65 15.78 16.18 16.18 16.18 Movement LOS C A A C B B B B B B B B
d_A, Approach Delay [s/veh] 9.18 11.70 15.70 16.18
Approach LOS A B B B
d_I, Intersection Delay [s/veh] 10.99
Intersection LOS B
Intersection V/C 0.568
Other Modes
g_Walk,mi, Effective Walk Time [s] 12.0 0.0 12.0 12.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 9.65 0.00 9.65 9.65
I_p,int, Pedestrian LOS Score for Intersection 2.824 0.000 1.949 1.729 Crosswalk LOS C F A A
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 3024 3024 2016 2016 d_b, Bicycle Delay [s] 5.20 5.20 0.00 0.00
I_b,int, Bicycle LOS Score for Intersection 2.405 2.609 1.758 1.680 Bicycle LOS B B A A
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2351
Agenda Item # 10.

Volume to Capacity (v/c): 0.675
Level Of Service: C
Delay (sec / veh): 20.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 2: San Antonio Rd. @ Almond Ave.

Intersection Level Of Service Report
Crosswalk No Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 15.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 90.00 100.00 100.00 150.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 260.00 No. of Lanes in Entry Pocket 1 0 0 1 0 0 0 0 0 0 0 1
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northbound Southbound Eastbound Westbound
Name N San Antonio Rd. N San Antonio Rd. Amendra Pl. Almond Avenue Intersection Setup
Version 2021 (SP 0-4)
Generated with
2352
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 8 987 324 144 1112 22 12 0 2 248 0 144 Total 15-Minute Volume [veh/h] 2 247 81 36 278 6 3 0 1 62 0 36 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 8 987 324 144 1112 22 12 0 2 248 0 144 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 4 18 2 0 33 20 12 0 2 -3 0 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 3 821 273 122 914 2 0 0 0 213 0 122 Name N San Antonio Rd. N San Antonio Rd. Amendra Pl. Almond Avenue Volumes
Version 2021 (SP 0-4)
Generated with
2353
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 3.0 3.0 0.0 3.0 3.0 0.0 0.0 3.0 0.0 0.0 3.0 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 0.0 2.0 0.0 0.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 18 0 0 27 0 0 27 0
Walk [s] 0 0 0 0 8 0 0 8 0 0 8 0
Vehicle Extension [s] 4.0 6.0 0.0 4.0 6.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Split [s] 0 0 0 0 0 0 0 0 0 0 0 0
All red [s] 1.0 1.0 0.0 1.0 1.0 0.0 0.0 1.0 0.0 0.0 1.0 0.0 Amber [s] 4.0 4.0 0.0 4.0 4.0 0.0 0.0 4.0 0.0 0.0 4.0 0.0 Maximum Green [s] 15 60 0 25 60 0 0 40 0 0 40 0
Minimum Green [s] 0 10 0 5 10 0 0 5 0 0 5 0
Lead / Lag Lead - - Lead - - - - - - - -
Auxiliary Signal Groups
Signal Group 5 2 0 1 6 0 0 8 0 0 8 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Permiss Permiss Permiss Permiss Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 0.0
Actuation Type Fully actuated
Coordination Type Free Running
Cycle Length [s] 90
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2354
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 23.29 389.75 370.92 152.46 236.61 235.60 13.82 214.12 119.41 95th-Percentile Queue Length [veh/ln] 0.93 15.59 14.84 6.10 9.46 9.42 0.55 8.56 4.78 50th-Percentile Queue Length [ft/ln] 12.94 258.03 243.08 84.70 139.69 138.95 7.68 123.13 66.34 50th-Percentile Queue Length [veh/ln] 0.52 10.32 9.72 3.39 5.59 5.56 0.31 4.93 2.65 Critical Lane Group No No Yes Yes No No No Yes No
Lane Group LOS F C C D B B C C C
d, Delay for Lane Group [s/veh] 187.54 20.18 20.76 47.48 10.87 10.88 32.67 33.53 30.64 X, volume / capacity 0.92 0.72 0.72 0.78 0.50 0.50 0.09 0.59 0.42 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 144.28 3.65 4.13 9.50 1.24 1.25 0.36 1.83 1.17 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.15 0.39 0.39 0.15 0.39 0.39 0.15 0.15 0.15 d1, Uniform Delay [s] 43.26 16.53 16.63 37.98 9.63 9.63 32.31 31.70 29.46 c, Capacity [veh/h] 9 951 872 185 1136 1128 154 424 342 s, saturation flow rate [veh/h] 1781 1870 1715 1781 1870 1857 358 1584 1589 (v / s)_i Volume / Saturation Flow Rate 0.00 0.36 0.37 0.08 0.30 0.30 0.04 0.16 0.09 g / C, Green / Cycle 0.00 0.51 0.51 0.10 0.61 0.61 0.21 0.21 0.21 g_i, Effective Green Time [s] 0 44 44 9 53 53 19 19 19
l2, Clearance Lost Time [s] 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 2.00 2.00 0.00 L, Total Lost Time per Cycle [s] 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 C, Cycle Length [s] 87 87 87 87 87 87 87 87 87
Lane Group L C C L C C C C R
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2355
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 187.54 20.36 20.76 47.48 10.87 10.88 32.67 32.67 32.67 33.53 33.53 30.64 Movement LOS F C C D B B C C C C C C
d_A, Approach Delay [s/veh] 21.47 15.00 32.67 32.47
Approach LOS C B C C
d_I, Intersection Delay [s/veh] 20.20
Intersection LOS C
Intersection V/C 0.675
Other Modes
g_Walk,mi, Effective Walk Time [s] 0.0 12.0 12.0 -5.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 0.00 32.25 32.25 48.56
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.864 1.722 2.233 Crosswalk LOS F C A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1382 1382 921 921 d_b, Bicycle Delay [s] 4.15 4.15 12.63 12.63
I_b,int, Bicycle LOS Score for Intersection 2.648 2.614 1.583 2.206 Bicycle LOS B B A B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2356
Agenda Item # 10.

Volume to Capacity (v/c): 0.702
Level Of Service: B
Delay (sec / veh): 19.3
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 25: El Camino Real @ Cesano Ct. / Los Altos Ave.

Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 25.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 280.00 100.00 100.00 140.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Los Altos Ave. Cesano Ct. El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2357
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 129 6 96 15 2 21 87 1351 13 48 2116 188 Total 15-Minute Volume [veh/h] 32 2 24 4 1 5 22 338 3 12 529 47 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 129 6 96 15 2 21 87 1351 13 48 2116 188 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 5 0 -1 0 0 0 0 98 0 0 99 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 105 5 82 13 2 18 74 1062 11 41 1709 159 Name Los Altos Ave. Cesano Ct. El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2358
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No No No No
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.1 2.1 0.0 2.1 2.1 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 10 0 0 10 0 0 10 0 0 10 0
Walk [s] 0 30 0 0 32 0 0 15 0 0 0 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 74 0 0 74 0 61 30 0 46 15 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 4.1 4.1 0.0 4.1 4.1 0.0 Maximum Green [s] 0 26 0 0 23 0 20 30 0 20 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 8 0 0 4 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 116.0
Actuation Type Fully actuated
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2359
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 226.16 144.12 59.31 165.23 252.51 266.16 91.01 526.95 556.53 95th-Percentile Queue Length [veh/ln] 9.05 5.76 2.37 6.61 10.10 10.65 3.64 21.08 22.26 50th-Percentile Queue Length [ft/ln] 131.96 80.06 32.95 91.79 151.56 161.84 50.56 369.36 393.81 50th-Percentile Queue Length [veh/ln] 5.28 3.20 1.32 3.67 6.06 6.47 2.02 14.77 15.75 Critical Lane Group No No Yes Yes No No No No Yes
Lane Group LOS E D E F B B F B B
d, Delay for Lane Group [s/veh] 63.94 53.01 57.80 82.01 10.14 10.52 81.17 15.81 17.39 X, volume / capacity 0.69 0.32 0.51 0.80 0.37 0.37 0.67 0.64 0.65 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 4.41 0.60 5.33 12.50 0.42 0.81 10.19 1.34 2.75 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.11 0.11 0.11 0.11 0.50 0.50 0.11 0.50 0.50 d1, Uniform Delay [s] 59.53 52.41 52.47 69.51 9.72 9.72 70.98 14.47 14.64 c, Capacity [veh/h] 194 302 74 109 2452 1281 72 2378 1198 s, saturation flow rate [veh/h] 777 1589 216 1781 3560 1861 1781 3560 1794 (v / s)_i Volume / Saturation Flow Rate 0.17 0.06 0.18 0.05 0.25 0.25 0.03 0.43 0.43 g / C, Green / Cycle 0.19 0.19 0.19 0.06 0.69 0.69 0.04 0.67 0.67 g_i, Effective Green Time [s] 29 29 29 9 103 103 6 100 100 l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.10 2.10 2.10 2.10 2.10 2.10 l1_p, Permitted Start-Up Lost Time [s] 2.00 0.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.10 4.10 4.10 4.10 4.10 4.10 C, Cycle Length [s] 150 150 150 150 150 150 150 150 150 Lane Group C R C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2360
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 63.94 63.94 53.01 57.80 57.80 57.80 82.01 10.27 10.52 81.17 16.25 17.39 Movement LOS E E D E E E F B B F B B
d_A, Approach Delay [s/veh] 59.40 57.80 14.57 17.67
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 19.31
Intersection LOS B
Intersection V/C 0.702
Other Modes
g_Walk,mi, Effective Walk Time [s] 4.0 19.0 34.0 36.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 71.05 57.20 44.85 43.32
I_p,int, Pedestrian LOS Score for Intersection 2.134 1.777 3.223 3.412 Crosswalk LOS B A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 933 933 345 145 d_b, Bicycle Delay [s] 21.33 21.33 51.34 64.50
I_b,int, Bicycle LOS Score for Intersection 1.941 1.622 2.358 2.853 Bicycle LOS A A B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2361
Agenda Item # 10.

Volume to Capacity (v/c): 0.955
Level Of Service: F
Delay (sec / veh): 88.4
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 26: El Camino Real @ San Antonio Rd.

Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 35.00 35.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 100.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 1 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 160.00 100.00 100.00 420.00 100.00 100.00 100.00 100.00 100.00 520.00 100.00 100.00 No. of Lanes in Entry Pocket 1 0 0 2 0 0 0 0 0 2 0 0
Lane Width [ft] 12.00 12.00 12.00 11.00 11.00 11.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name N San Antonio Rd. N San Antonio Rd. El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2362
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 244 564 97 404 782 223 425 976 166 524 1672 251 Total 15-Minute Volume [veh/h] 61 141 24 101 196 56 106 244 42 131 418 63 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 244 564 97 404 782 223 425 976 166 524 1672 251 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 34 -4 49 52 50 1 49 18 10 59 1 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 207 449 86 301 619 147 359 786 125 436 1367 212 Name N San Antonio Rd. N San Antonio Rd. El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2363
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes No Yes No Yes No Yes
Maximum Recall No No No No No No No No
Minimum Recall No No No No No Yes No Yes
l2, Clearance Lost Time [s] 2.6 2.6 0.0 2.6 2.6 0.0 2.6 2.6 0.0 3.1 2.6 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 35 0 0 37 0 0 32 0 0 29 0
Walk [s] 0 4 0 0 4 0 0 4 0 0 4 0
Vehicle Extension [s] 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 20 44 0 23 47 0 25 49 0 34 58 0
All red [s] 0.5 0.5 0.0 0.5 0.5 0.0 0.5 0.5 0.0 1.0 0.5 0.0 Amber [s] 4.1 4.1 0.0 4.1 4.1 0.0 4.1 4.1 0.0 4.1 4.1 0.0 Maximum Green [s] 21 29 0 14 27 0 21 30 0 26 20 0
Minimum Green [s] 5 5 0 5 5 0 5 5 0 5 5 0
Lead / Lag Lead - - Lead - - Lag - - Lead - -
Auxiliary Signal Groups
Signal Group 3 8 0 7 4 0 1 6 0 5 2 0
Control Type Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 45.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD Yes
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2364
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 224.86 478.90 460.65 407.57 539.72 305.40 401.94 510.05 525.63 409.87 1095.12 1206.98 95th-Percentile Queue Length [veh/ln] 8.99 19.16 18.43 16.30 21.59 12.22 16.08 20.40 21.03 16.39 43.80 48.28 50th-Percentile Queue Length [ft/ln] 131.01 329.95 315.09 264.42 379.89 191.83 267.17 355.45 368.27 274.11 785.37 858.15 50th-Percentile Queue Length [veh/ln] 5.24 13.20 12.60 10.58 15.20 7.67 10.69 14.22 14.73 10.96 31.41 34.33 Critical Lane Group No No Yes Yes No No Yes No No No No Yes Lane Group LOS F E E F E D F E E E F F
d, Delay for Lane Group [s/veh] 81.36 63.08 63.67 128.01 61.75 51.05 109.53 56.31 63.12 74.95 113.97 136.07 X, volume / capacity 0.76 0.77 0.77 1.06 0.86 0.55 1.00 0.81 0.81 0.87 1.12 1.15 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 15.83 12.02 12.61 62.21 10.70 5.33 44.73 7.42 14.23 16.17 65.67 87.77 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 65.53 51.06 51.06 65.80 51.05 45.72 64.80 48.89 48.89 58.78 48.30 48.30 c, Capacity [veh/h] 320 442 420 382 906 404 423 949 462 600 1141 561 s, saturation flow rate [veh/h] 3113 1683 1598 3113 3204 1431 3113 3204 1561 3113 3204 1575 (v / s)_i Volume / Saturation Flow Rate 0.08 0.20 0.20 0.13 0.24 0.16 0.14 0.24 0.24 0.17 0.40 0.41 g / C, Green / Cycle 0.10 0.26 0.26 0.12 0.28 0.28 0.14 0.30 0.30 0.19 0.36 0.36 g_i, Effective Green Time [s] 15 39 39 18 42 42 20 44 44 29 53 53 l2, Clearance Lost Time [s] 2.60 2.60 2.60 2.60 2.60 2.60 2.60 2.60 2.60 3.10 2.60 2.60 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 4.60 5.10 4.60 4.60 C, Cycle Length [s] 150 150 150 150 150 150 150 150 150 150 150 150 Lane Group L C C L C R L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2365
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 81.36 63.31 63.67 128.01 61.75 51.05 109.53 57.76 63.12 74.95 119.19 136.07 Movement LOS F E E F E D F E E E F F
d_A, Approach Delay [s/veh] 68.22 79.05 72.37 111.45
Approach LOS E E E F
d_I, Intersection Delay [s/veh] 88.38
Intersection LOS F
Intersection V/C 0.955
Other Modes
g_Walk,mi, Effective Walk Time [s] 8.0 8.0 8.0 8.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 67.21 67.21 67.21 67.21
I_p,int, Pedestrian LOS Score for Intersection 3.004 3.130 3.283 3.305 Crosswalk LOS C C C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 525 565 592 712 d_b, Bicycle Delay [s] 40.77 38.59 37.17 31.11
I_b,int, Bicycle LOS Score for Intersection 2.306 2.722 2.421 2.905 Bicycle LOS B B B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 7 8 - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2366
Agenda Item # 10.

Volume to Capacity (v/c): 0.658
Level Of Service: D
Delay (sec / veh): 46.1
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 28: El Camino Real @ Jordan Ave.

Intersection Level Of Service Report
Crosswalk Yes Yes Yes No
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 15.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 235.00 100.00 100.00 130.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Jordan Ave. Driveway El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2367
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 89 1 129 6 4 14 80 1511 6 31 2212 82 Total 15-Minute Volume [veh/h] 22 0 32 2 1 4 20 378 2 8 553 21 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 89 1 129 6 4 14 80 1511 6 31 2212 82 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 15 0 22 0 0 0 4 51 0 0 100 -7 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 63 1 91 5 3 12 64 1237 5 26 1790 75 Name Jordan Ave. Driveway El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2368
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall Yes Yes No Yes No Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.2 0.0 0.0 2.2 0.0 1.7 2.1 0.0 1.7 2.1 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 31 0 0 31 0 0 17 0 0 17 0
Walk [s] 0 5 0 0 5 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 41 0 0 41 0 33 68 0 31 66 0
All red [s] 0.0 0.5 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.7 0.0 0.0 3.7 0.0 3.7 4.1 0.0 3.7 4.1 0.0 Maximum Green [s] 0 23 0 0 23 0 21 30 0 21 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 8 0 0 8 0 5 2 0 1 6 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 95.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 140
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2369
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 287.55 30.30 110.31 468.04 498.23 42.23 906.03 999.80 95th-Percentile Queue Length [veh/ln] 11.50 1.21 4.41 18.72 19.93 1.69 36.24 39.99 50th-Percentile Queue Length [ft/ln] 178.11 16.83 61.28 321.10 345.76 23.46 690.55 771.97 50th-Percentile Queue Length [veh/ln] 7.12 0.67 2.45 12.84 13.83 0.94 27.62 30.88 Critical Lane Group Yes No Yes No No No No Yes
Lane Group LOS D D D C C D D E
d, Delay for Lane Group [s/veh] 48.21 38.82 47.14 30.44 31.99 46.67 52.71 62.24 X, volume / capacity 0.50 0.06 0.21 0.61 0.61 0.09 0.96 0.97 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 4.06 0.24 1.31 1.73 3.28 0.51 14.88 24.23 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 44.14 38.58 45.82 28.71 28.71 46.17 37.83 38.01 c, Capacity [veh/h] 437 435 373 1625 852 347 1574 812
s, saturation flow rate [veh/h] 1525 1534 1781 3560 1866 1781 3560 1836 (v / s)_i Volume / Saturation Flow Rate 0.14 0.02 0.04 0.28 0.28 0.02 0.42 0.43 g / C, Green / Cycle 0.26 0.26 0.21 0.46 0.46 0.20 0.44 0.44 g_i, Effective Green Time [s] 37 37 29 64 64 27 62 62
l2, Clearance Lost Time [s] 2.20 2.20 1.70 2.10 2.10 1.70 2.10 2.10 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.20 4.20 3.70 4.10 4.10 3.70 4.10 4.10 C, Cycle Length [s] 140 140 140 140 140 140 140 140
Lane Group C C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2370
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 48.21 48.21 48.21 38.82 38.82 38.82 47.14 30.97 31.99 46.67 55.73 62.24 Movement LOS D D D D D D D C C D E E
d_A, Approach Delay [s/veh] 48.21 38.82 31.78 55.84
Approach LOS D D C E
d_I, Intersection Delay [s/veh] 46.12
Intersection LOS D
Intersection V/C 0.658
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 9.0 0.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 59.43 59.43 61.29 0.00
I_p,int, Pedestrian LOS Score for Intersection 1.892 1.751 3.266 0.000 Crosswalk LOS A A C F
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 526 526 913 884 d_b, Bicycle Delay [s] 38.04 38.04 20.68 21.78
I_b,int, Bicycle LOS Score for Intersection 1.921 1.599 2.438 2.838 Bicycle LOS A A B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2371
Agenda Item # 10.

Volume to Capacity (v/c): 0.900
Level Of Service: F
Delay (sec / veh): 490.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 29: El Camino Real @ Distel Cir.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 49.21 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 1 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 220.00 100.00 100.00 150.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Distel Cir. Diveway El Camino Real El Camino Real
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 12 0 35 1 0 0 46 1638 0 17 1994 23 Total 15-Minute Volume [veh/h] 3 0 9 0 0 0 12 410 0 4 499 6 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 12 0 35 1 0 0 46 1638 0 17 1994 23 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 1 0 1 0 0 0 6 60 0 0 121 8 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 9 0 29 1 0 0 34 1337 0 14 1587 13 Name Distel Cir. Diveway El Camino Real El Camino Real
Volumes
Version 2021 (SP 0-4)
Generated with
2372
Agenda Item # 10.

Intersection LOS F
d_I, Intersection Delay [s/veh] 4.58
Approach LOS F F A A
d_A, Approach Delay [s/veh] 302.66 254.06 1.39 0.22
95th-Percentile Queue Length [ft/ln] 109.96 109.96 109.96 4.71 4.71 4.71 38.77 0.00 0.00 7.26 0.00 0.00 95th-Percentile Queue Length [veh/ln] 4.40 4.40 4.40 0.19 0.19 0.19 1.55 0.00 0.00 0.29 0.00 0.00 Movement LOS F F F F F D F A A D A A
d_M, Delay for Movement [s/veh] 490.72 1778.32 238.19 254.06 1606.68 33.77 51.02 0.00 0.00 25.77 0.00 0.00 V/C, Movement V/C Ratio 0.90 0.00 0.17 0.06 0.00 0.00 0.38 0.02 0.00 0.09 0.02 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2373
Agenda Item # 10.

Volume to Capacity (v/c): 0.625
Level Of Service: D
Delay (sec / veh): 50.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 30: El Camino Real @ Distel Dr.

Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 155.00 100.00 100.00 145.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Distel Dr. Driveway El Camino Real El Camino Real
Intersection Setup
Version 2021 (SP 0-4)
Generated with
2374
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 50 0 124 0 0 0 90 1605 0 7 2305 25 Total 15-Minute Volume [veh/h] 13 0 31 0 0 0 23 401 0 2 576 6 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 50 0 124 0 0 0 90 1605 0 7 2305 25 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 7 0 0 0 10 66 0 0 122 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 42 0 99 0 0 0 68 1304 0 6 1850 21 Name Distel Dr. Driveway El Camino Real El Camino Real
Volumes
Version 2021 (SP 0-4)
Generated with
2375
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No
Maximum Recall No No No No No
Minimum Recall No No Yes No Yes
l2, Clearance Lost Time [s] 1.7 1.7 0.0 0.0 0.0 0.0 1.7 2.1 0.0 1.7 2.1 0.0 l1, Start-Up Lost Time [s] 2.0 2.0 0.0 0.0 0.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 30 30 0 0 0 0 0 18 0 0 18 0
Walk [s] 7 7 0 0 0 0 0 7 0 0 7 0
Vehicle Extension [s] 3.0 3.0 0.0 0.0 0.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 44 44 0 0 0 0 36 73 0 33 70 0
All red [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 3.7 3.7 0.0 0.0 0.0 0.0 3.7 4.1 0.0 3.7 4.1 0.0 Maximum Green [s] 18 18 0 0 0 0 23 30 0 25 30 0
Minimum Green [s] 5 5 0 0 0 0 5 5 0 5 5 0
Lead / Lag Lag - - - - - Lag - - Lead - -
Auxiliary Signal Groups
Signal Group 8 8 0 0 0 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 134.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2376
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 241.63 133.06 532.23 567.50 10.08 1005.35 1105.46 95th-Percentile Queue Length [veh/ln] 9.67 5.32 21.29 22.70 0.40 40.21 44.22 50th-Percentile Queue Length [ft/ln] 143.43 73.92 373.71 402.90 5.60 776.80 864.38 50th-Percentile Queue Length [veh/ln] 5.74 2.96 14.95 16.12 0.22 31.07 34.58 Critical Lane Group Yes Yes No No No No Yes
Lane Group LOS D D C C D E E
d, Delay for Lane Group [s/veh] 47.51 50.07 33.08 34.82 48.86 59.39 68.33 X, volume / capacity 0.39 0.23 0.64 0.64 0.02 0.98 0.98 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00
d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 2.64 1.43 1.96 3.70 0.11 18.06 26.94 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 44.87 48.64 31.12 31.12 48.75 41.33 41.39 c, Capacity [veh/h] 441 383 1635 859 348 1564 817
s, saturation flow rate [veh/h] 1640 1781 3560 1870 1781 3560 1860 (v / s)_i Volume / Saturation Flow Rate 0.11 0.05 0.30 0.30 0.00 0.43 0.43 g / C, Green / Cycle 0.27 0.22 0.46 0.46 0.20 0.44 0.44 g_i, Effective Green Time [s] 40 32 69 69 29 66 66
l2, Clearance Lost Time [s] 1.70 1.70 2.10 2.10 1.70 2.10 2.10 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 3.70 3.70 4.10 4.10 3.70 4.10 4.10 C, Cycle Length [s] 150 150 150 150 150 150 150
Lane Group C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2377
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 47.51 47.51 47.51 0.00 0.00 0.00 50.07 33.68 34.82 48.86 62.40 68.33 Movement LOS D D D D C C D E E
d_A, Approach Delay [s/veh] 47.51 0.00 34.55 62.42
Approach LOS D A C E
d_I, Intersection Delay [s/veh] 50.57
Intersection LOS D
Intersection V/C 0.625
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 11.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 64.40 64.40 64.40 64.40
I_p,int, Pedestrian LOS Score for Intersection 1.857 1.743 3.288 3.267 Crosswalk LOS A A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 537 0 919 879 d_b, Bicycle Delay [s] 40.11 75.00 21.92 23.58
I_b,int, Bicycle LOS Score for Intersection 1.847 1.560 2.492 2.845 Bicycle LOS A A B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2378
Agenda Item # 10.

Volume to Capacity (v/c): 0.613
Level Of Service: E
Delay (sec / veh): 55.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 31: El Camino Real @ Rengstorff Ave.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 15.00 25.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 150.00 230.00 100.00 100.00 180.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 1 1 0 0 2 0 0
Lane Width [ft] 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 11.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Rengstorff Ave. El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2379
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 18 8 15 325 14 176 100 1398 274 259 2250 30 Total 15-Minute Volume [veh/h] 5 2 4 81 4 44 25 350 69 65 563 8 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 18 8 15 325 14 176 100 1398 274 259 2250 30 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 18 8 15 3 14 17 24 40 37 17 82 30 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 0 0 273 0 135 64 1151 201 205 1837 0 Name Driveway Rengstorff Ave. El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2380
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No No No No No No
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 1.7 0.0 0.0 1.7 0.0 1.7 2.1 0.0 1.7 2.1 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 34 0 0 34 0 10 30 0 0 30 0
Walk [s] 0 4 0 0 4 0 5 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 9 0 0 42 0 31 66 0 33 68 0
All red [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.7 0.0 0.0 3.7 0.0 3.7 4.1 0.0 3.7 4.1 0.0 Maximum Green [s] 0 16 0 0 15 0 16 30 0 21 30 0
Minimum Green [s] 0 5 0 0 5 0 5 5 0 5 5 0
Lead / Lag - - - - - - Lag - - Lead - -
Auxiliary Signal Groups
Signal Group 0 3 0 0 4 0 1 6 0 5 2 0
Control Type Split Split Split Split Split Split Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 0.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 132.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2381
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 107.14 236.91 237.61 250.18 157.63 635.65 642.65 196.43 1006.06 1109.88 95th-Percentile Queue Length [veh/ln] 4.29 9.48 9.50 10.01 6.31 25.43 25.71 7.86 40.24 44.40 50th-Percentile Queue Length [ft/ln] 59.52 139.92 140.44 149.82 87.57 459.82 465.69 110.31 777.42 868.25 50th-Percentile Queue Length [veh/ln] 2.38 5.60 5.62 5.99 3.50 18.39 18.63 4.41 31.10 34.73 Critical Lane Group Yes No No Yes Yes No No No No Yes
Lane Group LOS F D D D E D D D E E
d, Delay for Lane Group [s/veh] 118.00 48.28 48.27 50.12 55.63 41.73 45.79 54.14 62.77 72.46 X, volume / capacity 0.67 0.37 0.37 0.43 0.31 0.77 0.77 0.38 0.99 0.99 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 46.50 2.33 2.32 3.35 2.46 3.88 7.88 1.65 20.14 29.72 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 71.50 45.95 45.95 46.77 53.17 37.85 37.91 52.49 42.63 42.74 c, Capacity [veh/h] 61 455 457 406 324 1469 709 676 1517 791 s, saturation flow rate [veh/h] 1721 1781 1788 1589 1781 3560 1718 3459 3560 1857 (v / s)_i Volume / Saturation Flow Rate 0.02 0.09 0.09 0.11 0.06 0.32 0.32 0.07 0.42 0.42 g / C, Green / Cycle 0.04 0.26 0.26 0.26 0.18 0.41 0.41 0.20 0.43 0.43 g_i, Effective Green Time [s] 5 38 38 38 27 62 62 29 64 64 l2, Clearance Lost Time [s] 1.70 1.70 1.70 1.70 1.70 2.10 2.10 1.70 2.10 2.10 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 3.70 3.70 3.70 3.70 3.70 4.10 4.10 3.70 4.10 4.10 C, Cycle Length [s] 150 150 150 150 150 150 150 150 150 150 Lane Group C L C R L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2382
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 118.00 118.00 118.00 48.28 48.27 50.12 55.63 42.52 45.79 54.14 66.01 72.46 Movement LOS F F F D D D E D D D E E
d_A, Approach Delay [s/veh] 118.00 48.91 43.76 64.88
Approach LOS F D D E
d_I, Intersection Delay [s/veh] 55.95
Intersection LOS E
Intersection V/C 0.613
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 0.0 8.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 64.40 64.40 0.00 67.21
I_p,int, Pedestrian LOS Score for Intersection 1.784 2.496 0.000 3.339 Crosswalk LOS A B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 71 511 825 852 d_b, Bicycle Delay [s] 69.79 41.59 25.87 24.71
I_b,int, Bicycle LOS Score for Intersection 1.627 2.409 2.534 2.956 Bicycle LOS A B B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 4 3 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2383
Agenda Item # 10.

Volume to Capacity (v/c): 0.630
Level Of Service: E
Delay (sec / veh): 73.6
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 45: El Camino Real @ Del Medio Ave.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 15.00 25.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 75.00 240.00 100.00 100.00 120.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 1 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Del Medio Av. El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2384
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 0 1 4 53 0 165 72 1368 113 163 2347 2 Total 15-Minute Volume [veh/h] 0 0 1 13 0 41 18 342 28 41 587 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 1 4 53 0 165 72 1368 113 163 2347 2 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 99 0 24 70 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 1 3 45 0 140 61 1075 96 118 1930 2 Name Driveway Del Medio Av. El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2385
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes Yes Yes Yes Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.1 0.0 0.0 2.1 0.0 2.5 2.6 0.0 2.5 2.6 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 32 0 0 18 0 0 12 0
Walk [s] 0 0 0 0 5 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 19 0 0 42 0 24 60 0 29 65 0
All red [s] 0.0 0.5 0.0 0.0 0.5 0.0 0.5 0.5 0.0 0.5 0.5 0.0 Amber [s] 0.0 3.6 0.0 0.0 3.6 0.0 4.0 4.1 0.0 4.0 4.1 0.0 Maximum Green [s] 0 12 0 0 5 0 20 30 0 20 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 3 0 0 4 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 105.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2386
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 8.68 73.01 236.63 122.70 582.78 607.87 262.10 1198.14 1303.50 95th-Percentile Queue Length [veh/ln] 0.35 2.92 9.47 4.91 23.31 24.31 10.48 47.93 52.14 50th-Percentile Queue Length [ft/ln] 4.82 40.56 139.71 68.17 415.61 436.54 158.78 891.65 979.05 50th-Percentile Queue Length [veh/ln] 0.19 1.62 5.59 2.73 16.62 17.46 6.35 35.67 39.16 Critical Lane Group Yes No Yes Yes No No No No Yes
Lane Group LOS E D D E D D E F F
d, Delay for Lane Group [s/veh] 61.38 43.71 49.83 62.63 45.16 48.79 65.39 91.30 99.50 X, volume / capacity 0.03 0.12 0.41 0.31 0.75 0.75 0.56 1.07 1.07 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.35 0.53 3.09 3.47 3.93 7.56 7.60 46.50 54.70 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 61.03 43.17 46.74 59.16 41.22 41.23 57.79 44.80 44.80 c, Capacity [veh/h] 163 450 402 232 1315 664 291 1434 753 s, saturation flow rate [veh/h] 1639 1781 1589 1781 3560 1798 1781 3560 1869 (v / s)_i Volume / Saturation Flow Rate 0.00 0.03 0.10 0.04 0.28 0.28 0.09 0.43 0.43 g / C, Green / Cycle 0.10 0.25 0.25 0.13 0.37 0.37 0.16 0.40 0.40 g_i, Effective Green Time [s] 15 38 38 20 55 55 25 60 60 l2, Clearance Lost Time [s] 2.10 2.10 2.10 2.50 2.60 2.60 2.50 2.60 2.60 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.10 4.10 4.10 4.50 4.60 4.60 4.50 4.60 4.60 C, Cycle Length [s] 150 150 150 150 150 150 150 150 150 Lane Group C L C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2387
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 61.38 61.38 61.38 43.71 49.83 49.83 62.63 46.18 48.79 65.39 94.12 99.50 Movement LOS E E E D D D E D D E F F
d_A, Approach Delay [s/veh] 61.38 48.34 47.13 92.26
Approach LOS E D D F
d_I, Intersection Delay [s/veh] 73.64
Intersection LOS E
Intersection V/C 0.630
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 64.40 64.40 0.00 66.27
I_p,int, Pedestrian LOS Score for Intersection 1.758 2.099 0.000 3.183 Crosswalk LOS A B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 199 505 739 805 d_b, Bicycle Delay [s] 60.84 41.89 29.83 26.76
I_b,int, Bicycle LOS Score for Intersection 1.568 1.919 2.414 2.941 Bicycle LOS A A B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2388
Agenda Item # 10.

Volume to Capacity (v/c): 0.651
Level Of Service: E
Delay (sec / veh): 76.2
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 51: El Camino Real @ Showers Dr.

Intersection Level Of Service Report
Crosswalk Yes Yes No Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 15.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 190.00 100.00 100.00 165.00 100.00 100.00 360.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 1 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Showers Drive El Camino Real El Camino Real Intersection Setup
Version 2021 (SP 0-4)
Generated with
2389
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 60 32 97 237 35 140 104 1248 179 280 1940 144 Total 15-Minute Volume [veh/h] 15 8 24 59 9 35 26 312 45 70 485 36 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 60 32 97 237 35 140 104 1248 179 280 1940 144 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 0 0 0 0 68 0 0 102 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 51 27 82 201 30 119 88 1000 152 237 1558 122 Name Driveway Showers Drive El Camino Real El Camino Real Volumes
Version 2021 (SP 0-4)
Generated with
2390
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes No Yes No Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.2 0.0 0.0 2.1 0.0 2.2 2.4 0.0 1.7 2.4 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 32 0 0 24 0 0 24 0
Walk [s] 0 0 0 0 5 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 25 0 0 42 0 23 48 0 35 60 0
All red [s] 0.0 0.5 0.0 0.0 0.0 0.0 0.5 0.0 0.0 0.0 0.0 0.0 Amber [s] 0.0 3.7 0.0 0.0 4.1 0.0 3.7 4.4 0.0 3.7 4.4 0.0 Maximum Green [s] 0 23 0 0 19 0 16 30 0 26 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lag - -
Auxiliary Signal Groups
Signal Group 0 3 0 0 4 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 12.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 63.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2391
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 159.73 173.83 194.16 195.88 203.04 184.76 665.89 699.41 419.90 1033.79 1134.70 95th-Percentile Queue Length [veh/ln] 6.39 6.95 7.77 7.84 8.12 7.39 26.64 27.98 16.80 41.35 45.39 50th-Percentile Queue Length [ft/ln] 88.74 96.57 108.67 109.91 115.08 102.65 485.26 513.58 282.16 774.44 850.75 50th-Percentile Queue Length [veh/ln] 3.55 3.86 4.35 4.40 4.60 4.11 19.41 20.54 11.29 30.98 34.03 Critical Lane Group No Yes No No Yes Yes No No No No Yes Lane Group LOS E E D D D E E E E F F
d, Delay for Lane Group [s/veh] 62.71 65.52 47.04 47.01 48.31 67.78 66.36 76.49 68.95 84.00 98.09 X, volume / capacity 0.37 0.44 0.30 0.30 0.35 0.47 0.92 0.92 0.75 1.04 1.06 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 4.09 6.26 1.71 1.69 2.38 6.84 14.77 24.90 13.23 36.80 50.89 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 58.62 59.26 45.33 45.33 45.93 60.94 51.59 51.60 55.73 47.20 47.20 c, Capacity [veh/h] 251 220 450 456 402 223 1035 509 372 1320 669 s, saturation flow rate [veh/h] 1811 1589 1781 1803 1589 1781 3560 1752 1781 3560 1805 (v / s)_i Volume / Saturation Flow Rate 0.05 0.06 0.08 0.08 0.09 0.06 0.27 0.27 0.16 0.39 0.39 g / C, Green / Cycle 0.14 0.14 0.25 0.25 0.25 0.13 0.29 0.29 0.21 0.37 0.37 g_i, Effective Green Time [s] 21 21 38 38 38 19 44 44 31 56 56 l2, Clearance Lost Time [s] 2.20 2.20 2.10 2.10 2.10 2.20 2.40 2.40 1.70 2.40 2.40 l1_p, Permitted Start-Up Lost Time [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.20 4.20 4.10 4.10 4.10 4.20 4.40 4.40 3.70 4.40 4.40 C, Cycle Length [s] 150 150 150 150 150 150 150 150 150 150 150 Lane Group C R L C R L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2392
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 62.71 62.71 65.52 47.03 47.01 48.31 67.78 68.73 76.49 68.95 88.09 98.09 Movement LOS E E E D D D E E E E F F
d_A, Approach Delay [s/veh] 64.15 47.46 69.58 86.43
Approach LOS E D E F
d_I, Intersection Delay [s/veh] 76.18
Intersection LOS E
Intersection V/C 0.651
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 0.0 9.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 64.40 64.40 0.00 66.27
I_p,int, Pedestrian LOS Score for Intersection 2.041 2.376 0.000 3.239 Crosswalk LOS B B F C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 277 505 581 741 d_b, Bicycle Delay [s] 55.64 41.89 37.74 29.70
I_b,int, Bicycle LOS Score for Intersection 1.871 2.239 2.402 2.860 Bicycle LOS A B B C
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 3 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2393
Agenda Item # 10.

Volume to Capacity (v/c): 0.512
Level Of Service: D
Delay (sec / veh): 48.7
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Signalized
Intersection 113: El Camino Real @ Ortega Ave
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Curb Present No No No No
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 30.00 30.00 35.00 35.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 125.00 100.00 100.00 200.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 1 0 0 1 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Driveway Ortega Ave El Camino Real El Camino Real
Intersection Setup
Version 2021 (SP 0-4)
Generated with
2394
Agenda Item # 10.

Bicycle Volume [bicycles/h] 0 0 0 0
v_ab, Corner Pedestrian Volume [ped/h] 0 0 0 0
v_ci, Inbound Pedestrian Volume crossing mi 0 0 0 0
v_co, Outbound Pedestrian Volume crossing 0 0 0 0
v_di, Inbound Pedestrian Volume crossing m 0 0 0 0
v_do, Outbound Pedestrian Volume crossing 0 0 0 0
Local Bus Stopping Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0
On-Street Parking Maneuver Rate [/h] 0 0 0 0 0 0 0 0 0 0 0 0 Presence of On-Street Parking No No No No No No No No
Total Analysis Volume [veh/h] 4 5 5 104 0 45 15 1528 137 53 2019 0 Total 15-Minute Volume [veh/h] 1 1 1 26 0 11 4 382 34 13 505 0 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 4 5 5 104 0 45 15 1528 137 53 2019 0 Right Turn on Red Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 20 0 0 0 55 6 0 122 0 In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 3 4 4 71 0 38 13 1248 111 45 1608 0 Name Driveway Ortega Ave El Camino Real El Camino Real
Volumes
Version 2021 (SP 0-4)
Generated with
2395
Agenda Item # 10.

Pedestrian Clearance [s] 0
Pedestrian Walk [s] 0
Pedestrian Signal Group 0
Exclusive Pedestrian Phase
I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Detector Length [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Detector Location [ft] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Recall No Yes No Yes No Yes
Maximum Recall No No No No No No
Minimum Recall No No No Yes No Yes
l2, Clearance Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 l1, Start-Up Lost Time [s] 0.0 2.0 0.0 0.0 2.0 0.0 2.0 2.0 0.0 2.0 2.0 0.0 Rest In Walk No No No No
Delayed Vehicle Green [s] 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Pedestrian Clearance [s] 0 0 0 0 28 0 0 17 0 0 17 0
Walk [s] 0 0 0 0 7 0 0 7 0 0 7 0
Vehicle Extension [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Split [s] 0 45 0 0 45 0 39 64 0 41 66 0
All red [s] 0.0 1.0 0.0 0.0 1.0 0.0 1.0 1.0 0.0 1.0 1.0 0.0 Amber [s] 0.0 3.0 0.0 0.0 3.0 0.0 3.0 3.0 0.0 3.0 3.0 0.0 Maximum Green [s] 0 30 0 0 30 0 30 30 0 30 30 0
Minimum Green [s] 0 10 0 0 10 0 7 10 0 7 10 0
Lead / Lag - - - - - - Lead - - Lead - -
Auxiliary Signal Groups
Signal Group 0 4 0 0 8 0 1 6 0 5 2 0
Control Type Permiss Permiss Permiss Permiss Permiss Permiss Protecte Permiss Permiss Protecte Permiss Permiss Phasing & Timing
Lost time [s] 9.00
Permissive Mode SingleBand
Offset Reference Lead Green - Beginning of First Green
Offset [s] 83.0
Actuation Type Fixed time
Coordination Type Time of Day Pattern Coordinated
Cycle Length [s] 150
Signal Coordination Group -
Located in CBD No
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2396
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 18.07 208.65 20.47 636.56 664.13 72.59 810.76 886.37 95th-Percentile Queue Length [veh/ln] 0.72 8.35 0.82 25.46 26.57 2.90 32.43 35.45 50th-Percentile Queue Length [ft/ln] 10.04 119.15 11.37 460.58 483.77 40.33 608.49 673.56 50th-Percentile Queue Length [veh/ln] 0.40 4.77 0.45 18.42 19.35 1.61 24.34 26.94 Critical Lane Group No Yes Yes No No No Yes No
Lane Group LOS D D D D D D D E
d, Delay for Lane Group [s/veh] 40.03 45.67 44.62 43.42 47.34 44.43 50.20 56.61 X, volume / capacity 0.03 0.33 0.04 0.78 0.78 0.12 0.90 0.90 Lane Group Results
PF, progression factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Rp, platoon ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 d3, Initial Queue Delay [s] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 d2, Incremental Delay [s] 0.11 2.02 0.16 4.23 8.14 0.56 9.11 15.52 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 k, delay calibration 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 d1, Uniform Delay [s] 39.92 43.65 44.46 39.18 39.20 43.87 41.09 41.09 c, Capacity [veh/h] 479 445 416 1424 717 439 1472 773
s, saturation flow rate [veh/h] 1639 1480 1781 3560 1792 1781 3560 1870 (v / s)_i Volume / Saturation Flow Rate 0.01 0.10 0.01 0.31 0.31 0.03 0.37 0.37 g / C, Green / Cycle 0.27 0.27 0.23 0.40 0.40 0.25 0.41 0.41 g_i, Effective Green Time [s] 41 41 35 60 60 37 62 62
l2, Clearance Lost Time [s] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 l1_p, Permitted Start-Up Lost Time [s] 2.00 2.00 0.00 0.00 0.00 0.00 0.00 0.00 L, Total Lost Time per Cycle [s] 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 C, Cycle Length [s] 150 150 150 150 150 150 150 150
Lane Group C C L C C L C C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2397
Agenda Item # 10.

Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 40.03 40.03 40.03 45.67 45.67 45.67 44.62 44.50 47.34 44.43 52.41 56.61 Movement LOS D D D D D D D D D D D E
d_A, Approach Delay [s/veh] 40.03 45.67 44.73 52.20
Approach LOS D D D D
d_I, Intersection Delay [s/veh] 48.71
Intersection LOS D
Intersection V/C 0.512
Other Modes
g_Walk,mi, Effective Walk Time [s] 11.0 11.0 41.0 11.0
M_corner, Corner Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped] 0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s] 64.40 64.40 39.60 64.40
I_p,int, Pedestrian LOS Score for Intersection 1.753 1.907 3.365 3.217 Crosswalk LOS A A C C
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 547 547 800 827 d_b, Bicycle Delay [s] 39.60 39.60 27.00 25.81
I_b,int, Bicycle LOS Score for Intersection 1.583 1.805 2.484 2.699 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - 4 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2398
Agenda Item # 10.

Volume to Capacity (v/c): 0.067
Level Of Service: B
Delay (sec / veh): 10.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 115: Distel Drive @ Distel Circle
Intersection Level Of Service Report
Crosswalk Yes Yes Yes
Grade [%] 0.00 0.00 0.00
Speed [mph] 25.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Left Thru Thru Right Left Right
Lane Configuration
Approach Northeastbound Southwestbound Southeastbound
Name Distel Dr. Distel Dr. Distel Circle
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 2 106 78 10 53 38
Total 15-Minute Volume [veh/h] 1 27 20 3 13 10
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 2 106 78 10 53 38
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 1 6 4 6 1 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 1 85 63 3 44 32
Name Distel Dr. Distel Dr. Distel Circle
Volumes
Version 2021 (SP 0-4)
Generated with
2399
Agenda Item # 10.

Intersection LOS B
d_I, Intersection Delay [s/veh] 3.12
Approach LOS A A A
d_A, Approach Delay [s/veh] 0.14 0.00 9.67
95th-Percentile Queue Length [ft/ln] 0.10 0.10 0.00 0.00 8.82 8.82 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.35 0.35 Movement LOS A A A A B A
d_M, Delay for Movement [s/veh] 7.39 0.00 0.00 0.00 10.02 9.18 V/C, Movement V/C Ratio 0.00 0.00 0.00 0.00 0.07 0.04
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2400
Agenda Item # 10.

Volume to Capacity (v/c): 0.009
Level Of Service: B
Delay (sec / veh): 11.0
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 116: Distel Drive @ Marich Way
Intersection Level Of Service Report
Crosswalk Yes Yes Yes Yes
Grade [%] 0.00 0.00 0.00 0.00
Speed [mph] 25.00 30.00 30.00 30.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 No. of Lanes in Exit Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 0 0 0 0 0 0 0 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 Turning Movement Left Thru Right Left Thru Right Left Thru Right Left Thru Right Lane Configuration
Approach Northeastbound Southwestbound Northwestbound Southeastbound Name Distel Dr. Distel Dr. Marich Way Marich Way
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0 0
Total Analysis Volume [veh/h] 0 4 1 60 6 49 4 22 48 54 28 4 Total 15-Minute Volume [veh/h] 0 1 0 15 2 12 1 6 12 14 7 1 Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 0 4 1 60 6 49 4 22 48 54 28 4 Other Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Pass-by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Site-Generated Trips [veh/h] 0 0 0 2 0 2 0 0 3 4 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 0 3 1 49 5 40 3 19 38 42 24 3 Name Distel Dr. Distel Dr. Marich Way Marich Way
Volumes
Version 2021 (SP 0-4)
Generated with
2401
Agenda Item # 10.

Intersection LOS B
d_I, Intersection Delay [s/veh] 5.83
Approach LOS B B A A
d_A, Approach Delay [s/veh] 10.12 10.01 0.39 4.67
95th-Percentile Queue Length [ft/ln] 0.53 0.53 0.53 11.95 11.95 11.95 0.19 0.19 0.19 2.74 2.74 2.74 95th-Percentile Queue Length [veh/ln] 0.02 0.02 0.02 0.48 0.48 0.48 0.01 0.01 0.01 0.11 0.11 0.11 Movement LOS B B A B B A A A A A A A
d_M, Delay for Movement [s/veh] 10.36 10.53 8.48 10.57 11.03 9.21 7.28 0.00 0.00 7.44 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.01 0.00 0.08 0.01 0.05 0.00 0.00 0.00 0.04 0.00 0.00 Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0 0
Two-Stage Gap Acceptance No No
Storage Area [veh] 0 0 0 0
Flared Lane No No
Priority Scheme Stop Stop Free Free
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2402
Agenda Item # 10.

Volume to Capacity (v/c): 0.984
Level Of Service: F
Delay (sec / veh): 204.9
Analysis Period: 15 minutes
Analysis Method: HCM 6th Edition
Control Type: Two-way stop
Intersection 128: San Antonio @ Jordan
Intersection Level Of Service Report
Crosswalk Yes Yes No
Grade [%] 0.00 0.00 0.00
Speed [mph] 35.00 35.00 25.00
Exit Pocket Length [ft] 0.00 0.00 0.00 0.00 0.00 0.00
No. of Lanes in Exit Pocket 0 0 0 0 0 0
Entry Pocket Length [ft] 100.00 100.00 100.00 100.00 100.00 100.00 No. of Lanes in Entry Pocket 0 0 1 0 0 0
Lane Width [ft] 12.00 12.00 12.00 12.00 12.00 12.00
Turning Movement Thru Right Left Thru Left Right
Lane Configuration
Approach Northbound Southbound Westbound
Name N San Antonio Rd. N San Antonio Rd. Jordan Ave
Intersection Setup
Pedestrian Volume [ped/h] 0 0 0
Total Analysis Volume [veh/h] 1123 64 24 1196 67 15
Total 15-Minute Volume [veh/h] 281 16 6 299 17 4
Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total Hourly Volume [veh/h] 1123 64 24 1196 67 15
Other Volume [veh/h] 0 0 0 0 0 0
Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0
Pass-by Trips [veh/h] 0 0 0 0 0 0
Diverted Trips [veh/h] 0 0 0 0 0 0
Site-Generated Trips [veh/h] 30 0 0 53 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0
Growth Factor 1.1800 1.1800 1.1800 1.1800 1.1800 1.1800 Heavy Vehicles Percentage [%] 2.00 2.00 2.00 2.00 2.00 2.00 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Input [veh/h] 926 54 20 969 57 13
Name N San Antonio Rd. N San Antonio Rd. Jordan Ave
Volumes
Version 2021 (SP 0-4)
Generated with
2403
Agenda Item # 10.

Intersection LOS F
d_I, Intersection Delay [s/veh] 6.59
Approach LOS A A F
d_A, Approach Delay [s/veh] 0.00 0.22 196.66
95th-Percentile Queue Length [ft/ln] 0.00 0.00 3.21 0.00 140.85 140.85 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.13 0.00 5.63 5.63 Movement LOS A A B A F F
d_M, Delay for Movement [s/veh] 0.00 0.00 11.43 0.00 204.86 160.02 V/C, Movement V/C Ratio 0.01 0.00 0.04 0.01 0.98 0.03
Movement, Approach, & Intersection Results
Number of Storage Spaces in Median 0 0 0
Two-Stage Gap Acceptance No
Storage Area [veh] 0 0 0
Flared Lane No
Priority Scheme Free Free Stop
Intersection Settings
Version 2021 (SP 0-4)
Generated with
2404
Agenda Item # 10.

Turning Movement Volume: Summary
Report File: \...\Cumulative + Project PM.pdf 3/25/2022 Vistro File: \...\330 Distel Circle Vistro PM.vistro Scenario 6 Cumulative + Project PM 4206
Total
Volume
25 Right
2305
Thru
7 Left
Southeastbound
0 Right
1605
Thru
90 Left
Northwestbound
0 Right
Southwestbound
124
Right
0 Thru
50 Left
Northeastbound
30 El Camino Real @ Distel Dr.

ID Intersection Name
3766
Total
Volume
23 Right
1994
Thru
17 Left
Southeastbound
0 Right
1638
Thru
46 Left
Northwestbound
0 Right
0 Thru
1 Left
Southwestbound
35 Right
0 Thru
12 Left
Northeastbound
29 El Camino Real @ Distel Cir.

ID Intersection Name
4165
Total
Volume
82 Right
2212
Thru
31 Left
Southeastbound
6 Right
1511
Thru
80 Left
Northwestbound
14 Right
4 Thru
6 Left
Southwestbound
129
Right
1 Thru
89 Left
Northeastbound
28 El Camino Real @ Jordan Ave.

ID Intersection Name
6328
Total
Volume
251
Right
1672
Thru
524
Left
Southeastbound
166
Right
976
Thru
425
Left
Northwestbound
223
Right
782
Thru
404
Left
Southwestbound
97 Right
564
Thru
244
Left
Northeastbound
El Camino Real @ San Antonio
Rd. 26
ID Intersection Name
4072
Total
Volume
188
Right
2116
Thru
48 Left
Southeastbound
13 Right
1351
Thru
87 Left
Northwestbound
21 Right
2 Thru
15 Left
Southwestbound
96 Right
6 Thru
129
Left
Northeastbound
El Camino Real @ Cesano Ct. /
Los Altos Ave. 25
ID Intersection Name
3003
Total
Volume
144
Right
0 Thru
248
Left
Westbound
2 Right
0 Thru
12 Left
Eastbound
22 Right
1112
Thru
144
Left
Southbound
324
Right
987
Thru
8 Left
Northbound
San Antonio Rd. @ Almond
Ave. 2
ID Intersection Name
2490
Total
Volume
30 Right
8 Thru
35 Left
Westbound
48 Right
21 Thru
51 Left
Eastbound
45 Right
1206
Thru
21 Left
Southbound
21 Right
952
Thru
52 Left
Northbound
1 San Antonio Rd. @ Portola Ave.

ID Intersection Name
Version 2021 (SP 0-4)
Generated with
2405
Agenda Item # 10.
2489
Total
Volume
15 Right
67 Left
Westbound
1196
Thru
24 Left
Southbound
64 Right
1123
Thru
Northbound
128 San Antonio @ Jordan
ID Intersection Name
280
Total
Volume
4 Right
28 Thru
54 Left
Southeastbound
48 Right
22 Thru
4 Left
Northwestbound
49 Right
6 Thru
60 Left
Southwestbound
1 Right
4 Thru
0 Left
Northeastbound
116 Distel Drive @ Marich Way
ID Intersection Name
287
Total
Volume
38 Right
53 Left
Southeastbound
10 Right
78 Thru
Southwestbound
106
Thru
2 Left
Northeastbound
115 Distel Drive @ Distel Circle
ID Intersection Name
3915
Total
Volume
0 Right
2019
Thru
53 Left
Southeastbound
137
Right
1528
Thru
15 Left
Northwestbound
45 Right
0 Thru
104
Left
Southwestbound
5 Right
5 Thru
4 Left
Northeastbound
113 El Camino Real @ Ortega Ave
ID Intersection Name
4496
Total
Volume
144
Right
1940
Thru
280
Left
Southeastbound
179
Right
1248
Thru
104
Left
Northwestbound
140
Right
35 Thru
237
Left
Southwestbound
97 Right
32 Thru
60 Left
Northeastbound
51 El Camino Real @ Showers Dr.

ID Intersection Name
4288
Total
Volume
2 Right
2347
Thru
163
Left
Southeastbound
113
Right
1368
Thru
72 Left
Northwestbound
165
Right
0 Thru
53 Left
Southwestbound
4 Right
1 Thru
0 Left
Northeastbound
El Camino Real @ Del Medio
Ave. 45
ID Intersection Name
4867
Total
Volume
30 Right
2250
Thru
259
Left
Southeastbound
274
Right
1398
Thru
100
Left
Northwestbound
176
Right
14 Thru
325
Left
Southwestbound
15 Right
8 Thru
18 Left
Northeastbound
El Camino Real @ Rengstorff
Ave. 31
ID Intersection Name
Version 2021 (SP 0-4)
Generated with
2406
Agenda Item # 10.

Appendix E
Signal Warrant Analysis
2407
Agenda Item # 10.
3/28/2022
330 Distel Circle
El Camino Real and Distel Circle AM PEAK PERIOD
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches El Camino X 2910 2908 3020 3018 3632 3630 0 Minor Street - Highest Approach Distel Circle/
Driveway X 16 26 16 26 19 29 0
Signal Warranted Based on Part B - Peak-Hour Volumes? No No No No No No *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.Bkgrd No Proj
Bkgrd + Proj
Approach
Lanes
Existing
Existing +
Cum + Proj
Proj

AM PEAK PERIOD
0 Cum No
Proj
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

Existing Existing + Proj
Bkgrd No Proj Bkgrd + Proj
Cum + Proj Cum No Proj
0 100
200
300
400
500
600
700
800
0 500 1000 1500 2000 2500 3000 3500 4000
Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: SigWarrant_2010MUTCD - El Camino Real & Distel Circle Tab: Warrant 3, Part B-Graph (AM) 2408
Agenda Item # 10.
3/28/2022
330 Distel Circle

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 3/10/22
Major Street: El Camino Critical Approach Speed* (mph) 35 Minor Street: Distel Circle/ Driveway Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

AM PEAK PERIOD
Minor Street Approach Direction w/ Highest Delay SB SB SB SB SB SB Highest Minor Street Average Delay (sec/veh) 87.3 88.1 99.7 100.6 284.0 286.6 Corresponding Minor Street Approach Volume (veh/hr) 2 2 2 2 2 2 Minor Street Total Delay (veh-hrs) 0.0 0.0 0.1 0.1 0.2 0.2

1. No No No No No No

2. No No No No No No

3. Yes Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No No No No No No
PART B

AM PEAK PERIOD
One
2 or
More
Major Street - Both Approaches El Camino X 2910 2908 3020 3018 3632 3630 Minor Street - Highest Approach Distel Circle/
Driveway X 16 26 16 26 19 29
Signal Warranted based on Part B? No No No No No No
Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

ExistingExisting + Proj
ExistingBkgrd + ProjCum + Proj
Approach
Lanes
Bkgrd No ProjBkgrd + ProjCum No ProjCum + Proj
0:00
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Rural (R)
Existing + ProjBkgrd No Proj

AM PEAK PERIOD
Cum No Proj
or
File: SigWarrant_2010MUTCD - El Camino Real & Distel Circle Tab: Signal Warrants 3 (AM) 2409
Agenda Item # 10.
3/28/2022
330 Distel Circle
El Camino Real and Distel Circle PM PEAK HOUR
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches El Camino X 2985 3003 3075 3093 3704 3722 Minor Street - Highest Approach Distel Circle/
Driveway X 38 33 38 33 45 40
Signal Warranted Based on Part B - Peak-Hour Volumes? No No No No No No *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) . Existing +
Proj
Bkgrd No
Proj
Bkgrd + Proj
Cum + Proj
Cum No
Proj
Existing
Approach
Lanes
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

PM PEAK HOURExisting Existing + Proj Bkgrd No Proj Bkgrd + Proj 0 100
200
300
400
500
600
700
800
0 500 1000 1500 2000 2500 3000 3500
Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: SigWarrant_2010MUTCD - El Camino Real & Distel Circle Tab: Warrant 3, Part B-Graph (PM) 2410
Agenda Item # 10.
3/28/2022
330 Distel Circle

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 3/10/22
Major Street: El Camino Critical Approach Speed* (mph) 35 Minor Street: Distel Circle/ Driveway Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

PM PEAK HOUR
Minor Street Approach Direction w/ Highest Delay SB SB SB SB SB NB Highest Minor Street Average Delay (sec/veh) 90.4 95.0 99.6 104.9 233.6 302.6 Corresponding Minor Street Approach Volume (veh/hr) 1 1 1 1 1 40 Minor Street Total Delay (veh-hrs) 0.0 0.0 0.0 0.0 0.1 3.4

1. No No No No No No

2. No No No No No No

3. Yes Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No No No No No No
PART B

PM PEAK HOUR
One
2 or
More
Major Street - Both Approaches El Camino X 2985 3003 3075 3093 3704 3722 0 Minor Street - Highest Approach Distel Circle/
Driveway X 38 33 38 33 45 40 0
Signal Warranted based on Part B? No No No No No No 0
Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Rural (R)
Existing + ProjBkgrd No Proj
PM PEAK HOURExisting
Bkgrd + Proj
The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.
0:00
Approach
Lanes
Existing + ProjBkgrd No ProjBkgrd + ProjCum No ProjCum + Proj The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND Existing
Cum No ProjCum + Proj
or
File: SigWarrant_2010MUTCD - El Camino Real & Distel Circle Tab: Signal Warrants 3 (PM) 2411
Agenda Item # 10.
3/28/2022
330 Distel Circle
San Antonio Road and Jordan Avenue AM PEAK PERIOD
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches San Antonio X 2558 2559 2592 2593 3119 3120 0 Minor Street - Highest Approach Jordan Ave/ X 65 65 65 65 77 77 0 Signal Warranted Based on Part B - Peak-Hour Volumes? No No No No No No *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.Bkgrd No Proj
Bkgrd + Proj
Approach
Lanes
Existing
Existing +
Cum + Proj
Proj

AM PEAK PERIOD
0 Cum No
Proj
Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) .
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

Existing Existing + Proj Bkgrd No Proj Bkgrd + Proj
0 100
200
300
400
500
600
700
800
0 500 1000 1500 2000 2500 3000
Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: SigWarrant_2010MUTCD - San Antonio Road & Jordan
Tab: Warrant 3, Part B-Graph (AM) 2412
Agenda Item # 10.
3/28/2022
330 Distel Circle

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 3/10/22
Major Street: San Antonio Critical Approach Speed* (mph) 35 Minor Street: Jordan Ave/ Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

AM PEAK PERIOD
Minor Street Approach Direction w/ Highest Delay WB WB WB WB WB WB Highest Minor Street Average Delay (sec/veh) 104.1 153.6 164.5 163.9 652.4 640.7 Corresponding Minor Street Approach Volume (veh/hr) 65 65 65 65 77 77 Minor Street Total Delay (veh-hrs) 1.9 2.8 3.0 3.0 14.0 13.7

1. No No No No Yes Yes

2. No No No No No No

3. Yes Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No No No No No No
PART B

AM PEAK PERIOD
One
2 or
More
Major Street - Both Approaches San Antonio X 2558 2559 2592 2593 3119 3120 Minor Street - Highest Approach Jordan Ave/ X 65 65 65 65 77 77 Signal Warranted based on Part B? No No No No No No
Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

ExistingExisting + Proj
ExistingBkgrd + ProjCum + Proj
Approach
Lanes
Bkgrd No ProjBkgrd + ProjCum No ProjCum + Proj
0:00
The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.

Rural (R)
Existing + ProjBkgrd No Proj

AM PEAK PERIOD
Cum No Proj
or
File: SigWarrant_2010MUTCD - San Antonio Road & Jordan
Tab: Signal Warrants 3 (AM) 2413
Agenda Item # 10.
3/28/2022
330 Distel Circle
San Antonio Road and Jordan Avenue PM PEAK HOUR
Warrant 3, Part B - Peak-Hour Vehicular Volume
One
2 or
More
Major Street - Both Approaches San Antonio X 1969 1970 1989 1990 2406 2407 Minor Street - Highest Approach Jordan Ave/ X 70 70 70 70 82 82 Signal Warranted Based on Part B - Peak-Hour Volumes? No No No No No No *Warrant is satisfied if plotted points fall above the appropriate curve in graph above.

Source: Figure 4C-3 California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California) . Existing +
Proj
Bkgrd No
Proj
Bkgrd + Proj
Cum + Proj
Cum No
Proj
Existing
Approach
Lanes
* Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane.

PM PEAK HOUR Existing Existing + Proj Bkgrd No Proj Bkgrd + Proj Cum No Proj
0 100
200
300
400
500
600
700
800
0 500 1000 1500 2000 2500
Minor Street - Highest Approach (vph)
Major Street - Total of Both Approaches (vph)
Warrant 3, Part B - Peak-Hour Vehicular Volume
*100
*150
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
File: SigWarrant_2010MUTCD - San Antonio Road & Jordan
Tab: Warrant 3, Part B-Graph (PM) 2414
Agenda Item # 10.
3/28/2022
330 Distel Circle

TRAFFIC SIGNAL WARRANTS WORKSHEET
Analyst: SJ date: 3/10/22
Major Street: San Antonio Critical Approach Speed* (mph) 35 Minor Street: Jordan Ave/ Critical Approach Speed* (mph) 25 *Posted Speed.

Critical speed of major street traffic > 50 mph (64 km/h)….…..…...….......……..

In built up area of isolated community of < 10,000 population….…...……….…..

Urban (U)
Warrant 3 - Peak Hour
PART A
(All parts 1, 2, and 3 below must be satisfied)

PM PEAK HOUR
Minor Street Approach Direction w/ Highest Delay WB WB WB WB WB WB Highest Minor Street Average Delay (sec/veh) 59.0 59.2 61.8 62.0 196.0 196.7 Corresponding Minor Street Approach Volume (veh/hr) 70 70 70 70 82 82 Minor Street Total Delay (veh-hrs) 1.1 1.2 1.2 1.2 4.5 4.5

1. No No No No Yes Yes

2. No No No No No No

3. Yes Yes Yes Yes Yes Yes
Signal Warranted based on Part A? No No No No No No
PART B

PM PEAK HOUR
One
2 or
More
Major Street - Both Approaches San Antonio X 1969 1970 1989 1990 2406 2407 0 Minor Street - Highest Approach Jordan Ave/ X 70 70 70 70 82 82 0 Signal Warranted based on Part B? No No No No No No 0
Source: California Manual on Uniform Traffic Control Devices for Streets and Highways (FHWA's MUTCD 2010 Edition, as amended for use in California).

Notes:

Rural (R)
Existing + ProjBkgrd No Proj
PM PEAK HOURExisting
Bkgrd + Proj
The Warrant is satisfied if the plotted point for vehicles per hour on the major street (both approaches) and the corresponding per hour higher vehicle volume minor street approach (one direction only) for one hour (any four consecutive 15-minute periods) fall above the applicable curves in California MUTCD Figure 4C-3 or 4C-4.
0:00
Approach
Lanes
Existing + ProjBkgrd No ProjBkgrd + ProjCum No ProjCum + Proj The volume on the same minor street approach equals or exceeds 100 vph for 1 moving lane of traffic or 150 vph for 2 moving lanes; AND
The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with 4 or more approaches or 650 vph for intersections with 3 approaches.

The total delay experienced for traffic on one minor street approach controlled by a STOP sign equals or exceeds 4 vehicle-hours for a 1- lane approach and 5 vehicle-hours for a 2-lane approach; AND Existing
Cum No ProjCum + Proj
or
File: SigWarrant_2010MUTCD - San Antonio Road & Jordan
Tab: Signal Warrants 3 (PM) 2415
Agenda Item # 10.

Appendix F
Walk n Roll Maps
2416
Agenda Item # 10.
330 Distel Circle - TransportaƟon Analysis
Figure E-1
Walk n Roll Map for Almond Elementary School
!
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!
!
.!
!
!
.!
!"$ !"$
!"$
!"$
!"$ Jay St
Angela Dr El Monte Ave Clark Way
Panchita Way
Springer Terrace
Almond Ave
Camellia Way
Doud Dr
Edith Ave
Sunkist Ln
Portola Ct
Jordan Ave
El Monte Ave
Higgins Ave
Verano Ave
Avalon Dr
Jardin Dr
Clark Ave
Portola Ave
Pine Ln
Distel
Marich Way
Avalon Dr
Casita Way
Valencia Dr
Almond Ave
Alicia Way
Sunkist Ln
Solana Dr
Alicia Way
Los Altos
High School
Almond
Elementary
School
Gordon Way
Alvarado Ave
Almond
Elementary
School
A
ol
15 MIN / 4 MIN
29 MIN / 9 MIN
&
&
&
& &
&
&
Almond
Elementary

SUGGESTED ROUTES
Enlargement Map
Parks and Open
Space
Attendance Area
Marked Crosswalk
Traffic Signal
Suggested Walking &
Biking Route
School
Crossing Guard
Location
& All-Way Stop
Bicycle Parking
Pedestrian & Bicycle
Access
Half-mile and Mile
Zones (Road Network)
Park & Walk Location
Flashing Crosswalk
Existing Bikeway
Connector Path
550 Almond Ave
Los Altos, CA 94022
/ Drop off/pick up
I
I
5 Mills Ave
el Monte Ct
Edith Ave
N el Monte Ave
Higgins Ave
Doud Dr
Almond Ave
Doud Dr
Almond
Elementary
School
d Dr
Higg
N 0 1/4 1/2
Miles
Source: Los Altos Complete Streets Master Plan, August 2021 2417
Agenda Item # 10.
330 Distel Circle - TransportaƟon Analysis
Figure E-2
Walk n Roll Map for Egan Junior High School
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.!
!
!
.!
!
!
.!
!"$
!"$
!"$ !"$
!"$
!"$
!"$
!"$ !"$
&
!"$
!"$
!"$
!
!
.!
Rengstorff
Park
Terman
Park
Shoup
Park
Lincoln Park
City
Hall
Pine Ln
Jay St
E Edith Ave
Eleanor Ave
Cuesta Dr
N Springer Rd
El Camino Real
Panchita Way
Hillview Ave
W Portola Ave
Almond Ave
Central Expressway
Camellia Way
Portola Ct
2nd St
Lyell St
Jordan Ave
Cielito Dr
Verano Ave
Loucks Ave Mercedes Ave
El Monte Ave N Avalon Dr
Rosita Ave
State St
Casita Way
Los Altos Ave
San Antonio Rd
Marich Way
Foothill Expressway
1st St
Univ ersity Ave
Oran
ge
Ave
Mt Hamilton Ave
Jardin Dr
Distel
W Edith Avenue
Gab ilan St
Linden Ave
Cherry Ave
Coronado Ave
S Gordon Way
Arbuelo Way
San Antonio Rd
Showers Dr
Alvaro Ave
Distel Dr
Alicia Way
Solana Dr
Main St
Los Altos
High School
Santa Rita
Elementary
School
Terman
Middle
School
Almond
Elementary
School
St Francis
High Schoo Covington
Elementary
School
Egan
Junior High
School
!
nchita W
&
la
o
S
E
15 MIN / 4 MIN
Dr
a D
29 MIN
/
9 MIN
Egan
Junior High

SUGGESTED ROUTES
Enlargement Map
Parks and Open
Space
Attendance Area
Traffic Signal
Suggested Walking &
Biking Route
School
Crossing Guard
Location
& All-Way Stop
Bicycle Parking
Pedestrian & Bicycle
Access
Half-mile and Mile
Zones (Road Network)
I I
N San Antonio Rd
Mercedes
Ave
Pleasant Way
Bullis
Egan Charter
Junior
High
Park & Walk Location
/ Drop off/pick up
Connector Path
Existing Bikeway
Flashing Crosswalk
Marked Crosswalk
Existing Cycle Track
100 W Portola Ave
Los Altos, CA 94022
N 0 0.3 0.6
Miles
Source: Los Altos Complete Streets Master Plan, August 2021 2418
Agenda Item # 10.
330 Distel Circle - TransportaƟon Analysis
Figure E-3
Walk n Roll Map for Los Altos High School
Parks and Open
Space
Attendance Area
Marked Crosswalk
Traffic Signal
Suggested Walking &
Biking Route
School
& All-Way Stop
Connector Path
Pedestrian & Bicycle
Access
Existing Bikeway
Half-mile and Mile
Zones (Road Network)
5 5
5 5
5 5
5 N Clark Ave
Clark Ave
S Gordon Way
Arbuelo Way
Jay St
Edith Ave E Edith Ave
State Rte 82
N Springer Rd
Hillview Ave
Mount Hamilton Ave
Lyell St
Yerba Santa Ave
San Antonio Rd
Fremont Ave
Almond Ave
Covington Rd
Rengstorff Ave
Escuela Ave
Jardin Dr
Pine Ln
W FremontRd
Cuesta Dr
Los Altos Ave
N San Antonio Rd
California St
Foothill Expy
Portola Ct
Portola Ave
Alvarado Ave
Camellia Way
El Camino Real
N el Monte Ave
University Ave
Lincoln Ave
Central Expy
Marich Way
Panchita Way
Casita Way
Gabilan St
Loucks AveMercedes Ave Linden Ave
Eleanor Ave
Alicia Way
Coronado Ave Cherry Ave
Showers Dr
Jordan Ave
Distel Dr
Campbell Ave
Higgins Ave
Valenc ai D r
Almond
Elementary
Bullis
Charter
Covington
Elementary
Santa Rita
Elementary
Springer
Elementary
Los Altos
High
Egan
Junior
High
Rengstorff
Park
Castro
Shoup
Park
Rosita
Park
Lincoln
Park
&
&
&
&
& &
& &
&
&
&
&
&
&
&
&

0.3 0.5
Miles

SUGGESTED ROUTES
Enlargement Map
0 August 2021
A A
5 ValenciaDr
Jardin Dr
Los Altos
High
Los Altos High I!
Park & Walk Location
Drop off/pick up
Existing Cycle Track
Bicycle Parking
/
201 Almond Ave
Los Altos, CA 94022
Los Altos City Limits
Flashing Crosswalk
Crossing Guard
Location
For students traveling further
distances, a citwyide bicycle map can
be viewed at:
www.losaltosca.gov/completestreets/
page/resources
e
M
C
5 m
t
o Che
y
15 MIN /
4 MIN
9 MIN
Alicia Way
Gordon
Way
Source: Los Altos Complete Streets Master Plan, August 2021 2419
Agenda Item # 10.