Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 74.45 55.34 55.61 79.06 52.00 45.53 81.93 50.07 52.73 64.38 62.88 71.59 Movement LOS E E E E D D F D D E E E
d_A, Approach Delay [s/veh] 60.70 58.74 59.34 64.12
Approach LOS E E E E
d_I, Intersection Delay [s/veh] 61.30
Intersection LOS E
Intersection V/C 0.770
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 2.934 3.047 3.181 3.200 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 2.172 2.440 2.258 2.668 Bicycle LOS B B 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
1756
Agenda Item # 10.
Volume to Capacity (v/c): 0.517
Level Of Service: D
Delay (sec / veh): 35.2
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
1757
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] 63 1 91 5 3 12 64 1237 5 26 1790 75 Total 15-Minute Volume [veh/h] 16 0 23 1 1 3 16 309 1 7 448 19 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] 63 1 91 5 3 12 64 1237 5 26 1790 75 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 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 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] 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
1758
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
1759
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 207.95 25.15 87.22 372.59 394.85 35.30 634.01 674.76 95th-Percentile Queue Length [veh/ln] 8.32 1.01 3.49 14.90 15.79 1.41 25.36 26.99 50th-Percentile Queue Length [ft/ln] 118.64 13.97 48.46 244.40 262.09 19.61 458.44 492.74 50th-Percentile Queue Length [veh/ln] 4.75 0.56 1.94 9.78 10.48 0.78 18.34 19.71 Critical Lane Group Yes No Yes No No No No Yes
Lane Group LOS D D D C C D D D
d, Delay for Lane Group [s/veh] 44.35 38.68 46.40 27.93 28.93 46.45 37.23 40.78 X, volume / capacity 0.35 0.04 0.17 0.50 0.50 0.07 0.78 0.78 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] 2.25 0.19 1.00 1.11 2.11 0.42 3.94 7.46 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] 42.10 38.49 45.40 26.82 26.82 46.03 33.29 33.32 c, Capacity [veh/h] 437 448 373 1625 852 347 1574 810
s, saturation flow rate [veh/h] 1525 1580 1781 3560 1866 1781 3560 1832 (v / s)_i Volume / Saturation Flow Rate 0.10 0.01 0.04 0.23 0.23 0.01 0.35 0.35 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
1760
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 44.35 44.35 44.35 38.68 38.68 38.68 46.40 28.27 28.93 46.45 38.34 40.78 Movement LOS D D D D D D D C C D D D
d_A, Approach Delay [s/veh] 44.35 38.68 29.16 38.55
Approach LOS D D C D
d_I, Intersection Delay [s/veh] 35.18
Intersection LOS D
Intersection V/C 0.517
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 1.857 1.749 3.142 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 1.815 1.593 2.278 2.600 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
1761
Agenda Item # 10.
Volume to Capacity (v/c): 0.235
Level Of Service: F
Delay (sec / veh): 114.4
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] 9 0 29 1 0 0 34 1337 0 14 1587 13 Total 15-Minute Volume [veh/h] 2 0 7 0 0 0 9 334 0 4 397 3 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] 9 0 29 1 0 0 34 1337 0 14 1587 13 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 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 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] 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
1762
Agenda Item # 10.
Intersection LOS F
d_I, Intersection Delay [s/veh] 1.08
Approach LOS F F A A
d_A, Approach Delay [s/veh] 52.49 90.44 0.67 0.17
95th-Percentile Queue Length [ft/ln] 33.44 33.44 33.44 1.76 1.76 1.76 15.04 0.00 0.00 4.11 0.00 0.00 95th-Percentile Queue Length [veh/ln] 1.34 1.34 1.34 0.07 0.07 0.07 0.60 0.00 0.00 0.16 0.00 0.00 Movement LOS F F D F F C D A A C A A
d_M, Delay for Movement [s/veh] 114.36 377.69 33.29 90.44 367.72 17.46 26.82 0.00 0.00 19.16 0.00 0.00 V/C, Movement V/C Ratio 0.23 0.00 0.10 0.02 0.00 0.00 0.17 0.01 0.00 0.05 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
1763
Agenda Item # 10.
Volume to Capacity (v/c): 0.499
Level Of Service: D
Delay (sec / veh): 37.4
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
1764
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] 42 0 99 0 0 0 68 1304 0 6 1850 21 Total 15-Minute Volume [veh/h] 11 0 25 0 0 0 17 326 0 2 463 5 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] 42 0 99 0 0 0 68 1304 0 6 1850 21 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 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 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] 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
1765
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
1766
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 200.29 98.96 417.08 442.53 8.64 679.86 729.49 95th-Percentile Queue Length [veh/ln] 8.01 3.96 16.68 17.70 0.35 27.19 29.18 50th-Percentile Queue Length [ft/ln] 113.09 54.98 279.90 300.41 4.80 497.04 539.10 50th-Percentile Queue Length [veh/ln] 4.52 2.20 11.20 12.02 0.19 19.88 21.56 Critical Lane Group Yes Yes No No No No Yes
Lane Group LOS D D C C D D D
d, Delay for Lane Group [s/veh] 45.79 49.02 30.05 31.12 48.82 40.05 43.52 X, volume / capacity 0.32 0.18 0.52 0.52 0.02 0.79 0.79 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] 1.90 1.01 1.20 2.27 0.09 4.05 7.51 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] 43.88 48.01 28.85 28.85 48.73 36.00 36.01 c, Capacity [veh/h] 441 383 1635 859 348 1564 817
s, saturation flow rate [veh/h] 1642 1781 3560 1870 1781 3560 1859 (v / s)_i Volume / Saturation Flow Rate 0.09 0.04 0.24 0.24 0.00 0.35 0.35 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
1767
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 45.79 45.79 45.79 0.00 0.00 0.00 49.02 30.42 31.12 48.82 41.22 43.52 Movement LOS D D D D C C D D D
d_A, Approach Delay [s/veh] 45.79 0.00 31.34 41.27
Approach LOS D A C D
d_I, Intersection Delay [s/veh] 37.44
Intersection LOS D
Intersection V/C 0.499
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 1.833 1.742 3.158 3.142 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 1.792 1.560 2.314 2.592 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
1768
Agenda Item # 10.
Volume to Capacity (v/c): 0.459
Level Of Service: D
Delay (sec / veh): 42.1
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
1769
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 0 273 0 135 64 1151 201 205 1837 0 Total 15-Minute Volume [veh/h] 0 0 0 68 0 34 16 288 50 51 459 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 0 273 0 135 64 1151 201 205 1837 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 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 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 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
1770
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
1771
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 0.00 196.25 196.25 197.14 98.04 486.68 487.72 154.02 679.08 732.44 95th-Percentile Queue Length [veh/ln] 0.00 7.85 7.85 7.89 3.92 19.47 19.51 6.16 27.16 29.30 50th-Percentile Queue Length [ft/ln] 0.00 110.18 110.18 110.82 54.47 336.30 337.15 85.57 496.39 541.60 50th-Percentile Queue Length [veh/ln] 0.00 4.41 4.41 4.43 2.18 13.45 13.49 3.42 19.86 21.66 Critical Lane Group No No No Yes Yes No No No Yes No
Lane Group LOS A D D D D D D D D D
d, Delay for Lane Group [s/veh] 0.00 46.73 46.73 47.64 53.42 36.72 38.75 52.78 41.71 45.36 X, volume / capacity 0.00 0.30 0.30 0.33 0.20 0.62 0.62 0.30 0.79 0.79 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] 0.00 1.69 1.69 2.19 1.36 1.97 4.00 1.16 4.37 8.02 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] 0.00 45.04 45.04 45.45 52.05 34.75 34.75 51.62 37.34 37.34 c, Capacity [veh/h] 66 455 455 406 324 1469 714 676 1517 797 s, saturation flow rate [veh/h] 1870 1781 1781 1589 1781 3560 1731 3459 3560 1870 (v / s)_i Volume / Saturation Flow Rate 0.00 0.08 0.08 0.08 0.04 0.26 0.26 0.06 0.34 0.34 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
1772
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 46.73 46.73 47.64 53.42 37.15 38.75 52.78 42.97 45.36 Movement LOS A A A D D D D D D D D D
d_A, Approach Delay [s/veh] 0.00 47.03 38.11 43.95
Approach LOS A D D D
d_I, Intersection Delay [s/veh] 42.14
Intersection LOS D
Intersection V/C 0.459
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 1.755 2.456 0.000 3.225 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 1.560 2.233 2.338 2.683 Bicycle LOS A B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 4 3 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
1773
Agenda Item # 10.
Volume to Capacity (v/c): 0.522
Level Of Service: D
Delay (sec / veh): 48.3
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
1774
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 1075 96 118 1930 2 Total 15-Minute Volume [veh/h] 0 0 1 11 0 35 15 269 24 30 483 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 1075 96 118 1930 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 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 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
1775
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
1776
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 6.93 61.67 204.24 102.82 442.50 456.37 195.20 779.80 850.54 95th-Percentile Queue Length [veh/ln] 0.28 2.47 8.17 4.11 17.70 18.25 7.81 31.19 34.02 50th-Percentile Queue Length [ft/ln] 3.85 34.26 115.95 57.12 300.38 311.62 109.43 581.98 642.66 50th-Percentile Queue Length [veh/ln] 0.15 1.37 4.64 2.28 12.02 12.46 4.38 23.28 25.71 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 40.15 42.06 60.39 49.78 55.83 X, volume / capacity 0.02 0.10 0.35 0.26 0.59 0.59 0.41 0.88 0.88 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 1.97 3.87 4.16 8.24 14.28 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 38.18 38.19 56.23 41.54 41.54 c, Capacity [veh/h] 164 450 402 232 1315 662 291 1434 753 s, saturation flow rate [veh/h] 1651 1781 1589 1781 3560 1793 1781 3560 1869 (v / s)_i Volume / Saturation Flow Rate 0.00 0.03 0.09 0.03 0.22 0.22 0.07 0.36 0.36 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
1777
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 40.67 42.06 60.39 51.86 55.83 Movement LOS E E E D D D E D D E D E
d_A, Approach Delay [s/veh] 61.26 47.12 41.82 52.35
Approach LOS E D D D
d_I, Intersection Delay [s/veh] 48.35
Intersection LOS D
Intersection V/C 0.522
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 2.073 0.000 3.074 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 2.237 2.687 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
1778
Agenda Item # 10.
Volume to Capacity (v/c): 0.533
Level Of Service: D
Delay (sec / veh): 53.8
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
1779
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 1000 152 237 1558 122 Total 15-Minute Volume [veh/h] 13 7 21 50 8 30 22 250 38 59 390 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 1000 152 237 1558 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 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 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
1780
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
1781
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 133.58 144.15 163.76 165.53 172.97 153.24 495.78 509.09 348.06 682.66 724.88 95th-Percentile Queue Length [veh/ln] 5.34 5.77 6.55 6.62 6.92 6.13 19.83 20.36 13.92 27.31 29.00 50th-Percentile Queue Length [ft/ln] 74.21 80.08 90.98 91.96 96.09 85.13 343.75 354.66 225.05 499.41 535.18 50th-Percentile Queue Length [veh/ln] 2.97 3.20 3.64 3.68 3.84 3.41 13.75 14.19 9.00 19.98 21.41 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 65.51 53.10 57.89 62.30 49.98 55.94 X, volume / capacity 0.31 0.37 0.26 0.25 0.30 0.39 0.75 0.75 0.64 0.84 0.85 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 5.15 4.91 9.68 8.12 6.75 12.64 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 60.36 48.19 48.21 54.18 43.23 43.31 c, Capacity [veh/h] 251 220 450 456 402 223 1035 508 372 1320 668 s, saturation flow rate [veh/h] 1811 1589 1781 1803 1589 1781 3560 1747 1781 3560 1801 (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 0.31 0.31 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
1782
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 65.51 54.19 57.89 62.30 51.68 55.94 Movement LOS E E E D D D E D E E D E
d_A, Approach Delay [s/veh] 62.41 46.48 55.45 53.26
Approach LOS E D E D
d_I, Intersection Delay [s/veh] 53.75
Intersection LOS D
Intersection V/C 0.533
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 3.121 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 2.242 2.614 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
1783
Agenda Item # 10.
Volume to Capacity (v/c): 0.401
Level Of Service: D
Delay (sec / veh): 40.1
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
1784
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 71 0 38 13 1248 111 45 1608 0 Total 15-Minute Volume [veh/h] 1 1 1 18 0 10 3 312 28 11 402 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 71 0 38 13 1248 111 45 1608 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 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 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
1785
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
1786
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 14.17 151.53 17.72 493.83 509.53 61.31 581.86 623.71 95th-Percentile Queue Length [veh/ln] 0.57 6.06 0.71 19.75 20.38 2.45 23.27 24.95 50th-Percentile Queue Length [ft/ln] 7.87 84.18 9.84 342.15 355.02 34.06 414.84 449.80 50th-Percentile Queue Length [veh/ln] 0.31 3.37 0.39 13.69 14.20 1.36 16.59 17.99 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 43.71 44.55 38.35 40.44 44.13 39.69 42.31 X, volume / capacity 0.02 0.24 0.03 0.63 0.63 0.10 0.72 0.72 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 1.30 0.14 2.17 4.25 0.47 3.02 5.63 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 42.41 44.41 36.19 36.19 43.67 36.67 36.67 c, Capacity [veh/h] 481 446 416 1424 717 439 1472 773
s, saturation flow rate [veh/h] 1648 1487 1781 3560 1793 1781 3560 1870 (v / s)_i Volume / Saturation Flow Rate 0.01 0.07 0.01 0.25 0.25 0.03 0.30 0.30 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
1787
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 39.94 39.94 39.94 43.71 43.71 43.71 44.55 38.93 40.44 44.13 40.59 42.31 Movement LOS D D D D D D D D D D D D
d_A, Approach Delay [s/veh] 39.94 43.71 39.10 40.69
Approach LOS D D D D
d_I, Intersection Delay [s/veh] 40.10
Intersection LOS D
Intersection V/C 0.401
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 1.870 3.196 3.101 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 1.739 2.314 2.469 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
1788
Agenda Item # 10.
Volume to Capacity (v/c): 0.052
Level Of Service: A
Delay (sec / veh): 9.7
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 85 63 3 44 32
Total 15-Minute Volume [veh/h] 0 21 16 1 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] 1 85 63 3 44 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] 0 0 0 0 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] 1 85 63 3 44 32
Name Distel Dr. Distel Dr. Distel Circle
Volumes
Version 2021 (SP 0-4)
Generated with
1789
Agenda Item # 10.
Intersection LOS A
d_I, Intersection Delay [s/veh] 3.15
Approach LOS A A A
d_A, Approach Delay [s/veh] 0.09 0.00 9.37
95th-Percentile Queue Length [ft/ln] 0.05 0.05 0.00 0.00 6.90 6.90 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.28 0.28 Movement LOS A A A A A A
d_M, Delay for Movement [s/veh] 7.35 0.00 0.00 0.00 9.66 8.97 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
1790
Agenda Item # 10.
Volume to Capacity (v/c): 0.007
Level Of Service: B
Delay (sec / veh): 10.5
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 49 5 40 3 19 38 42 24 3 Total 15-Minute Volume [veh/h] 0 1 0 12 1 10 1 5 10 11 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 49 5 40 3 19 38 42 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 0 0 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 1.0000 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
1791
Agenda Item # 10.
Intersection LOS B
d_I, Intersection Delay [s/veh] 5.62
Approach LOS A A A A
d_A, Approach Delay [s/veh] 9.74 9.62 0.36 4.50
95th-Percentile Queue Length [ft/ln] 0.40 0.40 0.40 9.02 9.02 9.02 0.14 0.14 0.14 2.09 2.09 2.09 95th-Percentile Queue Length [veh/ln] 0.02 0.02 0.02 0.36 0.36 0.36 0.01 0.01 0.01 0.08 0.08 0.08 Movement LOS A B A B B A A A A A A A
d_M, Delay for Movement [s/veh] 9.92 10.17 8.45 10.06 10.53 8.98 7.27 0.00 0.00 7.39 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.00 0.00 0.06 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
1792
Agenda Item # 10.
Volume to Capacity (v/c): 0.503
Level Of Service: F
Delay (sec / veh): 63.6
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] 926 54 20 969 57 13
Total 15-Minute Volume [veh/h] 232 14 5 242 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] 926 54 20 969 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] 0 0 0 0 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
1793
Agenda Item # 10.
Intersection LOS F
d_I, Intersection Delay [s/veh] 2.13
Approach LOS A A F
d_A, Approach Delay [s/veh] 0.00 0.21 59.02
95th-Percentile Queue Length [ft/ln] 0.00 0.00 2.20 0.00 63.29 63.29 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.09 0.00 2.53 2.53 Movement LOS A A B A F E
d_M, Delay for Movement [s/veh] 0.00 0.00 10.29 0.00 63.64 38.76 V/C, Movement V/C Ratio 0.01 0.00 0.03 0.01 0.50 0.02
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
1794
Agenda Item # 10.
Turning Movement Volume: Summary
Report File: \...\Existing PM.pdf 3/25/2022
Vistro File: \...\330 Distel Circle Vistro PM.vistro Scenario 1 Existing PM 3390
Total
Volume
21 Right
1850
Thru
6 Left
Southeastbound
0 Right
1304
Thru
68 Left
Northwestbound
0 Right
Southwestbound
99 Right
0 Thru
42 Left
Northeastbound
30 El Camino Real @ Distel Dr.
ID Intersection Name
3024
Total
Volume
13 Right
1587
Thru
14 Left
Southeastbound
0 Right
1337
Thru
34 Left
Northwestbound
0 Right
0 Thru
1 Left
Southwestbound
29 Right
0 Thru
9 Left
Northeastbound
29 El Camino Real @ Distel Cir.
ID Intersection Name
3372
Total
Volume
75 Right
1790
Thru
26 Left
Southeastbound
5 Right
1237
Thru
64 Left
Northwestbound
12 Right
3 Thru
5 Left
Southwestbound
91 Right
1 Thru
63 Left
Northeastbound
28 El Camino Real @ Jordan Ave.
ID Intersection Name
5094
Total
Volume
212
Right
1367
Thru
436
Left
Southeastbound
125
Right
786
Thru
359
Left
Northwestbound
147
Right
619
Thru
301
Left
Southwestbound
86 Right
449
Thru
207
Left
Northeastbound
El Camino Real @ San Antonio
Rd. 26
ID Intersection Name
3281
Total
Volume
159
Right
1709
Thru
41 Left
Southeastbound
11 Right
1062
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
2470
Total
Volume
122
Right
0 Thru
213
Left
Westbound
0 Right
0 Thru
0 Left
Eastbound
2 Right
914
Thru
122
Left
Southbound
273
Right
821
Thru
3 Left
Northbound
San Antonio Rd. @ Almond
Ave. 2
ID Intersection Name
2039
Total
Volume
25 Right
7 Thru
30 Left
Westbound
41 Right
18 Thru
43 Left
Eastbound
38 Right
976
Thru
18 Left
Southbound
18 Right
781
Thru
44 Left
Northbound
1 San Antonio Rd. @ Portola Ave.
ID Intersection Name
Version 2021 (SP 0-4)
Generated with
1795
Agenda Item # 10.
2039
Total
Volume
13 Right
57 Left
Westbound
969
Thru
20 Left
Southbound
54 Right
926
Thru
Northbound
128 San Antonio @ Jordan
ID Intersection Name
227
Total
Volume
3 Right
24 Thru
42 Left
Southeastbound
38 Right
19 Thru
3 Left
Northwestbound
40 Right
5 Thru
49 Left
Southwestbound
1 Right
3 Thru
0 Left
Northeastbound
116 Distel Drive @ Marich Way
ID Intersection Name
228
Total
Volume
32 Right
44 Left
Southeastbound
3 Right
63 Thru
Southwestbound
85 Thru
1 Left
Northeastbound
115 Distel Drive @ Distel Circle
ID Intersection Name
3145
Total
Volume
0 Right
1608
Thru
45 Left
Southeastbound
111
Right
1248
Thru
13 Left
Northwestbound
38 Right
0 Thru
71 Left
Southwestbound
4 Right
4 Thru
3 Left
Northeastbound
113 El Camino Real @ Ortega Ave
ID Intersection Name
3667
Total
Volume
122
Right
1558
Thru
237
Left
Southeastbound
152
Right
1000
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
3471
Total
Volume
2 Right
1930
Thru
118
Left
Southeastbound
96 Right
1075
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
3866
Total
Volume
0 Right
1837
Thru
205
Left
Southeastbound
201
Right
1151
Thru
64 Left
Northwestbound
135
Right
0 Thru
273
Left
Southwestbound
0 Right
0 Thru
0 Left
Northeastbound
El Camino Real @ Rengstorff
Ave. 31
ID Intersection Name
Version 2021 (SP 0-4)
Generated with
1796
Agenda Item # 10.
Intersection Analysis Summary
Report File: \...\Existing + Project AM.pdf 3/25/2022
Vistro File: \...\330 Distel Circle Vistro AM.vistro Scenario 2 Existing 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 0.811 164.2 F
HCM 6th
Edition 128 San Antonio @ Jordan Two-way stop
SWB Thru 0.007 18.5 C
HCM 6th
Edition 116 Distel Drive @ Marich Way Two-way stop
SEB Left 0.066 13.5 B
HCM 6th
Edition 115 Distel Drive @ Distel Circle Two-way stop
NWB Left 0.483 47.1 D
HCM 6th
Edition Signalized El Camino Real @ OrtegaAve 113
NEB Left 0.447 49.8 D
HCM 6th
Edition Signalized El Camino Real @ ShowersDr. 51
NEB Right 0.358 43.8 D
HCM 6th
Edition Signalized El Camino Real @ Del MedioAve. 45
NEB Right 0.511 50.2 D
HCM 6th
Edition Signalized El Camino Real @ RengstorffAve. 31
SEB Left 0.525 28.4 C
HCM 6th
Edition 30 El Camino Real @ Distel Dr. Signalized
SWB Left 0.040 153.8 F
HCM 6th
Edition 29 El Camino Real @ Distel Cir. Two-way stop
SEB Left 0.461 19.0 B
HCM 6th
Edition Signalized El Camino Real @ JordanAve. 28
NWB Left 0.643 62.7 E
HCM 6th
Edition Signalized El Camino Real @ SanAntonio Rd. 26
SEB Left 0.496 20.9 C
HCM 6th
Edition Signalized El Camino Real @ CesanoCt. / Los Altos Ave. 25 SB Left 0.646 18.8 B
HCM 6th
Edition Signalized San Antonio Rd. @ AlmondAve. 2
SB Left 0.675 19.5 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
1797
Agenda Item # 10.
Volume to Capacity (v/c): 0.675
Level Of Service: B
Delay (sec / veh): 19.5
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
1798
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] 150 885 44 12 822 61 171 76 182 43 48 37 Total 15-Minute Volume [veh/h] 38 221 11 3 206 15 43 19 46 11 12 9 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] 150 885 44 12 822 61 171 76 182 43 48 37 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 -2 0 0 2 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 1.0000 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] 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
1799
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
1800
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 100.69 203.59 201.09 10.94 235.65 231.54 128.92 78.72 52.93 95th-Percentile Queue Length [veh/ln] 4.03 8.14 8.04 0.44 9.43 9.26 5.16 3.15 2.12 50th-Percentile Queue Length [ft/ln] 55.94 115.47 113.67 6.08 138.98 135.93 71.62 43.73 29.40 50th-Percentile Queue Length [veh/ln] 2.24 4.62 4.55 0.24 5.56 5.44 2.86 1.75 1.18 Critical Lane Group Yes No No No No Yes Yes No No
Lane Group LOS C B B D C C B B B
d, Delay for Lane Group [s/veh] 31.74 15.94 15.96 40.32 22.79 22.87 18.09 14.87 15.90 X, volume / capacity 0.76 0.64 0.64 0.44 0.82 0.82 0.56 0.33 0.39 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] 5.78 0.96 0.98 10.93 3.02 3.10 1.11 0.35 0.76 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] 25.96 14.98 14.99 29.40 19.77 19.77 16.98 14.52 15.14 c, Capacity [veh/h] 198 728 716 27 548 535 442 551 327
s, saturation flow rate [veh/h] 1781 1870 1839 1781 1870 1825 984 1589 715 (v / s)_i Volume / Saturation Flow Rate 0.08 0.25 0.25 0.01 0.24 0.24 0.25 0.11 0.18 g / C, Green / Cycle 0.11 0.39 0.39 0.02 0.29 0.29 0.35 0.35 0.35 g_i, Effective Green Time [s] 7 23 23 1 18 18 21 21 21
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] 60 60 60 60 60 60 60 60 60
Lane Group L C C L C C C R C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
1801
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 31.74 15.95 15.96 40.32 22.83 22.87 18.09 18.09 14.87 15.90 15.90 15.90 Movement LOS C B B D C C B B B B B B
d_A, Approach Delay [s/veh] 18.15 23.06 16.73 15.90
Approach LOS B C B B
d_I, Intersection Delay [s/veh] 19.53
Intersection LOS B
Intersection V/C 0.675
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] 19.23 0.00 19.23 19.23
I_p,int, Pedestrian LOS Score for Intersection 2.821 0.000 2.102 1.817 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] 1998 1998 1332 1332 d_b, Bicycle Delay [s] 0.00 0.00 3.35 3.35
I_b,int, Bicycle LOS Score for Intersection 2.450 2.298 2.267 1.771 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
1802
Agenda Item # 10.
Volume to Capacity (v/c): 0.646
Level Of Service: B
Delay (sec / veh): 18.8
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
1803
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] 0 844 161 172 985 0 0 0 0 279 0 195 Total 15-Minute Volume [veh/h] 0 211 40 43 246 0 0 0 0 70 0 49 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] 0 844 161 172 985 0 0 0 0 279 0 195 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 -3 0 0 4 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 1.0000 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] 0 847 161 172 981 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
1804
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
1805
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 0.00 269.70 259.00 143.33 188.81 188.81 0.00 198.23 129.94 95th-Percentile Queue Length [veh/ln] 0.00 10.79 10.36 5.73 7.55 7.55 0.00 7.93 5.20 50th-Percentile Queue Length [ft/ln] 0.00 164.52 156.44 79.63 104.89 104.89 0.00 111.60 72.19 50th-Percentile Queue Length [veh/ln] 0.00 6.58 6.26 3.19 4.20 4.20 0.00 4.46 2.89 Critical Lane Group No No Yes Yes No No No Yes No
Lane Group LOS A B B D B B A C C
d, Delay for Lane Group [s/veh] 0.00 19.34 19.53 37.93 10.92 10.92 0.00 27.57 25.31 X, volume / capacity 0.00 0.65 0.65 0.77 0.48 0.48 0.00 0.63 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 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] 0.00 3.17 3.35 7.67 1.24 1.24 0.00 2.05 1.57 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] 0.00 16.18 16.18 30.26 9.68 9.68 0.00 25.52 23.74 c, Capacity [veh/h] 0 800 756 224 1035 1035 493 446 376 s, saturation flow rate [veh/h] 1781 1870 1767 1781 1870 1870 1870 1458 1589 (v / s)_i Volume / Saturation Flow Rate 0.00 0.28 0.28 0.10 0.26 0.26 0.00 0.19 0.12 g / C, Green / Cycle 0.00 0.43 0.43 0.13 0.55 0.55 0.24 0.24 0.24 g_i, Effective Green Time [s] 0 31 31 9 39 39 17 17 17
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] 71 71 71 71 71 71 71 71 71
Lane Group L C C L C C C C R
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
1806
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 0.00 19.42 19.53 37.93 10.92 10.92 0.00 0.00 0.00 27.57 27.57 25.31 Movement LOS A B B D B B A A A C C C
d_A, Approach Delay [s/veh] 19.43 14.93 0.00 26.64
Approach LOS B B A C
d_I, Intersection Delay [s/veh] 18.75
Intersection LOS B
Intersection V/C 0.646
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 24.69 24.69 40.86
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.785 1.701 2.209 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] 1681 1681 1121 1121 d_b, Bicycle Delay [s] 0.91 0.91 6.89 6.89
I_b,int, Bicycle LOS Score for Intersection 2.389 2.514 1.560 2.342 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
1807
Agenda Item # 10.
Volume to Capacity (v/c): 0.496
Level Of Service: C
Delay (sec / veh): 20.9
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
1808
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] 166 4 166 14 9 4 101 1426 7 53 737 121 Total 15-Minute Volume [veh/h] 42 1 42 4 2 1 25 357 2 13 184 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] 166 4 166 14 9 4 101 1426 7 53 737 121 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 3 0 0 -1 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] 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
1809
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
1810
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 270.99 245.49 41.60 190.13 266.96 282.05 101.72 174.72 176.48 95th-Percentile Queue Length [veh/ln] 10.84 9.82 1.66 7.61 10.68 11.28 4.07 6.99 7.06 50th-Percentile Queue Length [ft/ln] 165.50 146.31 23.11 105.79 162.45 173.91 56.51 97.07 98.05 50th-Percentile Queue Length [veh/ln] 6.62 5.85 0.92 4.23 6.50 6.96 2.26 3.88 3.92 Critical Lane Group Yes No No No No Yes Yes No No
Lane Group LOS E E E F B B F B B
d, Delay for Lane Group [s/veh] 63.81 56.57 56.18 80.84 10.41 10.82 83.12 10.62 10.90 X, volume / capacity 0.73 0.55 0.40 0.81 0.38 0.38 0.72 0.24 0.25 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] 4.26 1.57 3.91 12.03 0.46 0.87 12.11 0.25 0.51 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] 59.55 55.00 52.26 68.81 9.95 9.95 71.00 10.37 10.39 c, Capacity [veh/h] 234 301 67 124 2448 1282 74 2348 1147 s, saturation flow rate [veh/h] 984 1589 159 1781 3560 1865 1781 3560 1739 (v / s)_i Volume / Saturation Flow Rate 0.17 0.10 0.17 0.06 0.26 0.26 0.03 0.16 0.16 g / C, Green / Cycle 0.19 0.19 0.19 0.07 0.69 0.69 0.04 0.66 0.66 g_i, Effective Green Time [s] 29 29 29 10 103 103 6 99 99 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
1811
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 63.81 63.81 56.57 56.18 56.18 56.18 80.84 10.55 10.82 83.12 10.68 10.90 Movement LOS E E E E E E F B B F B B
d_A, Approach Delay [s/veh] 60.23 56.18 15.18 14.93
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 20.88
Intersection LOS C
Intersection V/C 0.496
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 2.153 1.771 3.022 3.246 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 2.114 1.604 2.403 2.061 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
1812
Agenda Item # 10.
Volume to Capacity (v/c): 0.643
Level Of Service: E
Delay (sec / veh): 62.7
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
1813
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] 178 718 39 181 712 276 263 1183 181 299 605 144 Total 15-Minute Volume [veh/h] 45 180 10 45 178 69 66 296 45 75 151 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] 178 718 39 181 712 276 263 1183 181 299 605 144 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 -2 -1 0 0 2 3 2 0 -1 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] 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
1814
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
1815
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 179.56 589.10 580.61 182.83 536.18 430.96 248.95 676.86 690.79 271.85 344.75 339.03 95th-Percentile Queue Length [veh/ln] 7.18 23.56 23.22 7.31 21.45 17.24 9.96 27.07 27.63 10.87 13.79 13.56 50th-Percentile Queue Length [ft/ln] 99.75 420.87 413.81 101.57 376.97 291.06 148.89 494.51 506.29 166.15 222.45 217.97 50th-Percentile Queue Length [veh/ln] 3.99 16.83 16.55 4.06 15.08 11.64 5.96 19.78 20.25 6.65 8.90 8.72 Critical Lane Group No No Yes Yes No No No No Yes Yes No No Lane Group LOS E E E E E E E E E E D D
d, Delay for Lane Group [s/veh] 75.65 65.70 65.84 75.80 61.44 61.54 76.08 60.88 66.18 73.14 45.80 46.99 X, volume / capacity 0.41 0.72 0.72 0.42 0.70 0.61 0.54 0.79 0.79 0.54 0.41 0.41 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] 2.92 7.97 8.11 3.00 4.02 5.95 4.22 5.60 10.89 3.72 1.01 2.14 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] 72.74 57.73 57.73 72.80 57.42 55.59 71.86 55.28 55.30 69.42 44.79 44.84 c, Capacity [veh/h] 430 534 524 430 1017 454 488 1155 566 555 1234 587 s, saturation flow rate [veh/h] 3459 1870 1836 3459 3560 1589 3459 3560 1746 3459 3560 1693 (v / s)_i Volume / Saturation Flow Rate 0.05 0.20 0.20 0.05 0.20 0.17 0.08 0.26 0.26 0.09 0.14 0.14 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
1816
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 75.65 65.77 65.84 75.80 61.44 61.54 76.08 62.08 66.18 73.14 45.99 46.99 Movement LOS E E E E E E E E E E D D
d_A, Approach Delay [s/veh] 67.65 63.69 64.80 53.87
Approach LOS E E E D
d_I, Intersection Delay [s/veh] 62.69
Intersection LOS E
Intersection V/C 0.643
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 2.962 3.096 3.108 3.141 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 2.331 2.524 2.454 2.136 Bicycle LOS B B 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
1817
Agenda Item # 10.
Volume to Capacity (v/c): 0.461
Level Of Service: B
Delay (sec / veh): 19.0
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
1818
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 10 108 0 6 8 56 1693 29 9 855 99 Total 15-Minute Volume [veh/h] 15 3 27 0 2 2 14 423 7 2 214 25 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 10 108 0 6 8 56 1693 29 9 855 99 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 -1 0 0 0 2 7 0 0 -4 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] 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
1819
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
1820
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 315.25 24.76 123.84 397.46 417.70 21.44 243.10 246.95 95th-Percentile Queue Length [veh/ln] 12.61 0.99 4.95 15.90 16.71 0.86 9.72 9.88 50th-Percentile Queue Length [ft/ln] 199.45 13.75 68.80 264.18 280.39 11.91 144.52 147.40 50th-Percentile Queue Length [veh/ln] 7.98 0.55 2.75 10.57 11.22 0.48 5.78 5.90 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] 69.63 57.63 84.61 13.45 14.03 86.78 14.19 14.52 X, volume / capacity 0.52 0.04 0.37 0.46 0.46 0.12 0.28 0.28 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] 5.50 0.19 6.82 0.63 1.21 3.52 0.30 0.61 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] 64.13 57.44 77.80 12.82 12.82 83.27 13.89 13.91 c, Capacity [veh/h] 343 367 151 2451 1276 72 2293 1141
s, saturation flow rate [veh/h] 1549 1699 1781 3560 1854 1781 3560 1773 (v / s)_i Volume / Saturation Flow Rate 0.11 0.01 0.03 0.32 0.32 0.01 0.18 0.18 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
1821
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 69.63 69.63 69.63 57.63 57.63 57.63 84.61 13.64 14.03 86.78 14.28 14.52 Movement LOS E E E E E E F B B F B B
d_A, Approach Delay [s/veh] 69.63 57.63 15.88 14.98
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 19.05
Intersection LOS B
Intersection V/C 0.461
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 1.885 1.763 3.073 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 1.853 1.583 2.538 2.089 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
1822
Agenda Item # 10.
Volume to Capacity (v/c): 0.040
Level Of Service: F
Delay (sec / veh): 153.8
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 15 1 0 1 130 1687 2 6 1043 40 Total 15-Minute Volume [veh/h] 3 0 4 0 0 0 33 422 1 2 261 10 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 15 1 0 1 130 1687 2 6 1043 40 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 3 0 0 0 -5
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] 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
1823
Agenda Item # 10.
Intersection LOS F
d_I, Intersection Delay [s/veh] 1.57
Approach LOS F F A A
d_A, Approach Delay [s/veh] 60.33 88.05 1.48 0.14
95th-Percentile Queue Length [ft/ln] 26.79 26.79 26.79 3.38 3.38 3.38 40.65 0.00 0.00 2.58 0.00 0.00 95th-Percentile Queue Length [veh/ln] 1.07 1.07 1.07 0.14 0.14 0.14 1.63 0.00 0.00 0.10 0.00 0.00 Movement LOS F F D F F C C A A D A A
d_M, Delay for Movement [s/veh] 102.93 475.41 29.09 153.79 477.01 22.32 20.76 0.00 0.00 25.76 0.00 0.00 V/C, Movement V/C Ratio 0.25 0.00 0.04 0.04 0.00 0.00 0.36 0.02 0.00 0.03 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
1824
Agenda Item # 10.
Volume to Capacity (v/c): 0.525
Level Of Service: C
Delay (sec / veh): 28.4
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
1825
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] 66 0 209 0 0 0 91 1769 0 8 1027 95 Total 15-Minute Volume [veh/h] 17 0 52 0 0 0 23 442 0 2 257 24 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] 66 0 209 0 0 0 91 1769 0 8 1027 95 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 5 0 0 0 -2 0 0 0 3 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] 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
1826
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
1827
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 456.10 162.09 454.62 480.98 20.41 421.35 430.56 95th-Percentile Queue Length [veh/ln] 18.24 6.48 18.18 19.24 0.82 16.85 17.22 50th-Percentile Queue Length [ft/ln] 311.40 90.05 310.19 331.65 11.34 283.33 290.74 50th-Percentile Queue Length [veh/ln] 12.46 3.60 12.41 13.27 0.45 11.33 11.63 Critical Lane Group Yes No Yes No Yes No No
Lane Group LOS E E B B F C C
d, Delay for Lane Group [s/veh] 69.03 59.36 16.65 17.33 91.24 33.34 34.23 X, volume / capacity 0.67 0.23 0.50 0.50 0.15 0.45 0.45 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] 8.41 1.41 0.76 1.44 6.08 0.88 1.76 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] 60.62 57.95 15.89 15.89 85.16 32.45 32.47 c, Capacity [veh/h] 411 389 2332 1225 52 1660 834
s, saturation flow rate [veh/h] 1632 1781 3560 1870 1781 3560 1790 (v / s)_i Volume / Saturation Flow Rate 0.17 0.05 0.33 0.33 0.00 0.21 0.21 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
1828
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 69.03 69.03 69.03 0.00 0.00 0.00 59.36 16.88 17.33 91.24 33.58 34.23 Movement LOS E E E E B B F C C
d_A, Approach Delay [s/veh] 69.03 0.00 18.96 34.04
Approach LOS E A B C
d_I, Intersection Delay [s/veh] 28.40
Intersection LOS C
Intersection V/C 0.525
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 1.935 1.751 3.130 3.108 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 2.013 1.560 2.583 2.181 Bicycle LOS B A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
1829
Agenda Item # 10.
Volume to Capacity (v/c): 0.511
Level Of Service: D
Delay (sec / veh): 50.2
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
1830
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 1 299 0 199 53 1591 212 155 1110 1 Total 15-Minute Volume [veh/h] 0 0 0 75 0 50 13 398 53 39 278 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 1 299 0 199 53 1591 212 155 1110 1 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 -1 0 -2 0 3 4 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 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
1831
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
1832
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 2.08 244.25 244.25 323.31 106.02 823.55 848.24 150.78 439.56 464.56 95th-Percentile Queue Length [veh/ln] 0.08 9.77 9.77 12.93 4.24 32.94 33.93 6.03 17.58 18.58 50th-Percentile Queue Length [ft/ln] 1.16 145.38 145.38 205.70 58.90 619.46 640.68 83.76 298.00 318.27 50th-Percentile Queue Length [veh/ln] 0.05 5.82 5.82 8.23 2.36 24.78 25.63 3.35 11.92 12.73 Critical Lane Group Yes No No Yes No No Yes Yes No No
Lane Group LOS E E E E E D E E D D
d, Delay for Lane Group [s/veh] 73.66 55.19 55.19 59.77 72.62 51.37 56.28 71.32 38.21 39.18 X, volume / capacity 0.01 0.32 0.32 0.48 0.23 0.81 0.82 0.32 0.48 0.48 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] 0.08 1.79 1.79 3.86 2.32 4.99 9.79 1.72 1.08 2.05 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] 73.58 53.40 53.40 55.92 70.30 46.38 46.48 69.60 37.12 37.12 c, Capacity [veh/h] 153 468 468 418 231 1482 732 486 1521 799 s, saturation flow rate [veh/h] 1589 1781 1781 1589 1781 3560 1760 3459 3560 1869 (v / s)_i Volume / Saturation Flow Rate 0.00 0.08 0.08 0.13 0.03 0.34 0.34 0.04 0.20 0.20 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
1833
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 73.66 73.66 73.66 55.19 55.19 59.77 72.62 52.56 56.28 71.32 38.54 39.18 Movement LOS E E E E E E E D E E D D
d_A, Approach Delay [s/veh] 73.66 57.02 53.56 42.55
Approach LOS E E D D
d_I, Intersection Delay [s/veh] 50.19
Intersection LOS D
Intersection V/C 0.511
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 1.761 2.473 0.000 3.194 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 1.561 2.381 2.580 2.256 Bicycle LOS A B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 4 3 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
1834
Agenda Item # 10.
Volume to Capacity (v/c): 0.358
Level Of Service: D
Delay (sec / veh): 43.8
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
1835
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 86 1344 118 99 1077 0 Total 15-Minute Volume [veh/h] 0 0 0 0 0 0 22 336 30 25 269 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 86 1344 118 99 1077 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 3 0 0 -1 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 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
1836
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
1837
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 1.73 0.00 0.00 141.09 573.90 597.04 162.33 394.03 418.60 95th-Percentile Queue Length [veh/ln] 0.07 0.00 0.00 5.64 22.96 23.88 6.49 15.76 16.74 50th-Percentile Queue Length [ft/ln] 0.96 0.00 0.00 78.39 408.23 427.50 90.18 261.44 281.11 50th-Percentile Queue Length [veh/ln] 0.04 0.00 0.00 3.14 16.33 17.10 3.61 10.46 11.24 Critical Lane Group Yes No No No No Yes Yes No No
Lane Group LOS E A A E D D E D D
d, Delay for Lane Group [s/veh] 60.95 0.00 0.00 58.90 44.80 48.30 58.75 37.92 39.25 X, volume / capacity 0.01 0.00 0.00 0.31 0.74 0.74 0.34 0.53 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] 0.07 0.00 0.00 2.85 3.76 7.26 3.16 1.49 2.82 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 56.05 41.03 41.04 55.59 36.43 36.43 c, Capacity [veh/h] 158 450 472 279 1315 662 291 1339 703 s, saturation flow rate [veh/h] 1589 1781 1870 1781 3560 1794 1781 3560 1870 (v / s)_i Volume / Saturation Flow Rate 0.00 0.00 0.00 0.05 0.27 0.27 0.06 0.20 0.20 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
1838
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 58.90 45.76 48.30 58.75 38.38 39.25 Movement LOS E E E A A A E D D E D D
d_A, Approach Delay [s/veh] 60.95 0.00 46.69 40.09
Approach LOS E A D D
d_I, Intersection Delay [s/veh] 43.85
Intersection LOS D
Intersection V/C 0.358
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 1.760 2.023 0.000 2.970 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 2.411 2.206 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
1839
Agenda Item # 10.
Volume to Capacity (v/c): 0.447
Level Of Service: D
Delay (sec / veh): 49.8
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
1840
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] 14 4 5 77 13 97 27 1328 87 148 752 50 Total 15-Minute Volume [veh/h] 4 1 1 19 3 24 7 332 22 37 188 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] 14 4 5 77 13 97 27 1328 87 148 752 50 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 7 0 0 -4 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] 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
1841
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
1842
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 35.53 9.84 78.72 79.35 179.21 52.12 650.22 677.67 259.97 319.98 329.97 95th-Percentile Queue Length [veh/ln] 1.42 0.39 3.15 3.17 7.17 2.08 26.01 27.11 10.40 12.80 13.20 50th-Percentile Queue Length [ft/ln] 19.74 5.47 43.73 44.09 99.56 28.96 472.06 495.20 157.17 203.12 210.89 50th-Percentile Queue Length [veh/ln] 0.79 0.22 1.75 1.76 3.98 1.16 18.88 19.81 6.29 8.12 8.44 Critical Lane Group Yes No No No Yes No No Yes Yes No No Lane Group LOS E E E E E E D E E D D
d, Delay for Lane Group [s/veh] 69.08 68.20 58.19 58.17 61.92 68.84 52.87 56.10 66.03 35.54 36.19 X, volume / capacity 0.08 0.02 0.12 0.12 0.29 0.11 0.72 0.72 0.41 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 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] 0.62 0.21 0.65 0.64 2.18 0.90 3.52 6.74 3.47 0.64 1.26 I, Upstream Filtering Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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] 68.46 67.99 57.54 57.53 59.74 67.94 49.35 49.35 62.56 34.90 34.93 c, Capacity [veh/h] 238 210 375 380 335 245 1298 660 359 1515 771 s, saturation flow rate [veh/h] 1800 1589 1781 1806 1589 1781 3560 1812 1781 3560 1811 (v / s)_i Volume / Saturation Flow Rate 0.01 0.00 0.03 0.03 0.06 0.02 0.26 0.26 0.08 0.15 0.15 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
1843
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 69.08 69.08 68.20 58.18 58.17 61.92 68.84 53.82 56.10 66.03 35.73 36.19 Movement LOS E E E E E E E D E E D D
d_A, Approach Delay [s/veh] 68.88 60.12 54.24 40.48
Approach LOS E E D D
d_I, Intersection Delay [s/veh] 49.76
Intersection LOS D
Intersection V/C 0.447
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 1.991 2.268 0.000 3.016 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 1.598 1.868 2.353 2.082 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
1844
Agenda Item # 10.
Volume to Capacity (v/c): 0.483
Level Of Service: D
Delay (sec / veh): 47.1
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
1845
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 0 150 0 59 18 1467 136 31 952 0 Total 15-Minute Volume [veh/h] 0 0 0 38 0 15 5 367 34 8 238 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 0 150 0 59 18 1467 136 31 952 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 9 0 0 -5 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 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
1846
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
1847
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 1.38 302.08 32.18 718.60 742.44 55.44 387.84 409.62 95th-Percentile Queue Length [veh/ln] 0.06 12.08 1.29 28.74 29.70 2.22 15.51 16.38 50th-Percentile Queue Length [ft/ln] 0.77 189.27 17.88 529.85 550.11 30.80 256.51 273.91 50th-Percentile Queue Length [veh/ln] 0.03 7.57 0.72 21.19 22.00 1.23 10.26 10.96 Critical Lane Group No Yes No No Yes Yes No No
Lane Group LOS D D E D D E D D
d, Delay for Lane Group [s/veh] 38.70 46.87 60.96 49.91 53.34 60.80 39.51 40.36 X, volume / capacity 0.00 0.39 0.06 0.75 0.75 0.09 0.43 0.43 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 2.07 0.32 3.65 7.07 0.54 0.95 1.79 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 44.80 60.64 46.26 46.27 60.26 38.56 38.56 c, Capacity [veh/h] 664 541 327 1424 716 336 1444 758
s, saturation flow rate [veh/h] 1870 1472 1781 3560 1790 1781 3560 1870 (v / s)_i Volume / Saturation Flow Rate 0.00 0.14 0.01 0.30 0.30 0.02 0.18 0.18 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
1848
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 38.70 38.70 38.70 46.87 46.87 46.87 60.96 50.84 53.34 60.80 39.80 40.36 Movement LOS D D D D D D E D D E D D
d_A, Approach Delay [s/veh] 38.70 46.87 51.17 40.46
Approach LOS D D D D
d_I, Intersection Delay [s/veh] 47.10
Intersection LOS D
Intersection V/C 0.483
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 1.757 1.931 3.254 3.034 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 1.904 2.451 2.100 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
1849
Agenda Item # 10.
Volume to Capacity (v/c): 0.066
Level Of Service: B
Delay (sec / veh): 13.5
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] 31 274 205 19 32 83
Total 15-Minute Volume [veh/h] 8 69 51 5 8 21
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] 31 274 205 19 32 83
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 0 0 -2 7 4
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] 31 274 205 21 25 79
Name Distel Dr. Distel Dr. Distel Circle
Volumes
Version 2021 (SP 0-4)
Generated with
1850
Agenda Item # 10.
Intersection LOS B
d_I, Intersection Delay [s/veh] 2.38
Approach LOS A A B
d_A, Approach Delay [s/veh] 0.79 0.00 11.27
95th-Percentile Queue Length [ft/ln] 1.77 1.77 0.00 0.00 14.90 14.90 95th-Percentile Queue Length [veh/ln] 0.07 0.07 0.00 0.00 0.60 0.60 Movement LOS A A A A B B
d_M, Delay for Movement [s/veh] 7.74 0.00 0.00 0.00 13.51 10.41 V/C, Movement V/C Ratio 0.02 0.00 0.00 0.00 0.07 0.10
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
1851
Agenda Item # 10.
Volume to Capacity (v/c): 0.007
Level Of Service: C
Delay (sec / veh): 18.5
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] 4 3 3 125 3 173 3 52 142 159 33 1 Total 15-Minute Volume [veh/h] 1 1 1 31 1 43 1 13 36 40 8 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 3 3 125 3 173 3 52 142 159 33 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 2 0 2 0 0 1 -1 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] 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
1852
Agenda Item # 10.
Intersection LOS C
d_I, Intersection Delay [s/veh] 8.77
Approach LOS B C A A
d_A, Approach Delay [s/veh] 13.53 15.70 0.11 6.55
95th-Percentile Queue Length [ft/ln] 1.78 1.78 1.78 63.86 63.86 63.86 0.14 0.14 0.14 9.75 9.75 9.75 95th-Percentile Queue Length [veh/ln] 0.07 0.07 0.07 2.55 2.55 2.55 0.01 0.01 0.01 0.39 0.39 0.39 Movement LOS C B A C C B A A A A A A
d_M, Delay for Movement [s/veh] 16.50 14.45 8.66 18.12 18.46 13.90 7.29 0.00 0.00 7.95 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.01 0.00 0.28 0.01 0.19 0.00 0.00 0.00 0.12 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
1853
Agenda Item # 10.
Volume to Capacity (v/c): 0.811
Level Of Service: F
Delay (sec / veh): 164.2
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] 1111 58 17 1373 51 14
Total 15-Minute Volume [veh/h] 278 15 4 343 13 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] 1111 58 17 1373 51 14
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] -3 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] 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
1854
Agenda Item # 10.
Intersection LOS F
d_I, Intersection Delay [s/veh] 3.88
Approach LOS A A F
d_A, Approach Delay [s/veh] 0.00 0.14 153.55
95th-Percentile Queue Length [ft/ln] 0.00 0.00 2.21 0.00 105.79 105.79 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.09 0.00 4.23 4.23 Movement LOS A A B A F F
d_M, Delay for Movement [s/veh] 0.00 0.00 11.25 0.00 164.18 114.86 V/C, Movement V/C Ratio 0.01 0.00 0.03 0.01 0.81 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
1855
Agenda Item # 10.
Turning Movement Volume: Summary
Report File: \...\Existing + Project AM.pdf 3/25/2022
Vistro File: \...\330 Distel Circle Vistro AM.vistro Scenario 2 Existing Plus Project AM 3265
Total
Volume
95 Right
1027
Thru
8 Left
Southeastbound
0 Right
1769
Thru
91 Left
Northwestbound
0 Right
Southwestbound
209
Right
0 Thru
66 Left
Northeastbound
30 El Camino Real @ Distel Dr.
ID Intersection Name
2936
Total
Volume
40 Right
1043
Thru
6 Left
Southeastbound
2 Right
1687
Thru
130
Left
Northwestbound
1 Right
0 Thru
1 Left
Southwestbound
15 Right
0 Thru
11 Left
Northeastbound
29 El Camino Real @ Distel Cir.
ID Intersection Name
2933
Total
Volume
99 Right
855
Thru
9 Left
Southeastbound
29 Right
1693
Thru
56 Left
Northwestbound
8 Right
6 Thru
0 Left
Southwestbound
108
Right
10 Thru
60 Left
Northeastbound
28 El Camino Real @ Jordan Ave.
ID Intersection Name
4779
Total
Volume
144
Right
605
Thru
299
Left
Southeastbound
181
Right
1183
Thru
263
Left
Northwestbound
276
Right
712
Thru
181
Left
Southwestbound
39 Right
718
Thru
178
Left
Northeastbound
El Camino Real @ San Antonio
Rd. 26
ID Intersection Name
2808
Total
Volume
121
Right
737
Thru
53 Left
Southeastbound
7 Right
1426
Thru
101
Left
Northwestbound
4 Right
9 Thru
14 Left
Southwestbound
166
Right
4 Thru
166
Left
Northeastbound
El Camino Real @ Cesano Ct. /
Los Altos Ave. 25
ID Intersection Name
2636
Total
Volume
195
Right
0 Thru
279
Left
Westbound
0 Right
0 Thru
0 Left
Eastbound
0 Right
985
Thru
172
Left
Southbound
161
Right
844
Thru
0 Left
Northbound
San Antonio Rd. @ Almond
Ave. 2
ID Intersection Name
2531
Total
Volume
37 Right
48 Thru
43 Left
Westbound
182
Right
76 Thru
171
Left
Eastbound
61 Right
822
Thru
12 Left
Southbound
44 Right
885
Thru
150
Left
Northbound
1 San Antonio Rd. @ Portola Ave.
ID Intersection Name
Version 2021 (SP 0-4)
Generated with
1856
Agenda Item # 10.
2624
Total
Volume
14 Right
51 Left
Westbound
1373
Thru
17 Left
Southbound
58 Right
1111
Thru
Northbound
128 San Antonio @ Jordan
ID Intersection Name
701
Total
Volume
1 Right
33 Thru
159
Left
Southeastbound
142
Right
52 Thru
3 Left
Northwestbound
173
Right
3 Thru
125
Left
Southwestbound
3 Right
3 Thru
4 Left
Northeastbound
116 Distel Drive @ Marich Way
ID Intersection Name
644
Total
Volume
83 Right
32 Left
Southeastbound
19 Right
205
Thru
Southwestbound
274
Thru
31 Left
Northeastbound
115 Distel Drive @ Distel Circle
ID Intersection Name
2814
Total
Volume
0 Right
952
Thru
31 Left
Southeastbound
136
Right
1467
Thru
18 Left
Northwestbound
59 Right
0 Thru
150
Left
Southwestbound
0 Right
1 Thru
0 Left
Northeastbound
113 El Camino Real @ Ortega Ave
ID Intersection Name
2602
Total
Volume
50 Right
752
Thru
148
Left
Southeastbound
87 Right
1328
Thru
27 Left
Northwestbound
97 Right
13 Thru
77 Left
Southwestbound
5 Right
4 Thru
14 Left
Northeastbound
51 El Camino Real @ Showers Dr.
ID Intersection Name
2725
Total
Volume
0 Right
1077
Thru
99 Left
Southeastbound
118
Right
1344
Thru
86 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
3621
Total
Volume
1 Right
1110
Thru
155
Left
Southeastbound
212
Right
1591
Thru
53 Left
Northwestbound
199
Right
0 Thru
299
Left
Southwestbound
1 Right
0 Thru
0 Left
Northeastbound
El Camino Real @ Rengstorff
Ave. 31
ID Intersection Name
Version 2021 (SP 0-4)
Generated with
1857
Agenda Item # 10.
Intersection Analysis Summary
Report File: \...\Existing + Project PM.pdf 3/25/2022
Vistro File: \...\330 Distel Circle Vistro PM.vistro Scenario 2 Existing + 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 0.503 63.8 F
HCM 6th
Edition 128 San Antonio @ Jordan Two-way stop
SWB Thru 0.007 10.6 B
HCM 6th
Edition 116 Distel Drive @ Marich Way Two-way stop
SEB Left 0.054 9.7 A
HCM 6th
Edition 115 Distel Drive @ Distel Circle Two-way stop
NWB Left 0.402 40.2 D
HCM 6th
Edition Signalized El Camino Real @ OrtegaAve 113
NWB Left 0.534 53.9 D
HCM 6th
Edition Signalized El Camino Real @ ShowersDr. 51
NWB Left 0.523 48.5 D
HCM 6th
Edition Signalized El Camino Real @ Del MedioAve. 45
NWB Left 0.462 42.2 D
HCM 6th
Edition Signalized El Camino Real @ RengstorffAve. 31
NWB Left 0.504 37.5 D
HCM 6th
Edition 30 El Camino Real @ Distel Dr. Signalized
NEB Left 0.275 123.7 F
HCM 6th
Edition 29 El Camino Real @ Distel Cir. Two-way stop
SEB Left 0.519 35.3 D
HCM 6th
Edition Signalized El Camino Real @ JordanAve. 28
NWB Left 0.772 61.5 E
HCM 6th
Edition Signalized El Camino Real @ SanAntonio Rd. 26
NWB Left 0.565 15.5 B
HCM 6th
Edition Signalized El Camino Real @ CesanoCt. / Los Altos Ave. 25 NB Left 0.603 15.5 B
HCM 6th
Edition Signalized San Antonio Rd. @ AlmondAve. 2
SB Left 0.504 10.2 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
1858
Agenda Item # 10.
Volume to Capacity (v/c): 0.504
Level Of Service: B
Delay (sec / veh): 10.2
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
1859
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] 44 782 18 18 976 38 43 18 41 30 7 25 Total 15-Minute Volume [veh/h] 11 196 5 5 244 10 11 5 10 8 2 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] 44 782 18 18 976 38 43 18 41 30 7 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 1 0 0 0 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 1.0000 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] 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
1860
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
1861
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 16.15 63.08 62.64 8.43 100.00 98.86 16.36 11.56 16.61 95th-Percentile Queue Length [veh/ln] 0.65 2.52 2.51 0.34 4.00 3.95 0.65 0.46 0.66 50th-Percentile Queue Length [ft/ln] 8.97 35.05 34.80 4.68 55.55 54.92 9.09 6.42 9.23 50th-Percentile Queue Length [veh/ln] 0.36 1.40 1.39 0.19 2.22 2.20 0.36 0.26 0.37 Critical Lane Group Yes No No No No Yes No No Yes
Lane Group LOS B A A C B B B B B
d, Delay for Lane Group [s/veh] 19.46 8.30 8.30 22.84 10.59 10.61 13.35 13.56 13.87 X, volume / capacity 0.48 0.54 0.54 0.42 0.73 0.73 0.15 0.20 0.23 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] 3.89 0.60 0.60 6.60 1.49 1.51 0.16 0.46 0.42 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] 15.57 7.70 7.70 16.24 9.10 9.10 13.19 13.10 13.45 c, Capacity [veh/h] 91 750 744 42 699 690 418 207 272
s, saturation flow rate [veh/h] 1781 1870 1855 1781 1870 1845 1812 1589 869 (v / s)_i Volume / Saturation Flow Rate 0.02 0.21 0.21 0.01 0.27 0.27 0.03 0.03 0.07 g / C, Green / Cycle 0.05 0.40 0.40 0.02 0.37 0.37 0.13 0.13 0.13 g_i, Effective Green Time [s] 2 13 13 1 13 13 4 4 4
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] 34 34 34 34 34 34 34 34 34
Lane Group L C C L C C C R C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
1862
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 19.46 8.30 8.30 22.84 10.60 10.61 13.35 13.35 13.56 13.87 13.87 13.87 Movement LOS B A A C B B B B B B B B
d_A, Approach Delay [s/veh] 8.88 10.81 13.43 13.87
Approach LOS A B B B
d_I, Intersection Delay [s/veh] 10.24
Intersection LOS B
Intersection V/C 0.504
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] 6.97 0.00 6.97 6.97
I_p,int, Pedestrian LOS Score for Intersection 2.708 0.000 1.927 1.707 Crosswalk LOS B 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] 3564 3564 2376 2376 d_b, Bicycle Delay [s] 10.29 10.29 0.59 0.59
I_b,int, Bicycle LOS Score for Intersection 2.256 2.411 1.728 1.662 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
1863
Agenda Item # 10.
Volume to Capacity (v/c): 0.603
Level Of Service: B
Delay (sec / veh): 15.5
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
1864
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] 3 822 273 122 914 2 0 0 0 213 0 122 Total 15-Minute Volume [veh/h] 1 206 68 31 229 1 0 0 0 53 0 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] 3 822 273 122 914 2 0 0 0 213 0 122 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 1 0 0 0 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 1.0000 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] 3 821 273 122 914 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
1865
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
1866
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 12.56 239.14 225.24 96.10 134.89 134.80 0.00 139.00 74.41 95th-Percentile Queue Length [veh/ln] 0.50 9.57 9.01 3.84 5.40 5.39 0.00 5.56 2.98 50th-Percentile Queue Length [ft/ln] 6.98 141.57 131.28 53.39 74.94 74.89 0.00 77.22 41.34 50th-Percentile Queue Length [veh/ln] 0.28 5.66 5.25 2.14 3.00 3.00 0.00 3.09 1.65 Critical Lane Group No No Yes Yes No No No Yes No
Lane Group LOS F B B D A A A C C
d, Delay for Lane Group [s/veh] 305.43 14.81 15.06 37.53 8.58 8.58 0.00 26.47 24.41 X, volume / capacity 0.97 0.63 0.63 0.74 0.42 0.42 0.00 0.55 0.41 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] 273.04 2.56 2.80 8.86 0.96 0.96 0.00 1.72 1.27 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] 32.38 12.25 12.26 28.67 7.63 7.63 0.00 24.75 23.15 c, Capacity [veh/h] 3 912 835 165 1082 1081 393 388 299 s, saturation flow rate [veh/h] 1781 1870 1712 1781 1870 1869 1791 1473 1589 (v / s)_i Volume / Saturation Flow Rate 0.00 0.31 0.31 0.07 0.25 0.25 0.00 0.14 0.08 g / C, Green / Cycle 0.00 0.49 0.49 0.09 0.58 0.58 0.19 0.19 0.19 g_i, Effective Green Time [s] 0 32 32 6 37 37 12 12 12
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] 65 65 65 65 65 65 65 65 65
Lane Group L C C L C C C C R
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
1867
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 305.43 14.89 15.06 37.53 8.58 8.58 0.00 0.00 0.00 26.47 26.47 24.41 Movement LOS F B B D A A A A A C C C
d_A, Approach Delay [s/veh] 15.73 11.99 0.00 25.72
Approach LOS B B A C
d_I, Intersection Delay [s/veh] 15.51
Intersection LOS B
Intersection V/C 0.603
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 21.47 21.47 37.56
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.731 1.696 2.180 Crosswalk LOS F B A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1854 1854 1236 1236 d_b, Bicycle Delay [s] 0.17 0.17 4.72 4.72
I_b,int, Bicycle LOS Score for Intersection 2.465 2.416 1.560 2.112 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
1868
Agenda Item # 10.
Volume to Capacity (v/c): 0.565
Level Of Service: B
Delay (sec / veh): 15.5
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
1869
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] 105 5 82 13 2 18 74 1063 11 41 1714 159 Total 15-Minute Volume [veh/h] 26 1 21 3 1 5 19 266 3 10 429 40 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] 105 5 82 13 2 18 74 1063 11 41 1714 159 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 1 0 0 5 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] 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
1870
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
1871
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 193.34 128.24 53.12 141.96 168.83 180.49 76.85 341.10 352.11 95th-Percentile Queue Length [veh/ln] 7.73 5.13 2.12 5.68 6.75 7.22 3.07 13.64 14.08 50th-Percentile Queue Length [ft/ln] 108.09 71.25 29.51 78.87 93.80 100.27 42.69 219.59 228.23 50th-Percentile Queue Length [veh/ln] 4.32 2.85 1.18 3.15 3.75 4.01 1.71 8.78 9.13 Critical Lane Group Yes No No Yes No No No No Yes
Lane Group LOS E E E F A A E B B
d, Delay for Lane Group [s/veh] 66.34 57.34 60.08 83.49 7.28 7.52 79.29 10.29 10.99 X, volume / capacity 0.65 0.33 0.44 0.79 0.27 0.27 0.60 0.49 0.49 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] 4.14 0.79 4.09 13.30 0.26 0.50 8.28 0.68 1.37 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] 62.19 56.55 55.98 70.19 7.02 7.02 71.01 9.60 9.63 c, Capacity [veh/h] 169 245 74 94 2585 1351 68 2533 1273 s, saturation flow rate [veh/h] 793 1589 265 1781 3560 1860 1781 3560 1790 (v / s)_i Volume / Saturation Flow Rate 0.14 0.05 0.12 0.04 0.20 0.20 0.02 0.35 0.35 g / C, Green / Cycle 0.15 0.15 0.15 0.05 0.73 0.73 0.04 0.71 0.71 g_i, Effective Green Time [s] 23 23 23 8 109 109 6 107 107 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
1872
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 66.34 66.34 57.34 60.08 60.08 60.08 83.49 7.36 7.52 79.29 10.48 10.99 Movement LOS E E E E E E F A A E B B
d_A, Approach Delay [s/veh] 62.49 60.08 12.27 12.00
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 15.53
Intersection LOS B
Intersection V/C 0.565
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 2.107 1.771 3.103 3.255 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 1.876 1.614 2.191 2.612 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
1873
Agenda Item # 10.
Volume to Capacity (v/c): 0.772
Level Of Service: E
Delay (sec / veh): 61.5
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
1874
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] 207 449 87 303 619 147 359 787 125 436 1372 212 Total 15-Minute Volume [veh/h] 52 112 22 76 155 37 90 197 31 109 343 53 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] 207 449 87 303 619 147 359 787 125 436 1372 212 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 1 2 0 0 0 1 0 0 5 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] 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
1875
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
1876
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 190.20 375.90 361.08 264.94 404.63 205.36 308.52 391.20 398.40 327.75 713.76 760.93 95th-Percentile Queue Length [veh/ln] 7.61 15.04 14.44 10.60 16.19 8.21 12.34 15.65 15.94 13.11 28.55 30.44 50th-Percentile Queue Length [ft/ln] 105.84 247.02 235.30 160.92 269.91 116.76 194.24 259.19 264.93 209.16 525.74 565.87 50th-Percentile Queue Length [veh/ln] 4.23 9.88 9.41 6.44 10.80 4.67 7.77 10.37 10.60 8.37 21.03 22.63 Critical Lane Group No No Yes Yes No No Yes No No No No Yes Lane Group LOS E E E E D D F D D E E E
d, Delay for Lane Group [s/veh] 74.45 55.22 55.67 79.48 52.00 45.53 81.93 49.33 52.76 64.38 60.71 72.15 X, volume / capacity 0.65 0.62 0.62 0.79 0.68 0.36 0.85 0.65 0.65 0.73 0.93 0.94 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] 9.76 6.47 6.89 15.53 4.17 2.52 18.65 3.38 6.79 7.53 14.24 25.45 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] 64.69 48.75 48.78 63.95 47.83 43.01 63.29 45.95 45.96 56.85 46.47 46.70 c, Capacity [veh/h] 320 442 417 382 906 404 423 949 464 600 1141 559 s, saturation flow rate [veh/h] 3113 1683 1589 3113 3204 1431 3113 3204 1568 3113 3204 1571 (v / s)_i Volume / Saturation Flow Rate 0.07 0.16 0.16 0.10 0.19 0.10 0.12 0.19 0.19 0.14 0.33 0.33 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
1877
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 74.45 55.39 55.67 79.48 52.00 45.53 81.93 50.09 52.76 64.38 63.31 72.15 Movement LOS E E E E D D F D D E E E
d_A, Approach Delay [s/veh] 60.73 58.90 59.35 64.47
Approach LOS E E E E
d_I, Intersection Delay [s/veh] 61.48
Intersection LOS E
Intersection V/C 0.772
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 2.934 3.047 3.183 3.201 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 2.173 2.442 2.259 2.671 Bicycle LOS B B 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
1878
Agenda Item # 10.
Volume to Capacity (v/c): 0.519
Level Of Service: D
Delay (sec / veh): 35.3
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
1879
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] 63 1 91 5 3 12 64 1238 5 26 1798 75 Total 15-Minute Volume [veh/h] 16 0 23 1 1 3 16 310 1 7 450 19 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] 63 1 91 5 3 12 64 1238 5 26 1798 75 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 1 0 0 8 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] 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
1880
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
1881
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 207.95 25.15 87.22 372.91 395.20 35.30 637.86 679.20 95th-Percentile Queue Length [veh/ln] 8.32 1.01 3.49 14.92 15.81 1.41 25.51 27.17 50th-Percentile Queue Length [ft/ln] 118.64 13.97 48.46 244.65 262.38 19.61 461.67 496.49 50th-Percentile Queue Length [veh/ln] 4.75 0.56 1.94 9.79 10.50 0.78 18.47 19.86 Critical Lane Group Yes No Yes No No No No Yes
Lane Group LOS D D D C C D D D
d, Delay for Lane Group [s/veh] 44.35 38.68 46.40 27.94 28.94 46.45 37.38 40.99 X, volume / capacity 0.35 0.04 0.17 0.50 0.50 0.07 0.79 0.79 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] 2.25 0.19 1.00 1.11 2.11 0.42 4.01 7.59 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] 42.10 38.49 45.40 26.83 26.83 46.03 33.37 33.40 c, Capacity [veh/h] 437 448 373 1625 852 347 1574 810
s, saturation flow rate [veh/h] 1525 1580 1781 3560 1866 1781 3560 1832 (v / s)_i Volume / Saturation Flow Rate 0.10 0.01 0.04 0.23 0.23 0.01 0.35 0.35 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
1882
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 44.35 44.35 44.35 38.68 38.68 38.68 46.40 28.28 28.94 46.45 38.51 40.99 Movement LOS D D D D D D D C C D D D
d_A, Approach Delay [s/veh] 44.35 38.68 29.17 38.71
Approach LOS D D C D
d_I, Intersection Delay [s/veh] 35.28
Intersection LOS D
Intersection V/C 0.519
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 1.857 1.749 3.144 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 1.815 1.593 2.278 2.604 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
1883
Agenda Item # 10.
Volume to Capacity (v/c): 0.275
Level Of Service: F
Delay (sec / veh): 123.7
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] 10 0 30 1 0 0 40 1337 0 14 1587 21 Total 15-Minute Volume [veh/h] 3 0 8 0 0 0 10 334 0 4 397 5 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] 10 0 30 1 0 0 40 1337 0 14 1587 21 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 0 0 0 0 8
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] 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
1884
Agenda Item # 10.
Intersection LOS F
d_I, Intersection Delay [s/veh] 1.27
Approach LOS F F A A
d_A, Approach Delay [s/veh] 59.18 95.00 0.81 0.17
95th-Percentile Queue Length [ft/ln] 38.87 38.87 38.87 1.85 1.85 1.85 18.43 0.00 0.00 4.11 0.00 0.00 95th-Percentile Queue Length [veh/ln] 1.55 1.55 1.55 0.07 0.07 0.07 0.74 0.00 0.00 0.16 0.00 0.00 Movement LOS F F E F F C D A A C A A
d_M, Delay for Movement [s/veh] 123.68 405.55 37.69 95.00 394.07 17.67 27.88 0.00 0.00 19.16 0.00 0.00 V/C, Movement V/C Ratio 0.27 0.00 0.11 0.02 0.00 0.00 0.20 0.01 0.00 0.05 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
1885
Agenda Item # 10.
Volume to Capacity (v/c): 0.504
Level Of Service: D
Delay (sec / veh): 37.5
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
1886
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] 42 0 100 0 0 0 74 1310 0 6 1851 21 Total 15-Minute Volume [veh/h] 11 0 25 0 0 0 19 328 0 2 463 5 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] 42 0 100 0 0 0 74 1310 0 6 1851 21 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 1 0 0 0 6 6 0 0 1 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] 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
1887
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
1888
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 201.53 108.15 419.22 444.84 8.64 680.38 730.08 95th-Percentile Queue Length [veh/ln] 8.06 4.33 16.77 17.79 0.35 27.22 29.20 50th-Percentile Queue Length [ft/ln] 113.99 60.08 281.62 302.27 4.80 497.48 539.60 50th-Percentile Queue Length [veh/ln] 4.56 2.40 11.26 12.09 0.19 19.90 21.58 Critical Lane Group Yes Yes No No No No Yes
Lane Group LOS D D C C D D D
d, Delay for Lane Group [s/veh] 45.84 49.30 30.10 31.19 48.82 40.07 43.55 X, volume / capacity 0.32 0.19 0.53 0.53 0.02 0.79 0.79 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] 1.93 1.12 1.21 2.29 0.09 4.06 7.53 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] 43.91 48.18 28.89 28.89 48.73 36.01 36.02 c, Capacity [veh/h] 441 383 1635 859 348 1564 817
s, saturation flow rate [veh/h] 1642 1781 3560 1870 1781 3560 1859 (v / s)_i Volume / Saturation Flow Rate 0.09 0.04 0.24 0.24 0.00 0.35 0.35 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
1889
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 45.84 45.84 45.84 0.00 0.00 0.00 49.30 30.48 31.19 48.82 41.24 43.55 Movement LOS D D D D C C D D D
d_A, Approach Delay [s/veh] 45.84 0.00 31.48 41.29
Approach LOS D A C D
d_I, Intersection Delay [s/veh] 37.49
Intersection LOS D
Intersection V/C 0.504
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 1.835 1.742 3.160 3.143 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 1.794 1.560 2.321 2.593 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
1890
Agenda Item # 10.
Volume to Capacity (v/c): 0.462
Level Of Service: D
Delay (sec / veh): 42.2
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
1891
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 0 273 0 139 64 1158 201 206 1838 0 Total 15-Minute Volume [veh/h] 0 0 0 68 0 35 16 290 50 52 460 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 0 273 0 139 64 1158 201 206 1838 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 4 0 7 0 1 1 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 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
1892
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
1893
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 0.00 196.25 196.25 202.23 98.04 489.55 490.81 154.83 679.61 733.04 95th-Percentile Queue Length [veh/ln] 0.00 7.85 7.85 8.09 3.92 19.58 19.63 6.19 27.18 29.32 50th-Percentile Queue Length [ft/ln] 0.00 110.18 110.18 114.49 54.47 338.65 339.68 86.02 496.83 542.11 50th-Percentile Queue Length [veh/ln] 0.00 4.41 4.41 4.58 2.18 13.55 13.59 3.44 19.87 21.68 Critical Lane Group No No No Yes Yes No No No Yes No
Lane Group LOS A D D D D D D D D D
d, Delay for Lane Group [s/veh] 0.00 46.73 46.73 47.87 53.42 36.81 38.86 52.80 41.73 45.39 X, volume / capacity 0.00 0.30 0.30 0.34 0.20 0.62 0.62 0.30 0.79 0.79 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] 0.00 1.69 1.69 2.29 1.36 1.99 4.05 1.16 4.38 8.04 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] 0.00 45.04 45.04 45.58 52.05 34.81 34.81 51.64 37.35 37.35 c, Capacity [veh/h] 66 455 455 406 324 1469 715 676 1517 797 s, saturation flow rate [veh/h] 1870 1781 1781 1589 1781 3560 1732 3459 3560 1870 (v / s)_i Volume / Saturation Flow Rate 0.00 0.08 0.08 0.09 0.04 0.26 0.26 0.06 0.34 0.34 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
1894
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 0.00 0.00 0.00 46.73 46.73 47.87 53.42 37.24 38.86 52.80 42.99 45.39 Movement LOS A A A D D D D D D D D D
d_A, Approach Delay [s/veh] 0.00 47.11 38.20 43.98
Approach LOS A D D D
d_I, Intersection Delay [s/veh] 42.19
Intersection LOS D
Intersection V/C 0.462
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 1.755 2.457 0.000 3.227 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 1.560 2.239 2.342 2.684 Bicycle LOS A B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 4 3 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
1895
Agenda Item # 10.
Volume to Capacity (v/c): 0.523
Level Of Service: D
Delay (sec / veh): 48.5
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
1896
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 1076 96 118 1935 2 Total 15-Minute Volume [veh/h] 0 0 1 11 0 35 15 269 24 30 484 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 1076 96 118 1935 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 1 0 0 5 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
1897
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
1898
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 6.93 61.67 204.24 102.82 442.91 456.81 195.20 783.19 854.50 95th-Percentile Queue Length [veh/ln] 0.28 2.47 8.17 4.11 17.72 18.27 7.81 31.33 34.18 50th-Percentile Queue Length [ft/ln] 3.85 34.26 115.95 57.12 300.71 311.98 109.43 584.88 646.07 50th-Percentile Queue Length [veh/ln] 0.15 1.37 4.64 2.28 12.03 12.48 4.38 23.40 25.84 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 40.16 42.08 60.39 49.99 56.10 X, volume / capacity 0.02 0.10 0.35 0.26 0.59 0.59 0.41 0.89 0.89 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 1.97 3.88 4.16 8.38 14.50 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 38.19 38.20 56.23 41.60 41.60 c, Capacity [veh/h] 164 450 402 232 1315 662 291 1434 753 s, saturation flow rate [veh/h] 1651 1781 1589 1781 3560 1793 1781 3560 1869 (v / s)_i Volume / Saturation Flow Rate 0.00 0.03 0.09 0.03 0.22 0.22 0.07 0.36 0.36 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
1899
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 40.69 42.08 60.39 52.09 56.10 Movement LOS E E E D D D E D D E D E
d_A, Approach Delay [s/veh] 61.26 47.12 41.83 52.57
Approach LOS E D D D
d_I, Intersection Delay [s/veh] 48.48
Intersection LOS D
Intersection V/C 0.523
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 2.073 0.000 3.075 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 2.238 2.690 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
1900
Agenda Item # 10.
Volume to Capacity (v/c): 0.534
Level Of Service: D
Delay (sec / veh): 53.9
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
1901
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 1001 152 237 1566 122 Total 15-Minute Volume [veh/h] 13 7 21 50 8 30 22 250 38 59 392 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 1001 152 237 1566 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 1 0 0 8 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
1902
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
1903
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 133.58 144.15 163.76 165.53 172.97 153.24 496.29 509.65 348.06 687.39 730.54 95th-Percentile Queue Length [veh/ln] 5.34 5.77 6.55 6.62 6.92 6.13 19.85 20.39 13.92 27.50 29.22 50th-Percentile Queue Length [ft/ln] 74.21 80.08 90.98 91.96 96.09 85.13 344.16 355.12 225.05 503.40 539.99 50th-Percentile Queue Length [veh/ln] 2.97 3.20 3.64 3.68 3.84 3.41 13.77 14.20 9.00 20.14 21.60 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 65.51 53.13 57.93 62.30 50.25 56.34 X, volume / capacity 0.31 0.37 0.26 0.25 0.30 0.39 0.75 0.75 0.64 0.85 0.85 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 5.15 4.92 9.70 8.12 6.92 12.94 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 60.36 48.20 48.22 54.18 43.33 43.40 c, Capacity [veh/h] 251 220 450 456 402 223 1035 508 372 1320 668 s, saturation flow rate [veh/h] 1811 1589 1781 1803 1589 1781 3560 1747 1781 3560 1802 (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 0.31 0.32 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
1904
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 65.51 54.22 57.93 62.30 51.98 56.34 Movement LOS E E E D D D E D E E D E
d_A, Approach Delay [s/veh] 62.41 46.48 55.48 53.53
Approach LOS E D E D
d_I, Intersection Delay [s/veh] 53.90
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 2.030 2.342 0.000 3.122 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 2.242 2.618 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
1905
Agenda Item # 10.
Volume to Capacity (v/c): 0.402
Level Of Service: D
Delay (sec / veh): 40.2
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
1906
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 71 0 38 13 1249 111 45 1616 0 Total 15-Minute Volume [veh/h] 1 1 1 18 0 10 3 312 28 11 404 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 71 0 38 13 1249 111 45 1616 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 1 0 0 8 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
1907
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
1908
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 14.17 151.53 17.72 494.25 509.98 61.31 585.57 627.85 95th-Percentile Queue Length [veh/ln] 0.57 6.06 0.71 19.77 20.40 2.45 23.42 25.11 50th-Percentile Queue Length [ft/ln] 7.87 84.18 9.84 342.49 355.40 34.06 417.93 453.27 50th-Percentile Queue Length [veh/ln] 0.31 3.37 0.39 13.70 14.22 1.36 16.72 18.13 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 43.71 44.55 38.37 40.46 44.13 39.82 42.48 X, volume / capacity 0.02 0.24 0.03 0.64 0.64 0.10 0.72 0.72 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 1.30 0.14 2.17 4.26 0.47 3.07 5.73 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 42.41 44.41 36.19 36.20 43.67 36.75 36.75 c, Capacity [veh/h] 481 446 416 1424 717 439 1472 773
s, saturation flow rate [veh/h] 1648 1487 1781 3560 1793 1781 3560 1870 (v / s)_i Volume / Saturation Flow Rate 0.01 0.07 0.01 0.25 0.25 0.03 0.30 0.30 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
1909
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 39.94 39.94 39.94 43.71 43.71 43.71 44.55 38.94 40.46 44.13 40.73 42.48 Movement LOS D D D D D D D D D D D D
d_A, Approach Delay [s/veh] 39.94 43.71 39.12 40.83
Approach LOS D D D D
d_I, Intersection Delay [s/veh] 40.18
Intersection LOS D
Intersection V/C 0.402
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 1.870 3.198 3.102 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 1.739 2.315 2.473 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
1910
Agenda Item # 10.
Volume to Capacity (v/c): 0.054
Level Of Service: A
Delay (sec / veh): 9.7
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 85 63 9 45 32
Total 15-Minute Volume [veh/h] 1 21 16 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 85 63 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 0 0 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
1911
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] 0.17 0.00 9.40
95th-Percentile Queue Length [ft/ln] 0.10 0.10 0.00 0.00 7.05 7.05 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.28 0.28 Movement LOS A A A A A A
d_M, Delay for Movement [s/veh] 7.36 0.00 0.00 0.00 9.70 8.99 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
1912
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 49 5 40 3 19 38 43 24 3 Total 15-Minute Volume [veh/h] 0 1 0 12 1 10 1 5 10 11 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 49 5 40 3 19 38 43 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 0 0 0 0 0 0 1 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
1913
Agenda Item # 10.
Intersection LOS B
d_I, Intersection Delay [s/veh] 5.63
Approach LOS A A A A
d_A, Approach Delay [s/veh] 9.75 9.64 0.36 4.54
95th-Percentile Queue Length [ft/ln] 0.40 0.40 0.40 9.05 9.05 9.05 0.14 0.14 0.14 2.14 2.14 2.14 95th-Percentile Queue Length [veh/ln] 0.02 0.02 0.02 0.36 0.36 0.36 0.01 0.01 0.01 0.09 0.09 0.09 Movement LOS A B A B B A A A A A A A
d_M, Delay for Movement [s/veh] 9.94 10.19 8.45 10.08 10.55 8.98 7.27 0.00 0.00 7.39 0.00 0.00 V/C, Movement V/C Ratio 0.00 0.00 0.00 0.06 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
1914
Agenda Item # 10.
Volume to Capacity (v/c): 0.503
Level Of Service: F
Delay (sec / veh): 63.8
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] 927 54 20 969 57 13
Total 15-Minute Volume [veh/h] 232 14 5 242 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] 927 54 20 969 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] 1 0 0 0 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
1915
Agenda Item # 10.
Intersection LOS F
d_I, Intersection Delay [s/veh] 2.13
Approach LOS A A F
d_A, Approach Delay [s/veh] 0.00 0.21 59.17
95th-Percentile Queue Length [ft/ln] 0.00 0.00 2.21 0.00 63.41 63.41 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.09 0.00 2.54 2.54 Movement LOS A A B A F E
d_M, Delay for Movement [s/veh] 0.00 0.00 10.30 0.00 63.79 38.87 V/C, Movement V/C Ratio 0.01 0.00 0.03 0.01 0.50 0.02
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
1916
Agenda Item # 10.
Turning Movement Volume: Summary
Report File: \...\Existing + Project PM.pdf 3/25/2022
Vistro File: \...\330 Distel Circle Vistro PM.vistro Scenario 2 Existing + Project PM 3404
Total
Volume
21 Right
1851
Thru
6 Left
Southeastbound
0 Right
1310
Thru
74 Left
Northwestbound
0 Right
Southwestbound
100
Right
0 Thru
42 Left
Northeastbound
30 El Camino Real @ Distel Dr.
ID Intersection Name
3040
Total
Volume
21 Right
1587
Thru
14 Left
Southeastbound
0 Right
1337
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
3381
Total
Volume
75 Right
1798
Thru
26 Left
Southeastbound
5 Right
1238
Thru
64 Left
Northwestbound
12 Right
3 Thru
5 Left
Southwestbound
91 Right
1 Thru
63 Left
Northeastbound
28 El Camino Real @ Jordan Ave.
ID Intersection Name
5103
Total
Volume
212
Right
1372
Thru
436
Left
Southeastbound
125
Right
787
Thru
359
Left
Northwestbound
147
Right
619
Thru
303
Left
Southwestbound
87 Right
449
Thru
207
Left
Northeastbound
El Camino Real @ San Antonio
Rd. 26
ID Intersection Name
3287
Total
Volume
159
Right
1714
Thru
41 Left
Southeastbound
11 Right
1063
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
2471
Total
Volume
122
Right
0 Thru
213
Left
Westbound
0 Right
0 Thru
0 Left
Eastbound
2 Right
914
Thru
122
Left
Southbound
273
Right
822
Thru
3 Left
Northbound
San Antonio Rd. @ Almond
Ave. 2
ID Intersection Name
2040
Total
Volume
25 Right
7 Thru
30 Left
Westbound
41 Right
18 Thru
43 Left
Eastbound
38 Right
976
Thru
18 Left
Southbound
18 Right
782
Thru
44 Left
Northbound
1 San Antonio Rd. @ Portola Ave.
ID Intersection Name
Version 2021 (SP 0-4)
Generated with
1917
Agenda Item # 10.
2040
Total
Volume
13 Right
57 Left
Westbound
969
Thru
20 Left
Southbound
54 Right
927
Thru
Northbound
128 San Antonio @ Jordan
ID Intersection Name
228
Total
Volume
3 Right
24 Thru
43 Left
Southeastbound
38 Right
19 Thru
3 Left
Northwestbound
40 Right
5 Thru
49 Left
Southwestbound
1 Right
3 Thru
0 Left
Northeastbound
116 Distel Drive @ Marich Way
ID Intersection Name
236
Total
Volume
32 Right
45 Left
Southeastbound
9 Right
63 Thru
Southwestbound
85 Thru
2 Left
Northeastbound
115 Distel Drive @ Distel Circle
ID Intersection Name
3154
Total
Volume
0 Right
1616
Thru
45 Left
Southeastbound
111
Right
1249
Thru
13 Left
Northwestbound
38 Right
0 Thru
71 Left
Southwestbound
4 Right
4 Thru
3 Left
Northeastbound
113 El Camino Real @ Ortega Ave
ID Intersection Name
3676
Total
Volume
122
Right
1566
Thru
237
Left
Southeastbound
152
Right
1001
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
3477
Total
Volume
2 Right
1935
Thru
118
Left
Southeastbound
96 Right
1076
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
3879
Total
Volume
0 Right
1838
Thru
206
Left
Southeastbound
201
Right
1158
Thru
64 Left
Northwestbound
139
Right
0 Thru
273
Left
Southwestbound
0 Right
0 Thru
0 Left
Northeastbound
El Camino Real @ Rengstorff
Ave. 31
ID Intersection Name
Version 2021 (SP 0-4)
Generated with
1918
Agenda Item # 10.
Intersection Analysis Summary
Report File: \...\Near-Term AM.pdf 3/25/2022
Vistro File: \...\330 Distel Circle Vistro AM.vistro Scenario 3 Near-Term 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 0.839 175.5 F
HCM 6th
Edition 128 San Antonio @ Jordan Two-way stop
SWB Thru 0.007 18.7 C
HCM 6th
Edition 116 Distel Drive @ Marich Way Two-way stop
SEB Left 0.053 13.5 B
HCM 6th
Edition 115 Distel Drive @ Distel Circle Two-way stop
NWB Left 0.513 48.0 D
HCM 6th
Edition Signalized El Camino Real @ OrtegaAve 113
NEB Left 0.458 50.5 D
HCM 6th
Edition Signalized El Camino Real @ ShowersDr. 51
NEB Right 0.377 45.0 D
HCM 6th
Edition Signalized El Camino Real @ Del MedioAve. 45
NEB Right 0.567 51.6 D
HCM 6th
Edition Signalized El Camino Real @ RengstorffAve. 31
SEB Left 0.533 28.6 C
HCM 6th
Edition 30 El Camino Real @ Distel Dr. Signalized
SWB Left 0.046 175.4 F
HCM 6th
Edition 29 El Camino Real @ Distel Cir. Two-way stop
SEB Left 0.474 19.2 B
HCM 6th
Edition Signalized El Camino Real @ JordanAve. 28
NWB Left 0.656 63.5 E
HCM 6th
Edition Signalized El Camino Real @ SanAntonio Rd. 26
SEB Left 0.511 20.6 C
HCM 6th
Edition Signalized El Camino Real @ CesanoCt. / Los Altos Ave. 25 SB Left 0.616 18.4 B
HCM 6th
Edition Signalized San Antonio Rd. @ AlmondAve. 2
SB Left 0.680 19.8 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
1919
Agenda Item # 10.
Volume to Capacity (v/c): 0.680
Level Of Service: B
Delay (sec / veh): 19.8
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
1920
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] 150 895 44 12 844 61 171 76 182 43 48 36 Total 15-Minute Volume [veh/h] 38 224 11 3 211 15 43 19 46 11 12 9 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] 150 895 44 12 844 61 171 76 182 43 48 36 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 8 0 0 24 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 1.0000 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] 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
1921
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
1922
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 102.94 208.19 205.67 11.13 244.67 240.46 132.59 80.85 53.97 95th-Percentile Queue Length [veh/ln] 4.12 8.33 8.23 0.45 9.79 9.62 5.30 3.23 2.16 50th-Percentile Queue Length [ft/ln] 57.19 118.81 116.98 6.18 145.69 142.55 73.66 44.91 29.98 50th-Percentile Queue Length [veh/ln] 2.29 4.75 4.68 0.25 5.83 5.70 2.95 1.80 1.20 Critical Lane Group Yes No No No No Yes Yes No No
Lane Group LOS C B B D C C B B B
d, Delay for Lane Group [s/veh] 32.30 16.01 16.03 40.95 23.08 23.15 18.51 15.19 16.28 X, volume / capacity 0.76 0.64 0.64 0.44 0.82 0.82 0.56 0.33 0.40 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] 5.79 0.94 0.95 10.94 3.06 3.13 1.13 0.35 0.79 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] 26.51 15.08 15.08 30.01 20.02 20.02 17.38 14.84 15.49 c, Capacity [veh/h] 198 738 726 27 558 545 439 550 321
s, saturation flow rate [veh/h] 1781 1870 1839 1781 1870 1826 982 1589 702 (v / s)_i Volume / Saturation Flow Rate 0.08 0.25 0.25 0.01 0.24 0.24 0.25 0.11 0.18 g / C, Green / Cycle 0.11 0.39 0.39 0.02 0.30 0.30 0.35 0.35 0.35 g_i, Effective Green Time [s] 7 24 24 1 18 18 21 21 21
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] 61 61 61 61 61 61 61 61 61
Lane Group L C C L C C C R C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
1923
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 32.30 16.02 16.03 40.95 23.11 23.15 18.51 18.51 15.19 16.28 16.28 16.28 Movement LOS C B B D C C B B B B B B
d_A, Approach Delay [s/veh] 18.26 23.35 17.11 16.28
Approach LOS B C B B
d_I, Intersection Delay [s/veh] 19.79
Intersection LOS B
Intersection V/C 0.680
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] 19.81 0.00 19.81 19.81
I_p,int, Pedestrian LOS Score for Intersection 2.829 0.000 2.104 1.818 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] 1958 1958 1306 1306 d_b, Bicycle Delay [s] 0.01 0.01 3.69 3.69
I_b,int, Bicycle LOS Score for Intersection 2.458 2.316 2.267 1.769 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
1924
Agenda Item # 10.
Volume to Capacity (v/c): 0.616
Level Of Service: B
Delay (sec / veh): 18.4
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
1925
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] 0 853 163 172 1000 7 2 0 0 282 0 195 Total 15-Minute Volume [veh/h] 0 213 41 43 250 2 1 0 0 71 0 49 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] 0 853 163 172 1000 7 2 0 0 282 0 195 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 6 2 0 19 7 2 0 0 3 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] 0 847 161 172 981 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
1926
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
1927
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 0.00 268.41 257.77 142.33 189.67 189.36 1.55 193.07 130.82 95th-Percentile Queue Length [veh/ln] 0.00 10.74 10.31 5.69 7.59 7.57 0.06 7.72 5.23 50th-Percentile Queue Length [ft/ln] 0.00 163.55 155.51 79.07 105.46 105.24 0.86 107.90 72.68 50th-Percentile Queue Length [veh/ln] 0.00 6.54 6.22 3.16 4.22 4.21 0.03 4.32 2.91 Critical Lane Group No No Yes Yes No No No Yes No
Lane Group LOS A B B D B B C C C
d, Delay for Lane Group [s/veh] 0.00 18.95 19.13 37.69 10.72 10.72 31.69 26.45 25.74 X, volume / capacity 0.00 0.64 0.64 0.77 0.48 0.48 0.01 0.56 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] 0.00 3.11 3.29 7.63 1.25 1.26 0.03 1.41 1.72 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] 0.00 15.84 15.84 30.06 9.46 9.46 31.66 25.03 24.02 c, Capacity [veh/h] 0 810 765 224 1045 1043 182 501 366 s, saturation flow rate [veh/h] 1781 1870 1767 1781 1870 1865 350 1738 1589 (v / s)_i Volume / Saturation Flow Rate 0.00 0.28 0.28 0.10 0.27 0.27 0.01 0.16 0.12 g / C, Green / Cycle 0.00 0.43 0.43 0.13 0.56 0.56 0.23 0.23 0.23 g_i, Effective Green Time [s] 0 31 31 9 40 40 16 16 16
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] 71 71 71 71 71 71 71 71 71
Lane Group L C C L C C C C R
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
1928
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 0.00 19.02 19.13 37.69 10.72 10.72 31.69 31.69 31.69 26.45 26.45 25.74 Movement LOS A B B D B B C C C C C C
d_A, Approach Delay [s/veh] 19.04 14.65 31.69 26.16
Approach LOS B B C C
d_I, Intersection Delay [s/veh] 18.39
Intersection LOS B
Intersection V/C 0.616
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 24.49 24.49 40.65
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.795 1.703 2.210 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] 1692 1692 1128 1128 d_b, Bicycle Delay [s] 0.84 0.84 6.75 6.75
I_b,int, Bicycle LOS Score for Intersection 2.398 2.532 1.563 2.347 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
1929
Agenda Item # 10.
Volume to Capacity (v/c): 0.511
Level Of Service: C
Delay (sec / veh): 20.6
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
1930
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] 166 4 166 14 9 4 101 1499 7 53 778 121 Total 15-Minute Volume [veh/h] 42 1 42 4 2 1 25 375 2 13 195 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] 166 4 166 14 9 4 101 1499 7 53 778 121 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 76 0 0 40 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] 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
1931
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
1932
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 270.99 245.49 41.60 190.13 282.10 298.22 101.72 184.68 186.77 95th-Percentile Queue Length [veh/ln] 10.84 9.82 1.66 7.61 11.28 11.93 4.07 7.39 7.47 50th-Percentile Queue Length [ft/ln] 165.50 146.31 23.11 105.79 173.95 186.30 56.51 102.60 103.76 50th-Percentile Queue Length [veh/ln] 6.62 5.85 0.92 4.23 6.96 7.45 2.26 4.10 4.15 Critical Lane Group Yes No No No No Yes Yes No No
Lane Group LOS E E E F B B F B B
d, Delay for Lane Group [s/veh] 63.81 56.57 56.18 80.84 10.63 11.08 83.12 10.73 11.03 X, volume / capacity 0.73 0.55 0.40 0.81 0.40 0.40 0.72 0.26 0.26 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] 4.26 1.57 3.91 12.03 0.50 0.95 12.11 0.26 0.54 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] 59.55 55.00 52.26 68.81 10.13 10.13 71.00 10.47 10.48 c, Capacity [veh/h] 234 301 67 124 2448 1283 74 2348 1151 s, saturation flow rate [veh/h] 984 1589 159 1781 3560 1866 1781 3560 1745 (v / s)_i Volume / Saturation Flow Rate 0.17 0.10 0.17 0.06 0.28 0.28 0.03 0.17 0.17 g / C, Green / Cycle 0.19 0.19 0.19 0.07 0.69 0.69 0.04 0.66 0.66 g_i, Effective Green Time [s] 29 29 29 10 103 103 6 99 99 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
1933
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 63.81 63.81 56.57 56.18 56.18 56.18 80.84 10.78 11.08 83.12 10.80 11.03 Movement LOS E E E E E E F B B F B B
d_A, Approach Delay [s/veh] 60.23 56.18 15.19 14.85
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 20.64
Intersection LOS C
Intersection V/C 0.511
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 2.153 1.771 3.040 3.264 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 2.114 1.604 2.443 2.083 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
1934
Agenda Item # 10.
Volume to Capacity (v/c): 0.656
Level Of Service: E
Delay (sec / veh): 63.5
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
1935
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] 177 726 41 182 732 297 265 1236 179 299 639 144 Total 15-Minute Volume [veh/h] 44 182 10 46 183 74 66 309 45 75 160 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] 177 726 41 182 732 297 265 1236 179 299 639 144 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] -1 8 0 0 20 21 4 56 0 0 33 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] 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
1936
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
1937
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 178.47 598.69 589.74 183.93 553.32 467.18 250.66 708.99 728.26 271.85 359.65 354.51 95th-Percentile Queue Length [veh/ln] 7.14 23.95 23.59 7.36 22.13 18.69 10.03 28.36 29.13 10.87 14.39 14.18 50th-Percentile Queue Length [ft/ln] 99.15 428.87 421.41 102.18 391.15 320.40 150.17 521.70 538.05 166.15 234.17 230.12 50th-Percentile Queue Length [veh/ln] 3.97 17.15 16.86 4.09 15.65 12.82 6.01 20.87 21.52 6.65 9.37 9.20 Critical Lane Group No No Yes Yes No No No No Yes Yes No No Lane Group LOS E E E E E E E E E E D D
d, Delay for Lane Group [s/veh] 75.60 66.26 66.41 75.85 62.23 63.67 76.19 62.57 68.63 73.14 46.21 47.46 X, volume / capacity 0.41 0.72 0.72 0.42 0.72 0.65 0.54 0.82 0.82 0.54 0.43 0.43 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] 2.89 8.32 8.47 3.03 4.40 7.18 4.29 6.59 12.62 3.72 1.09 2.29 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] 72.72 57.93 57.93 72.83 57.83 56.50 71.90 55.98 56.01 69.42 45.12 45.17 c, Capacity [veh/h] 430 534 524 430 1017 454 488 1155 568 555 1234 589 s, saturation flow rate [veh/h] 3459 1870 1835 3459 3560 1589 3459 3560 1752 3459 3560 1700 (v / s)_i Volume / Saturation Flow Rate 0.05 0.21 0.21 0.05 0.21 0.19 0.08 0.27 0.27 0.09 0.15 0.15 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
1938
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 75.60 66.33 66.41 75.85 62.23 63.67 76.19 63.98 68.63 73.14 46.42 47.46 Movement LOS E E E E E E E E E E D D
d_A, Approach Delay [s/veh] 68.07 64.63 66.40 53.94
Approach LOS E E E D
d_I, Intersection Delay [s/veh] 63.54
Intersection LOS E
Intersection V/C 0.656
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 2.967 3.103 3.121 3.157 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 2.338 2.559 2.484 2.155 Bicycle LOS B B 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
1939
Agenda Item # 10.
Volume to Capacity (v/c): 0.474
Level Of Service: B
Delay (sec / veh): 19.2
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
1940
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] 63 10 111 0 6 8 55 1735 29 9 896 100 Total 15-Minute Volume [veh/h] 16 3 28 0 2 2 14 434 7 2 224 25 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] 63 10 111 0 6 8 55 1735 29 9 896 100 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 2 0 0 0 1 49 0 0 37 1
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] 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
1941
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
1942
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 325.68 24.76 121.44 409.42 430.50 21.44 253.53 257.65 95th-Percentile Queue Length [veh/ln] 13.03 0.99 4.86 16.38 17.22 0.86 10.14 10.31 50th-Percentile Queue Length [ft/ln] 207.55 13.75 67.47 273.75 290.70 11.91 152.32 155.42 50th-Percentile Queue Length [veh/ln] 8.30 0.55 2.70 10.95 11.63 0.48 6.09 6.22 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] 70.32 57.63 84.38 13.62 14.23 86.78 14.35 14.69 X, volume / capacity 0.54 0.04 0.36 0.47 0.47 0.12 0.29 0.29 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] 5.89 0.19 6.63 0.66 1.26 3.52 0.32 0.64 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] 64.42 57.44 77.75 12.97 12.97 83.27 14.03 14.04 c, Capacity [veh/h] 343 367 151 2451 1276 72 2293 1143
s, saturation flow rate [veh/h] 1547 1699 1781 3560 1854 1781 3560 1776 (v / s)_i Volume / Saturation Flow Rate 0.12 0.01 0.03 0.33 0.33 0.01 0.19 0.19 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
1943
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 70.32 70.32 70.32 57.63 57.63 57.63 84.38 13.82 14.23 86.78 14.44 14.69 Movement LOS E E E E E E F B B F B B
d_A, Approach Delay [s/veh] 70.32 57.63 15.96 15.11
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 19.18
Intersection LOS B
Intersection V/C 0.474
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 1.888 1.763 3.087 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 1.863 1.583 2.560 2.112 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
1944
Agenda Item # 10.
Volume to Capacity (v/c): 0.046
Level Of Service: F
Delay (sec / veh): 175.4
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] 4 0 12 1 0 1 130 1740 2 6 1097 45 Total 15-Minute Volume [veh/h] 1 0 3 0 0 0 33 435 1 2 274 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] 4 0 12 1 0 1 130 1740 2 6 1097 45 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 56 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] 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
1945
Agenda Item # 10.
Intersection LOS F
d_I, Intersection Delay [s/veh] 1.29
Approach LOS E F A A
d_A, Approach Delay [s/veh] 40.30 99.68 1.56 0.14
95th-Percentile Queue Length [ft/ln] 11.38 11.38 11.38 3.82 3.82 3.82 44.66 0.00 0.00 2.75 0.00 0.00 95th-Percentile Queue Length [veh/ln] 0.46 0.46 0.46 0.15 0.15 0.15 1.79 0.00 0.00 0.11 0.00 0.00 Movement LOS F F C F F C C A A D A A
d_M, Delay for Movement [s/veh] 104.79 570.76 18.80 175.42 589.50 23.93 22.48 0.00 0.00 27.12 0.00 0.00 V/C, Movement V/C Ratio 0.11 0.00 0.03 0.05 0.00 0.00 0.39 0.02 0.00 0.04 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
1946
Agenda Item # 10.
Volume to Capacity (v/c): 0.533
Level Of Service: C
Delay (sec / veh): 28.6
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
1947
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] 63 0 207 0 0 0 99 1825 0 8 1078 95 Total 15-Minute Volume [veh/h] 16 0 52 0 0 0 25 456 0 2 270 24 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] 63 0 207 0 0 0 99 1825 0 8 1078 95 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 56 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] 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
1948
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
1949
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 447.03 177.34 472.94 500.56 20.41 441.78 452.00 95th-Percentile Queue Length [veh/ln] 17.88 7.09 18.92 20.02 0.82 17.67 18.08 50th-Percentile Queue Length [ft/ln] 304.05 98.52 325.09 347.67 11.34 299.80 308.07 50th-Percentile Queue Length [veh/ln] 12.16 3.94 13.00 13.91 0.45 11.99 12.32 Critical Lane Group Yes No Yes No Yes No No
Lane Group LOS E E B B F C C
d, Delay for Lane Group [s/veh] 68.43 59.80 16.94 17.67 91.24 33.80 34.76 X, volume / capacity 0.66 0.25 0.51 0.51 0.15 0.47 0.47 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] 8.02 1.57 0.81 1.54 6.08 0.96 1.90 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] 60.40 58.23 16.13 16.13 85.16 32.85 32.86 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 0.17 0.06 0.34 0.34 0.00 0.22 0.22 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
1950
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 68.43 68.43 68.43 0.00 0.00 0.00 59.80 17.20 17.67 91.24 34.07 34.76 Movement LOS E E E E B B F C C
d_A, Approach Delay [s/veh] 68.43 0.00 19.39 34.51
Approach LOS E A B C
d_I, Intersection Delay [s/veh] 28.60
Intersection LOS C
Intersection V/C 0.533
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 1.936 1.751 3.148 3.125 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 2.005 1.560 2.618 2.209 Bicycle LOS B A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
1951
Agenda Item # 10.
Volume to Capacity (v/c): 0.567
Level Of Service: D
Delay (sec / veh): 51.6
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
1952
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 34 302 3 215 62 1617 223 154 1154 8 Total 15-Minute Volume [veh/h] 6 3 9 76 1 54 16 404 56 39 289 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 34 302 3 215 62 1617 223 154 1154 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 24 11 2 48 7 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 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
1953
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
1954
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 150.32 248.48 248.66 348.75 125.04 848.65 876.17 149.74 461.79 487.17 95th-Percentile Queue Length [veh/ln] 6.01 9.94 9.95 13.95 5.00 33.95 35.05 5.99 18.47 19.49 50th-Percentile Queue Length [ft/ln] 83.51 148.54 148.67 225.59 69.47 641.04 664.75 83.19 316.02 336.70 50th-Percentile Queue Length [veh/ln] 3.34 5.94 5.95 9.02 2.78 25.64 26.59 3.33 12.64 13.47 Critical Lane Group Yes No No Yes No No Yes Yes No No
Lane Group LOS F E E E E D E E D D
d, Delay for Lane Group [s/veh] 84.14 55.34 55.34 61.05 73.52 52.41 57.87 71.28 38.76 39.83 X, volume / capacity 0.41 0.33 0.33 0.51 0.27 0.83 0.83 0.32 0.50 0.50 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 1.85 1.84 4.48 2.85 5.54 10.85 1.71 1.18 2.25 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 53.49 53.49 56.57 70.67 46.87 47.01 69.58 37.58 37.58 c, Capacity [veh/h] 162 468 468 418 231 1482 731 486 1521 796 s, saturation flow rate [veh/h] 1690 1781 1783 1589 1781 3560 1757 3459 3560 1863 (v / s)_i Volume / Saturation Flow Rate 0.04 0.09 0.09 0.14 0.03 0.35 0.35 0.04 0.21 0.21 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
1955
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 84.14 84.14 84.14 55.34 55.34 61.05 73.52 53.72 57.87 71.28 39.12 39.83 Movement LOS F F F E E E E D E E D D
d_A, Approach Delay [s/veh] 84.14 57.70 54.85 42.89
Approach LOS F E D D
d_I, Intersection Delay [s/veh] 51.62
Intersection LOS D
Intersection V/C 0.567
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 1.782 2.480 0.000 3.210 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 2.418 2.606 2.283 Bicycle LOS A B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 4 3 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
1956
Agenda Item # 10.
Volume to Capacity (v/c): 0.377
Level Of Service: D
Delay (sec / veh): 45.0
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
1957
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 86 1417 118 106 1111 0 Total 15-Minute Volume [veh/h] 0 0 0 0 0 0 22 354 30 27 278 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 86 1417 118 106 1111 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 76 0 7 33 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 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
1958
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
1959
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 1.73 0.00 0.00 141.09 610.38 638.42 174.93 407.26 432.94 95th-Percentile Queue Length [veh/ln] 0.07 0.00 0.00 5.64 24.42 25.54 7.00 16.29 17.32 50th-Percentile Queue Length [ft/ln] 0.96 0.00 0.00 78.39 438.64 462.14 97.18 272.02 292.66 50th-Percentile Queue Length [veh/ln] 0.04 0.00 0.00 3.14 17.55 18.49 3.89 10.88 11.71 Critical Lane Group Yes No No No No Yes Yes No No
Lane Group LOS E A A E D D E D D
d, Delay for Lane Group [s/veh] 60.95 0.00 0.00 58.90 46.33 50.46 59.33 38.31 39.73 X, volume / capacity 0.01 0.00 0.00 0.31 0.78 0.78 0.36 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 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 2.85 4.53 8.65 3.50 1.59 3.01 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 56.05 41.81 41.81 55.82 36.71 36.71 c, Capacity [veh/h] 158 450 472 279 1315 664 291 1339 703 s, saturation flow rate [veh/h] 1589 1781 1870 1781 3560 1797 1781 3560 1870 (v / s)_i Volume / Saturation Flow Rate 0.00 0.00 0.00 0.05 0.29 0.29 0.06 0.20 0.20 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
1960
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 58.90 47.49 50.46 59.33 38.80 39.73 Movement LOS E E E A A A E D D E D D
d_A, Approach Delay [s/veh] 60.95 0.00 48.31 40.58
Approach LOS E A D D
d_I, Intersection Delay [s/veh] 45.00
Intersection LOS D
Intersection V/C 0.377
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 1.760 2.025 0.000 2.986 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 2.451 2.229 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
1961
Agenda Item # 10.
Volume to Capacity (v/c): 0.458
Level Of Service: D
Delay (sec / veh): 50.5
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
1962
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] 14 4 5 77 13 97 27 1380 87 148 788 50 Total 15-Minute Volume [veh/h] 4 1 1 19 3 24 7 345 22 37 197 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] 14 4 5 77 13 97 27 1380 87 148 788 50 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 59 0 0 32 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] 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
1963
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
1964
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 35.53 9.84 78.72 79.35 179.21 52.12 679.85 710.53 259.97 333.85 344.53 95th-Percentile Queue Length [veh/ln] 1.42 0.39 3.15 3.17 7.17 2.08 27.19 28.42 10.40 13.35 13.78 50th-Percentile Queue Length [ft/ln] 19.74 5.47 43.73 44.09 99.56 28.96 497.04 523.01 157.17 213.92 222.28 50th-Percentile Queue Length [veh/ln] 0.79 0.22 1.75 1.76 3.98 1.16 19.88 20.92 6.29 8.56 8.89 Critical Lane Group Yes No No No Yes No No Yes Yes No No Lane Group LOS E E E E E E D E E D D
d, Delay for Lane Group [s/veh] 69.08 68.20 58.19 58.17 61.92 68.84 54.00 57.62 66.03 35.86 36.55 X, volume / capacity 0.08 0.02 0.12 0.12 0.29 0.11 0.75 0.75 0.41 0.37 0.37 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] 0.62 0.21 0.65 0.64 2.18 0.90 4.00 7.61 3.47 0.68 1.35 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] 68.46 67.99 57.54 57.53 59.74 67.94 50.00 50.00 62.56 35.18 35.20 c, Capacity [veh/h] 238 210 375 380 335 245 1298 661 359 1515 772 s, saturation flow rate [veh/h] 1800 1589 1781 1806 1589 1781 3560 1814 1781 3560 1814 (v / s)_i Volume / Saturation Flow Rate 0.01 0.00 0.03 0.03 0.06 0.02 0.27 0.27 0.08 0.16 0.16 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
1965
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 69.08 69.08 68.20 58.18 58.17 61.92 68.84 55.07 57.62 66.03 36.07 36.55 Movement LOS E E E E E E E E E E D D
d_A, Approach Delay [s/veh] 68.88 60.12 55.47 40.59
Approach LOS E E E D
d_I, Intersection Delay [s/veh] 50.45
Intersection LOS D
Intersection V/C 0.458
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 1.991 2.268 0.000 3.030 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 1.598 1.868 2.381 2.102 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
1966
Agenda Item # 10.
Volume to Capacity (v/c): 0.513
Level Of Service: D
Delay (sec / veh): 48.0
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
1967
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 0 178 0 59 18 1508 142 31 996 0 Total 15-Minute Volume [veh/h] 0 0 0 45 0 15 5 377 36 8 249 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 0 178 0 59 18 1508 142 31 996 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 50 6 0 39 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 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
1968
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
1969
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 1.38 341.97 32.18 746.75 772.83 55.44 406.18 429.23 95th-Percentile Queue Length [veh/ln] 0.06 13.68 1.29 29.87 30.91 2.22 16.25 17.17 50th-Percentile Queue Length [ft/ln] 0.77 220.27 17.88 553.78 576.03 30.80 271.15 289.67 50th-Percentile Queue Length [veh/ln] 0.03 8.81 0.72 22.15 23.04 1.23 10.85 11.59 Critical Lane Group No Yes No No Yes Yes No No
Lane Group LOS D D E D D E D D
d, Delay for Lane Group [s/veh] 38.70 48.41 60.96 50.94 54.76 60.80 39.97 40.89 X, volume / capacity 0.00 0.44 0.06 0.77 0.77 0.09 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 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 2.58 0.32 4.09 7.89 0.54 1.02 1.94 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 45.84 60.64 46.85 46.86 60.26 38.95 38.95 c, Capacity [veh/h] 664 540 327 1424 716 336 1444 758
s, saturation flow rate [veh/h] 1870 1467 1781 3560 1789 1781 3560 1870 (v / s)_i Volume / Saturation Flow Rate 0.00 0.16 0.01 0.31 0.31 0.02 0.18 0.18 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
1970
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 38.70 38.70 38.70 48.41 48.41 48.41 60.96 51.98 54.76 60.80 40.29 40.89 Movement LOS D D D D D D E D D E D D
d_A, Approach Delay [s/veh] 38.70 48.41 52.31 40.91
Approach LOS D D D D
d_I, Intersection Delay [s/veh] 48.00
Intersection LOS D
Intersection V/C 0.513
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 1.757 1.948 3.313 3.048 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 1.951 2.477 2.124 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
1971
Agenda Item # 10.
Volume to Capacity (v/c): 0.053
Level Of Service: B
Delay (sec / veh): 13.5
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] 31 277 211 21 25 79
Total 15-Minute Volume [veh/h] 8 69 53 5 6 20
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] 31 277 211 21 25 79
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 1.0000 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] 31 274 205 21 25 79
Name Distel Dr. Distel Dr. Distel Circle
Volumes
Version 2021 (SP 0-4)
Generated with
1972
Agenda Item # 10.
Intersection LOS B
d_I, Intersection Delay [s/veh] 2.16
Approach LOS A A B
d_A, Approach Delay [s/veh] 0.78 0.00 11.06
95th-Percentile Queue Length [ft/ln] 1.78 1.78 0.00 0.00 13.05 13.05 95th-Percentile Queue Length [veh/ln] 0.07 0.07 0.00 0.00 0.52 0.52 Movement LOS A A A A B B
d_M, Delay for Movement [s/veh] 7.76 0.00 0.00 0.00 13.47 10.30 V/C, Movement V/C Ratio 0.02 0.00 0.00 0.00 0.05 0.10
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
1973
Agenda Item # 10.
Volume to Capacity (v/c): 0.007
Level Of Service: C
Delay (sec / veh): 18.7
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] 4 3 3 126 3 174 3 52 143 161 33 1 Total 15-Minute Volume [veh/h] 1 1 1 32 1 44 1 13 36 40 8 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 3 3 126 3 174 3 52 143 161 33 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 1.0000 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] 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
1974
Agenda Item # 10.
Intersection LOS C
d_I, Intersection Delay [s/veh] 8.85
Approach LOS B C A A
d_A, Approach Delay [s/veh] 13.61 15.88 0.11 6.57
95th-Percentile Queue Length [ft/ln] 1.79 1.79 1.79 65.23 65.23 65.23 0.14 0.14 0.14 9.90 9.90 9.90 95th-Percentile Queue Length [veh/ln] 0.07 0.07 0.07 2.61 2.61 2.61 0.01 0.01 0.01 0.40 0.40 0.40 Movement LOS C B A C C B A A A A A A
d_M, Delay for Movement [s/veh] 16.62 14.53 8.66 18.34 18.67 14.05 7.29 0.00 0.00 7.96 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.01 0.00 0.29 0.01 0.19 0.00 0.00 0.00 0.12 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
1975
Agenda Item # 10.
Volume to Capacity (v/c): 0.839
Level Of Service: F
Delay (sec / veh): 175.5
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 58 17 1395 51 14
Total 15-Minute Volume [veh/h] 281 15 4 349 13 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 58 17 1395 51 14
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] 8 0 0 26 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] 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
1976
Agenda Item # 10.
Intersection LOS F
d_I, Intersection Delay [s/veh] 4.10
Approach LOS A A F
d_A, Approach Delay [s/veh] 0.00 0.14 164.49
95th-Percentile Queue Length [ft/ln] 0.00 0.00 2.23 0.00 109.22 109.22 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.09 0.00 4.37 4.37 Movement LOS A A B A F F
d_M, Delay for Movement [s/veh] 0.00 0.00 11.31 0.00 175.53 124.27 V/C, Movement V/C Ratio 0.01 0.00 0.03 0.01 0.84 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
1977
Agenda Item # 10.
Turning Movement Volume: Summary
Report File: \...\Near-Term AM.pdf 3/25/2022
Vistro File: \...\330 Distel Circle Vistro AM.vistro Scenario 3 Near-Term AM 3375
Total
Volume
95 Right
1078
Thru
8 Left
Southeastbound
0 Right
1825
Thru
99 Left
Northwestbound
0 Right
Southwestbound
207
Right
0 Thru
63 Left
Northeastbound
30 El Camino Real @ Distel Dr.
ID Intersection Name
3038
Total
Volume
45 Right
1097
Thru
6 Left
Southeastbound
2 Right
1740
Thru
130
Left
Northwestbound
1 Right
0 Thru
1 Left
Southwestbound
12 Right
0 Thru
4 Left
Northeastbound
29 El Camino Real @ Distel Cir.
ID Intersection Name
3022
Total
Volume
100
Right
896
Thru
9 Left
Southeastbound
29 Right
1735
Thru
55 Left
Northwestbound
8 Right
6 Thru
0 Left
Southwestbound
111
Right
10 Thru
63 Left
Northeastbound
28 El Camino Real @ Jordan Ave.
ID Intersection Name
4917
Total
Volume
144
Right
639
Thru
299
Left
Southeastbound
179
Right
1236
Thru
265
Left
Northwestbound
297
Right
732
Thru
182
Left
Southwestbound
41 Right
726
Thru
177
Left
Northeastbound
El Camino Real @ San Antonio
Rd. 26
ID Intersection Name
2922
Total
Volume
121
Right
778
Thru
53 Left
Southeastbound
7 Right
1499
Thru
101
Left
Northwestbound
4 Right
9 Thru
14 Left
Southwestbound
166
Right
4 Thru
166
Left
Northeastbound
El Camino Real @ Cesano Ct. /
Los Altos Ave. 25
ID Intersection Name
2674
Total
Volume
195
Right
0 Thru
282
Left
Westbound
0 Right
0 Thru
2 Left
Eastbound
7 Right
1000
Thru
172
Left
Southbound
163
Right
853
Thru
0 Left
Northbound
San Antonio Rd. @ Almond
Ave. 2
ID Intersection Name
2562
Total
Volume
36 Right
48 Thru
43 Left
Westbound
182
Right
76 Thru
171
Left
Eastbound
61 Right
844
Thru
12 Left
Southbound
44 Right
895
Thru
150
Left
Northbound
1 San Antonio Rd. @ Portola Ave.
ID Intersection Name
Version 2021 (SP 0-4)
Generated with
1978
Agenda Item # 10.
2657
Total
Volume
14 Right
51 Left
Westbound
1395
Thru
17 Left
Southbound
58 Right
1122
Thru
Northbound
128 San Antonio @ Jordan
ID Intersection Name
706
Total
Volume
1 Right
33 Thru
161
Left
Southeastbound
143
Right
52 Thru
3 Left
Northwestbound
174
Right
3 Thru
126
Left
Southwestbound
3 Right
3 Thru
4 Left
Northeastbound
116 Distel Drive @ Marich Way
ID Intersection Name
644
Total
Volume
79 Right
25 Left
Southeastbound
21 Right
211
Thru
Southwestbound
277
Thru
31 Left
Northeastbound
115 Distel Drive @ Distel Circle
ID Intersection Name
2933
Total
Volume
0 Right
996
Thru
31 Left
Southeastbound
142
Right
1508
Thru
18 Left
Northwestbound
59 Right
0 Thru
178
Left
Southwestbound
0 Right
1 Thru
0 Left
Northeastbound
113 El Camino Real @ Ortega Ave
ID Intersection Name
2690
Total
Volume
50 Right
788
Thru
148
Left
Southeastbound
87 Right
1380
Thru
27 Left
Northwestbound
97 Right
13 Thru
77 Left
Southwestbound
5 Right
4 Thru
14 Left
Northeastbound
51 El Camino Real @ Showers Dr.
ID Intersection Name
2839
Total
Volume
0 Right
1111
Thru
106
Left
Southeastbound
118
Right
1417
Thru
86 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
3805
Total
Volume
8 Right
1154
Thru
154
Left
Southeastbound
223
Right
1617
Thru
62 Left
Northwestbound
215
Right
3 Thru
302
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
1979
Agenda Item # 10.
Intersection Analysis Summary
Report File: \...\Near-Term PM.pdf 3/25/2022
Vistro File: \...\330 Distel Circle Vistro PM.vistro Scenario 3 Near-Term 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 0.517 66.6 F
HCM 6th
Edition 128 San Antonio @ Jordan Two-way stop
SWB Thru 0.007 10.6 B
HCM 6th
Edition 116 Distel Drive @ Marich Way Two-way stop
SEB Left 0.053 9.7 A
HCM 6th
Edition 115 Distel Drive @ Distel Circle Two-way stop
SWB Left 0.425 40.8 D
HCM 6th
Edition Signalized El Camino Real @ OrtegaAve 113
NWB Left 0.542 55.0 E
HCM 6th
Edition Signalized El Camino Real @ ShowersDr. 51
SEB Left 0.533 50.2 D
HCM 6th
Edition Signalized El Camino Real @ Del MedioAve. 45
NEB Left 0.516 44.1 D
HCM 6th
Edition Signalized El Camino Real @ RengstorffAve. 31
NWB Left 0.516 38.3 D
HCM 6th
Edition 30 El Camino Real @ Distel Dr. Signalized
NEB Left 0.262 129.1 F
HCM 6th
Edition 29 El Camino Real @ Distel Cir. Two-way stop
SEB Left 0.521 35.6 D
HCM 6th
Edition Signalized El Camino Real @ JordanAve. 28
NWB Left 0.788 63.3 E
HCM 6th
Edition Signalized El Camino Real @ SanAntonio Rd. 26
NWB Left 0.580 15.5 B
HCM 6th
Edition Signalized El Camino Real @ CesanoCt. / Los Altos Ave. 25 NB Left 0.577 15.8 B
HCM 6th
Edition Signalized San Antonio Rd. @ AlmondAve. 2
SB Left 0.507 10.3 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
1980
Agenda Item # 10.
Volume to Capacity (v/c): 0.507
Level Of Service: B
Delay (sec / veh): 10.3
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
1981
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] 44 798 18 18 992 38 43 18 41 30 7 25 Total 15-Minute Volume [veh/h] 11 200 5 5 248 10 11 5 10 8 2 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] 44 798 18 18 992 38 43 18 41 30 7 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 17 0 0 16 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 1.0000 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] 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
1982
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
1983
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 16.31 64.85 64.40 8.49 102.41 101.27 16.56 11.70 16.82 95th-Percentile Queue Length [veh/ln] 0.65 2.59 2.58 0.34 4.10 4.05 0.66 0.47 0.67 50th-Percentile Queue Length [ft/ln] 9.06 36.03 35.78 4.72 56.90 56.26 9.20 6.50 9.34 50th-Percentile Queue Length [veh/ln] 0.36 1.44 1.43 0.19 2.28 2.25 0.37 0.26 0.37 Critical Lane Group Yes No No No No Yes No No Yes
Lane Group LOS B A A C B B B B B
d, Delay for Lane Group [s/veh] 19.61 8.31 8.31 22.99 10.61 10.63 13.47 13.68 13.99 X, volume / capacity 0.48 0.54 0.54 0.42 0.73 0.73 0.15 0.20 0.23 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] 3.91 0.60 0.61 6.61 1.50 1.52 0.16 0.47 0.43 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] 15.70 7.70 7.70 16.37 9.11 9.11 13.31 13.21 13.57 c, Capacity [veh/h] 91 758 752 42 707 697 416 207 271
s, saturation flow rate [veh/h] 1781 1870 1855 1781 1870 1846 1812 1589 873 (v / s)_i Volume / Saturation Flow Rate 0.02 0.22 0.22 0.01 0.28 0.28 0.03 0.03 0.07 g / C, Green / Cycle 0.05 0.40 0.40 0.02 0.38 0.38 0.13 0.13 0.13 g_i, Effective Green Time [s] 2 14 14 1 13 13 4 4 4
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] 34 34 34 34 34 34 34 34 34
Lane Group L C C L C C C R C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
1984
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 19.61 8.31 8.31 22.99 10.62 10.63 13.47 13.47 13.68 13.99 13.99 13.99 Movement LOS B A A C B B B B B B B B
d_A, Approach Delay [s/veh] 8.89 10.83 13.55 13.99
Approach LOS A B B B
d_I, Intersection Delay [s/veh] 10.25
Intersection LOS B
Intersection V/C 0.507
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] 7.09 0.00 7.09 7.09
I_p,int, Pedestrian LOS Score for Intersection 2.716 0.000 1.928 1.707 Crosswalk LOS B 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] 3535 3535 2357 2357 d_b, Bicycle Delay [s] 10.00 10.00 0.54 0.54
I_b,int, Bicycle LOS Score for Intersection 2.269 2.424 1.728 1.662 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
1985
Agenda Item # 10.
Volume to Capacity (v/c): 0.577
Level Of Service: B
Delay (sec / veh): 15.8
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
1986
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] 3 829 273 122 913 7 8 0 0 213 0 122 Total 15-Minute Volume [veh/h] 1 207 68 31 228 2 2 0 0 53 0 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] 3 829 273 122 913 7 8 0 0 213 0 122 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 8 0 0 -1 5 8 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 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] 3 821 273 122 914 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
1987
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
1988
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 12.52 248.47 234.07 98.59 142.20 141.86 5.80 135.98 75.33 95th-Percentile Queue Length [veh/ln] 0.50 9.94 9.36 3.94 5.69 5.67 0.23 5.44 3.01 50th-Percentile Queue Length [ft/ln] 6.96 148.53 137.81 54.77 79.00 78.81 3.22 75.55 41.85 50th-Percentile Queue Length [veh/ln] 0.28 5.94 5.51 2.19 3.16 3.15 0.13 3.02 1.67 Critical Lane Group No No Yes Yes No No No Yes No
Lane Group LOS F B B D A A C C C
d, Delay for Lane Group [s/veh] 300.45 15.32 15.58 38.31 8.88 8.89 29.84 25.48 24.38 X, volume / capacity 0.96 0.63 0.63 0.74 0.43 0.43 0.04 0.47 0.39 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] 267.31 2.64 2.89 8.96 0.98 0.98 0.13 1.10 1.14 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] 33.14 12.68 12.69 29.36 7.91 7.91 29.71 24.37 23.24 c, Capacity [veh/h] 3 908 832 165 1078 1075 189 450 312 s, saturation flow rate [veh/h] 1781 1870 1713 1781 1870 1865 409 1742 1589 (v / s)_i Volume / Saturation Flow Rate 0.00 0.31 0.31 0.07 0.25 0.25 0.02 0.12 0.08 g / C, Green / Cycle 0.00 0.49 0.49 0.09 0.58 0.58 0.20 0.20 0.20 g_i, Effective Green Time [s] 0 32 32 6 38 38 13 13 13
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] 66 66 66 66 66 66 66 66 66
Lane Group L C C L C C C C R
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
1989
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 300.45 15.40 15.58 38.31 8.89 8.89 29.84 29.84 29.84 25.48 25.48 24.38 Movement LOS F B B D A A C C C C C C
d_A, Approach Delay [s/veh] 16.22 12.33 29.84 25.08
Approach LOS B B C C
d_I, Intersection Delay [s/veh] 15.83
Intersection LOS B
Intersection V/C 0.577
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 22.22 22.22 38.33
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.748 1.701 2.181 Crosswalk LOS F B A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1811 1811 1207 1207 d_b, Bicycle Delay [s] 0.30 0.30 5.21 5.21
I_b,int, Bicycle LOS Score for Intersection 2.471 2.419 1.573 2.112 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
1990
Agenda Item # 10.
Volume to Capacity (v/c): 0.580
Level Of Service: B
Delay (sec / veh): 15.5
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
1991
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] 105 5 82 13 2 18 74 1108 11 41 1788 159 Total 15-Minute Volume [veh/h] 26 1 21 3 1 5 19 277 3 10 447 40 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] 105 5 82 13 2 18 74 1108 11 41 1788 159 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 46 0 0 79 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] 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
1992
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
1993
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 193.34 128.24 53.12 141.96 177.76 189.86 76.85 358.12 371.00 95th-Percentile Queue Length [veh/ln] 7.73 5.13 2.12 5.68 7.11 7.59 3.07 14.32 14.84 50th-Percentile Queue Length [ft/ln] 108.09 71.25 29.51 78.87 98.76 105.60 42.69 232.96 243.14 50th-Percentile Queue Length [veh/ln] 4.32 2.85 1.18 3.15 3.95 4.22 1.71 9.32 9.73 Critical Lane Group Yes No No Yes No No No No Yes
Lane Group LOS E E E F A A E B B
d, Delay for Lane Group [s/veh] 66.34 57.34 60.08 83.49 7.37 7.62 79.29 10.55 11.31 X, volume / capacity 0.65 0.33 0.44 0.79 0.28 0.28 0.60 0.51 0.51 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] 4.14 0.79 4.09 13.30 0.28 0.53 8.28 0.74 1.48 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] 62.19 56.55 55.98 70.19 7.09 7.09 71.01 9.81 9.84 c, Capacity [veh/h] 169 245 74 94 2585 1351 68 2533 1276 s, saturation flow rate [veh/h] 793 1589 265 1781 3560 1861 1781 3560 1793 (v / s)_i Volume / Saturation Flow Rate 0.14 0.05 0.12 0.04 0.21 0.21 0.02 0.36 0.36 g / C, Green / Cycle 0.15 0.15 0.15 0.05 0.73 0.73 0.04 0.71 0.71 g_i, Effective Green Time [s] 23 23 23 8 109 109 6 107 107 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
1994
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 66.34 66.34 57.34 60.08 60.08 60.08 83.49 7.45 7.62 79.29 10.76 11.31 Movement LOS E E E E E E F A A E B B
d_A, Approach Delay [s/veh] 62.49 60.08 12.17 12.22
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 15.50
Intersection LOS B
Intersection V/C 0.580
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 2.107 1.771 3.122 3.275 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 1.876 1.614 2.216 2.653 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
1995
Agenda Item # 10.
Volume to Capacity (v/c): 0.788
Level Of Service: E
Delay (sec / veh): 63.3
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
1996
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] 207 473 79 301 634 162 360 817 125 436 1422 212 Total 15-Minute Volume [veh/h] 52 118 20 75 159 41 90 204 31 109 356 53 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] 207 473 79 301 634 162 360 817 125 436 1422 212 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 24 -7 0 15 15 1 31 0 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] 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
1997
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
1998
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 190.20 386.86 373.25 262.91 415.56 224.26 309.64 404.97 413.60 327.75 757.15 813.53 95th-Percentile Queue Length [veh/ln] 7.61 15.47 14.93 10.52 16.62 8.97 12.39 16.20 16.54 13.11 30.29 32.54 50th-Percentile Queue Length [ft/ln] 105.84 255.73 244.92 159.39 278.67 130.57 195.11 270.19 277.10 209.16 562.64 610.87 50th-Percentile Queue Length [veh/ln] 4.23 10.23 9.80 6.38 11.15 5.22 7.80 10.81 11.08 8.37 22.51 24.43 Critical Lane Group No No Yes Yes No No Yes No No No No Yes Lane Group LOS E E E E D D F D D E E E
d, Delay for Lane Group [s/veh] 74.45 55.93 56.34 79.06 52.60 46.46 82.19 50.00 53.69 64.38 65.28 78.30 X, volume / capacity 0.65 0.64 0.64 0.79 0.70 0.40 0.85 0.67 0.67 0.73 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 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] 9.76 6.92 7.31 15.15 4.49 2.94 18.88 3.70 7.38 7.53 18.11 30.85 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] 64.69 49.00 49.03 63.91 48.11 43.52 63.31 46.30 46.31 56.85 47.18 47.46 c, Capacity [veh/h] 320 442 420 382 906 404 423 949 465 600 1141 560 s, saturation flow rate [veh/h] 3113 1683 1600 3113 3204 1431 3113 3204 1571 3113 3204 1574 (v / s)_i Volume / Saturation Flow Rate 0.07 0.17 0.17 0.10 0.20 0.11 0.12 0.20 0.20 0.14 0.34 0.34 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
1999
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 74.45 56.09 56.34 79.06 52.60 46.46 82.19 50.84 53.69 64.38 68.31 78.30 Movement LOS E E E E D D F D D E E E
d_A, Approach Delay [s/veh] 61.12 58.95 59.78 68.51
Approach LOS E E E E
d_I, Intersection Delay [s/veh] 63.26
Intersection LOS E
Intersection V/C 0.788
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 2.939 3.054 3.193 3.214 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 2.186 2.465 2.276 2.698 Bicycle LOS B B 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
2000
Agenda Item # 10.
Volume to Capacity (v/c): 0.521
Level Of Service: D
Delay (sec / veh): 35.6
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
2001
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] 62 1 89 5 3 12 63 1268 5 26 1839 63 Total 15-Minute Volume [veh/h] 16 0 22 1 1 3 16 317 1 7 460 16 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] 62 1 89 5 3 12 63 1268 5 26 1839 63 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 -2 0 0 0 -1 31 0 0 49 -12 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] 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
2002
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
2003
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 204.36 25.15 85.80 382.77 405.83 35.30 651.09 696.00 95th-Percentile Queue Length [veh/ln] 8.17 1.01 3.43 15.31 16.23 1.41 26.04 27.84 50th-Percentile Queue Length [ft/ln] 116.03 13.97 47.66 252.47 270.87 19.61 472.79 510.69 50th-Percentile Queue Length [veh/ln] 4.64 0.56 1.91 10.10 10.83 0.78 18.91 20.43 Critical Lane Group Yes No Yes No No No No Yes
Lane Group LOS D D D C C D D D
d, Delay for Lane Group [s/veh] 44.19 38.68 46.35 28.19 29.23 46.45 37.89 41.68 X, volume / capacity 0.35 0.04 0.17 0.51 0.51 0.07 0.80 0.80 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] 2.18 0.19 0.98 1.17 2.21 0.42 4.27 8.02 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] 42.01 38.49 45.37 27.02 27.02 46.03 33.62 33.65 c, Capacity [veh/h] 437 448 373 1625 852 347 1574 813
s, saturation flow rate [veh/h] 1525 1583 1781 3560 1866 1781 3560 1838 (v / s)_i Volume / Saturation Flow Rate 0.10 0.01 0.04 0.23 0.23 0.01 0.35 0.35 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
2004
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 44.19 44.19 44.19 38.68 38.68 38.68 46.35 28.54 29.23 46.45 39.10 41.68 Movement LOS D D D D D D D C C D D D
d_A, Approach Delay [s/veh] 44.19 38.68 29.39 39.28
Approach LOS D D C D
d_I, Intersection Delay [s/veh] 35.65
Intersection LOS D
Intersection V/C 0.521
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 1.850 1.749 3.155 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 1.810 1.593 2.294 2.620 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2005
Agenda Item # 10.
Volume to Capacity (v/c): 0.262
Level Of Service: F
Delay (sec / veh): 129.1
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] 9 0 29 1 0 0 34 1373 0 14 1641 13 Total 15-Minute Volume [veh/h] 2 0 7 0 0 0 9 343 0 4 410 3 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] 9 0 29 1 0 0 34 1373 0 14 1641 13 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 36 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] 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
2006
Agenda Item # 10.
Intersection LOS F
d_I, Intersection Delay [s/veh] 1.15
Approach LOS F F A A
d_A, Approach Delay [s/veh] 59.21 99.58 0.69 0.17
95th-Percentile Queue Length [ft/ln] 37.14 37.14 37.14 1.94 1.94 1.94 16.14 0.00 0.00 4.29 0.00 0.00 95th-Percentile Queue Length [veh/ln] 1.49 1.49 1.49 0.08 0.08 0.08 0.65 0.00 0.00 0.17 0.00 0.00 Movement LOS F F E F F C D A A C A A
d_M, Delay for Movement [s/veh] 129.05 440.51 37.53 99.58 427.88 18.18 28.51 0.00 0.00 19.78 0.00 0.00 V/C, Movement V/C Ratio 0.26 0.00 0.11 0.03 0.00 0.00 0.18 0.01 0.00 0.05 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
2007
Agenda Item # 10.
Volume to Capacity (v/c): 0.516
Level Of Service: D
Delay (sec / veh): 38.3
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
2008
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] 42 0 105 0 0 0 72 1340 0 6 1904 21 Total 15-Minute Volume [veh/h] 11 0 26 0 0 0 18 335 0 2 476 5 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] 42 0 105 0 0 0 72 1340 0 6 1904 21 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 36 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] 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
2009
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
2010
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 207.76 105.07 430.02 456.49 8.64 708.47 762.19 95th-Percentile Queue Length [veh/ln] 8.31 4.20 17.20 18.26 0.35 28.34 30.49 50th-Percentile Queue Length [ft/ln] 118.50 58.37 290.31 311.71 4.80 521.26 566.94 50th-Percentile Queue Length [veh/ln] 4.74 2.33 11.61 12.47 0.19 20.85 22.68 Critical Lane Group Yes Yes No No No No Yes
Lane Group LOS D D C C D D D
d, Delay for Lane Group [s/veh] 46.10 49.20 30.38 31.51 48.82 41.16 45.05 X, volume / capacity 0.33 0.19 0.54 0.54 0.02 0.81 0.81 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] 2.03 1.08 1.27 2.40 0.09 4.61 8.48 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] 44.06 48.12 29.11 29.11 48.73 36.56 36.57 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 0.09 0.04 0.25 0.25 0.00 0.36 0.36 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
2011
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 46.10 46.10 46.10 0.00 0.00 0.00 49.20 30.77 31.51 48.82 42.47 45.05 Movement LOS D D D D C C D D D
d_A, Approach Delay [s/veh] 46.10 0.00 31.71 42.52
Approach LOS D A C D
d_I, Intersection Delay [s/veh] 38.29
Intersection LOS D
Intersection V/C 0.516
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 1.837 1.742 3.174 3.157 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 1.802 1.560 2.336 2.622 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2012
Agenda Item # 10.
Volume to Capacity (v/c): 0.516
Level Of Service: D
Delay (sec / veh): 44.1
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
2013
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 15 276 14 147 88 1161 238 209 1863 30 Total 15-Minute Volume [veh/h] 5 2 4 69 4 37 22 290 60 52 466 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 15 276 14 147 88 1161 238 209 1863 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 12 24 10 37 4 26 30 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 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
2014
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
2015
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 107.14 206.35 207.05 212.46 137.36 508.89 505.97 157.26 711.77 766.74 95th-Percentile Queue Length [veh/ln] 4.29 8.25 8.28 8.50 5.49 20.36 20.24 6.29 28.47 30.67 50th-Percentile Queue Length [ft/ln] 59.52 117.48 117.98 121.92 76.31 354.50 352.10 87.36 524.05 570.82 50th-Percentile Queue Length [veh/ln] 2.38 4.70 4.72 4.88 3.05 14.18 14.08 3.49 20.96 22.83 Critical Lane Group Yes No No Yes Yes No No No No Yes
Lane Group LOS F D D D D D D D D D
d, Delay for Lane Group [s/veh] 118.00 47.10 47.09 48.32 54.85 37.39 39.68 52.87 43.07 47.40 X, volume / capacity 0.67 0.32 0.32 0.36 0.27 0.64 0.64 0.31 0.82 0.82 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 1.84 1.83 2.50 2.06 2.18 4.47 1.19 5.09 9.38 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 45.27 45.27 45.83 52.79 35.22 35.22 51.68 37.98 38.01 c, Capacity [veh/h] 61 455 457 406 324 1469 706 676 1517 790 s, saturation flow rate [veh/h] 1721 1781 1789 1589 1781 3560 1712 3459 3560 1855 (v / s)_i Volume / Saturation Flow Rate 0.02 0.08 0.08 0.09 0.05 0.27 0.27 0.06 0.35 0.35 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
2016
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 118.00 118.00 118.00 47.10 47.09 48.32 54.85 37.82 39.68 52.87 44.51 47.40 Movement LOS F F F D D D D D D D D D
d_A, Approach Delay [s/veh] 118.00 47.51 39.13 45.38
Approach LOS F D D D
d_I, Intersection Delay [s/veh] 44.06
Intersection LOS D
Intersection V/C 0.516
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 1.781 2.469 0.000 3.239 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 2.281 2.377 2.716 Bicycle LOS A B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 4 3 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2017
Agenda Item # 10.
Volume to Capacity (v/c): 0.533
Level Of Service: D
Delay (sec / veh): 50.2
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
2018
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 1121 96 142 1985 2 Total 15-Minute Volume [veh/h] 0 0 1 11 0 35 15 280 24 36 496 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 1121 96 142 1985 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 46 0 24 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] 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
2019
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
2020
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 6.93 61.67 204.24 102.82 461.67 477.06 230.25 818.68 895.98 95th-Percentile Queue Length [veh/ln] 0.28 2.47 8.17 4.11 18.47 19.08 9.21 32.75 35.84 50th-Percentile Queue Length [ft/ln] 3.85 34.26 115.95 57.12 315.92 328.45 134.98 615.28 681.86 50th-Percentile Queue Length [veh/ln] 0.15 1.37 4.64 2.28 12.64 13.14 5.40 24.61 27.27 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 40.76 42.85 62.81 52.26 59.11 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 2.16 4.24 5.76 10.05 16.90 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 38.60 38.61 57.05 42.21 42.21 c, Capacity [veh/h] 164 450 402 232 1315 663 291 1434 753 s, saturation flow rate [veh/h] 1651 1781 1589 1781 3560 1795 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
2021
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 41.34 42.85 62.81 54.61 59.11 Movement LOS E E E D D D E D D E D E
d_A, Approach Delay [s/veh] 61.26 47.12 42.42 55.16
Approach LOS E D D E
d_I, Intersection Delay [s/veh] 50.23
Intersection LOS D
Intersection V/C 0.533
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 2.731 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
2022
Agenda Item # 10.
Volume to Capacity (v/c): 0.542
Level Of Service: E
Delay (sec / veh): 55.0
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
2023
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 1032 152 237 1604 122 Total 15-Minute Volume [veh/h] 13 7 21 50 8 30 22 258 38 59 401 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 1032 152 237 1604 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 32 0 0 46 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
2024
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
2025
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 133.58 144.15 163.76 165.53 172.97 158.46 512.07 527.41 348.06 710.53 758.44 95th-Percentile Queue Length [veh/ln] 5.34 5.77 6.55 6.62 6.92 6.34 20.48 21.10 13.92 28.42 30.34 50th-Percentile Queue Length [ft/ln] 74.21 80.08 90.98 91.96 96.09 88.04 357.11 369.73 225.05 523.00 563.75 50th-Percentile Queue Length [veh/ln] 2.97 3.20 3.64 3.68 3.84 3.52 14.28 14.79 9.00 20.92 22.55 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 54.00 59.19 62.30 51.62 58.36 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 5.44 10.61 8.12 7.85 14.50 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 48.56 48.57 54.18 43.77 43.86 c, Capacity [veh/h] 251 220 450 456 402 199 1035 509 372 1320 668 s, saturation flow rate [veh/h] 1811 1589 1781 1803 1589 1781 3560 1750 1781 3560 1803 (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
2026
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 55.20 59.19 62.30 53.56 58.36 Movement LOS E E E D D D E E E E D E
d_A, Approach Delay [s/veh] 62.41 46.48 56.64 54.91
Approach LOS E D E D
d_I, Intersection Delay [s/veh] 55.03
Intersection LOS E
Intersection V/C 0.542
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 3.134 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 2.259 2.639 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
2027
Agenda Item # 10.
Volume to Capacity (v/c): 0.425
Level Of Service: D
Delay (sec / veh): 40.8
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
2028
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 1278 117 45 1655 0 Total 15-Minute Volume [veh/h] 1 1 1 23 0 10 3 320 29 11 414 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 1278 117 45 1655 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 30 6 0 47 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
2029
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
2030
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 14.17 182.50 17.72 509.53 525.66 61.31 603.96 648.41 95th-Percentile Queue Length [veh/ln] 0.57 7.30 0.71 20.38 21.03 2.45 24.16 25.94 50th-Percentile Queue Length [ft/ln] 7.87 101.39 9.84 355.02 368.29 34.06 433.27 470.53 50th-Percentile Queue Length [veh/ln] 0.31 4.06 0.39 14.20 14.73 1.36 17.33 18.82 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 38.85 41.09 44.13 40.47 43.34 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 4.57 0.47 3.34 6.21 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 36.52 36.52 43.67 37.13 37.13 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 0.30 0.30 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
2031
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 39.46 41.09 44.13 41.46 43.34 Movement LOS D D D D D D D D D D D D
d_A, Approach Delay [s/veh] 39.94 44.67 39.65 41.53
Approach LOS D D D D
d_I, Intersection Delay [s/veh] 40.83
Intersection LOS D
Intersection V/C 0.425
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 3.241 3.113 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 2.334 2.495 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
2032
Agenda Item # 10.
Volume to Capacity (v/c): 0.053
Level Of Service: A
Delay (sec / veh): 9.7
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 91 67 3 44 32
Total 15-Minute Volume [veh/h] 0 23 17 1 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] 1 91 67 3 44 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] 0 6 4 0 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] 1 85 63 3 44 32
Name Distel Dr. Distel Dr. Distel Circle
Volumes
Version 2021 (SP 0-4)
Generated with
2033
Agenda Item # 10.
Intersection LOS A
d_I, Intersection Delay [s/veh] 3.04
Approach LOS A A A
d_A, Approach Delay [s/veh] 0.08 0.00 9.41
95th-Percentile Queue Length [ft/ln] 0.05 0.05 0.00 0.00 6.97 6.97 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.00 0.00 0.28 0.28 Movement LOS A A A A A A
d_M, Delay for Movement [s/veh] 7.35 0.00 0.00 0.00 9.72 9.00 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
2034
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 45 24 3 Total 15-Minute Volume [veh/h] 0 1 0 13 1 11 1 5 10 11 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 45 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 3 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
2035
Agenda Item # 10.
Intersection LOS B
d_I, Intersection Delay [s/veh] 5.67
Approach LOS A A A A
d_A, Approach Delay [s/veh] 9.80 9.69 0.35 4.63
95th-Percentile Queue Length [ft/ln] 0.40 0.40 0.40 9.54 9.54 9.54 0.14 0.14 0.14 2.25 2.25 2.25 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] 10.00 10.24 8.45 10.15 10.62 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
2036
Agenda Item # 10.
Volume to Capacity (v/c): 0.517
Level Of Service: F
Delay (sec / veh): 66.6
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] 942 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] 942 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] 16 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
2037
Agenda Item # 10.
Intersection LOS F
d_I, Intersection Delay [s/veh] 2.20
Approach LOS A A F
d_A, Approach Delay [s/veh] 0.00 0.21 61.80
95th-Percentile Queue Length [ft/ln] 0.00 0.00 2.24 0.00 65.53 65.53 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.09 0.00 2.62 2.62 Movement LOS A A B A F E
d_M, Delay for Movement [s/veh] 0.00 0.00 10.37 0.00 66.57 40.88 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
2038
Agenda Item # 10.
Turning Movement Volume: Summary
Report File: \...\Near-Term PM.pdf 3/25/2022
Vistro File: \...\330 Distel Circle Vistro PM.vistro Scenario 3 Near-Term PM 3490
Total
Volume
21 Right
1904
Thru
6 Left
Southeastbound
0 Right
1340
Thru
72 Left
Northwestbound
0 Right
Southwestbound
105
Right
0 Thru
42 Left
Northeastbound
30 El Camino Real @ Distel Dr.
ID Intersection Name
3114
Total
Volume
13 Right
1641
Thru
14 Left
Southeastbound
0 Right
1373
Thru
34 Left
Northwestbound
0 Right
0 Thru
1 Left
Southwestbound
29 Right
0 Thru
9 Left
Northeastbound
29 El Camino Real @ Distel Cir.
ID Intersection Name
3436
Total
Volume
63 Right
1839
Thru
26 Left
Southeastbound
5 Right
1268
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
5228
Total
Volume
212
Right
1422
Thru
436
Left
Southeastbound
125
Right
817
Thru
360
Left
Northwestbound
162
Right
634
Thru
301
Left
Southwestbound
79 Right
473
Thru
207
Left
Northeastbound
El Camino Real @ San Antonio
Rd. 26
ID Intersection Name
3406
Total
Volume
159
Right
1788
Thru
41 Left
Southeastbound
11 Right
1108
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
2490
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
829
Thru
3 Left
Northbound
San Antonio Rd. @ Almond
Ave. 2
ID Intersection Name
2072
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
798
Thru
44 Left
Northbound
1 San Antonio Rd. @ Portola Ave.
ID Intersection Name
Version 2021 (SP 0-4)
Generated with
2039
Agenda Item # 10.
2059
Total
Volume
13 Right
57 Left
Westbound
973
Thru
20 Left
Southbound
54 Right
942
Thru
Northbound
128 San Antonio @ Jordan
ID Intersection Name
237
Total
Volume
3 Right
24 Thru
45 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
238
Total
Volume
32 Right
44 Left
Southeastbound
3 Right
67 Thru
Southwestbound
91 Thru
1 Left
Northeastbound
115 Distel Drive @ Distel Circle
ID Intersection Name
3248
Total
Volume
0 Right
1655
Thru
45 Left
Southeastbound
117
Right
1278
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
3745
Total
Volume
122
Right
1604
Thru
237
Left
Southeastbound
152
Right
1032
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
3596
Total
Volume
2 Right
1985
Thru
142
Left
Southeastbound
96 Right
1121
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
4067
Total
Volume
30 Right
1863
Thru
209
Left
Southeastbound
238
Right
1161
Thru
88 Left
Northwestbound
147
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
2040
Agenda Item # 10.
Intersection Analysis Summary
Report File: \...\Near-Term + Project AM.pdf 3/25/2022
Vistro File: \...\330 Distel Circle Vistro AM.vistro Scenario 4 Near-Term 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 0.838 175.0 F
HCM 6th
Edition 128 San Antonio @ Jordan Two-way stop
SWB Thru 0.007 18.8 C
HCM 6th
Edition 116 Distel Drive @ Marich Way Two-way stop
SEB Left 0.067 13.6 B
HCM 6th
Edition 115 Distel Drive @ Distel Circle Two-way stop
NWB Left 0.515 48.1 D
HCM 6th
Edition Signalized El Camino Real @ OrtegaAve 113
NEB Left 0.459 50.6 D
HCM 6th
Edition Signalized El Camino Real @ ShowersDr. 51
NEB Right 0.377 45.0 D
HCM 6th
Edition Signalized El Camino Real @ Del MedioAve. 45
NEB Right 0.567 51.6 D
HCM 6th
Edition Signalized El Camino Real @ RengstorffAve. 31
SEB Left 0.538 28.8 C
HCM 6th
Edition 30 El Camino Real @ Distel Dr. Signalized
SWB Left 0.046 177.1 F
HCM 6th
Edition 29 El Camino Real @ Distel Cir. Two-way stop
SEB Left 0.474 19.2 B
HCM 6th
Edition Signalized El Camino Real @ JordanAve. 28
NWB Left 0.657 63.6 E
HCM 6th
Edition Signalized El Camino Real @ SanAntonio Rd. 26
SEB Left 0.511 20.6 C
HCM 6th
Edition Signalized El Camino Real @ CesanoCt. / Los Altos Ave. 25 SB Left 0.616 18.4 B
HCM 6th
Edition Signalized San Antonio Rd. @ AlmondAve. 2
SB Left 0.681 19.8 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
2041
Agenda Item # 10.
Volume to Capacity (v/c): 0.681
Level Of Service: B
Delay (sec / veh): 19.8
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
2042
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] 150 893 44 12 846 61 171 76 182 43 48 36 Total 15-Minute Volume [veh/h] 38 223 11 3 212 15 43 19 46 11 12 9 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] 150 893 44 12 846 61 171 76 182 43 48 36 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 6 0 0 26 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 1.0000 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] 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
2043
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
2044
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 102.97 207.48 204.95 11.13 245.01 240.80 132.58 80.85 53.97 95th-Percentile Queue Length [veh/ln] 4.12 8.30 8.20 0.45 9.80 9.63 5.30 3.23 2.16 50th-Percentile Queue Length [ft/ln] 57.20 118.29 116.46 6.18 145.95 142.81 73.66 44.91 29.99 50th-Percentile Queue Length [veh/ln] 2.29 4.73 4.66 0.25 5.84 5.71 2.95 1.80 1.20 Critical Lane Group Yes No No No No Yes Yes No No
Lane Group LOS C B B D C C B B B
d, Delay for Lane Group [s/veh] 32.32 15.97 15.99 40.96 23.06 23.14 18.52 15.20 16.28 X, volume / capacity 0.76 0.64 0.64 0.44 0.82 0.82 0.56 0.33 0.40 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] 5.83 0.93 0.95 10.98 3.07 3.14 1.14 0.35 0.79 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] 26.49 15.04 15.04 29.98 19.99 20.00 17.38 14.85 15.49 c, Capacity [veh/h] 198 738 726 27 559 546 439 549 321
s, saturation flow rate [veh/h] 1781 1870 1839 1781 1870 1826 982 1589 701 (v / s)_i Volume / Saturation Flow Rate 0.08 0.25 0.25 0.01 0.25 0.25 0.25 0.11 0.18 g / C, Green / Cycle 0.11 0.39 0.39 0.02 0.30 0.30 0.35 0.35 0.35 g_i, Effective Green Time [s] 7 24 24 1 18 18 21 21 21
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] 61 61 61 61 61 61 61 61 61
Lane Group L C C L C C C R C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2045
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 32.32 15.98 15.99 40.96 23.10 23.14 18.52 18.52 15.20 16.28 16.28 16.28 Movement LOS C B B D C C B B B B B B
d_A, Approach Delay [s/veh] 18.23 23.33 17.11 16.28
Approach LOS B C B B
d_I, Intersection Delay [s/veh] 19.78
Intersection LOS B
Intersection V/C 0.681
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] 19.80 0.00 19.80 19.80
I_p,int, Pedestrian LOS Score for Intersection 2.829 0.000 2.104 1.818 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] 1960 1960 1306 1306 d_b, Bicycle Delay [s] 0.01 0.01 3.68 3.68
I_b,int, Bicycle LOS Score for Intersection 2.456 2.318 2.267 1.769 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
2046
Agenda Item # 10.
Volume to Capacity (v/c): 0.616
Level Of Service: B
Delay (sec / veh): 18.4
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
2047
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] 0 850 163 172 1004 7 2 0 0 282 0 195 Total 15-Minute Volume [veh/h] 0 213 41 43 251 2 1 0 0 71 0 49 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] 0 850 163 172 1004 7 2 0 0 282 0 195 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 3 2 0 23 7 2 0 0 3 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] 0 847 161 172 981 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
2048
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
2049
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 0.00 267.27 256.64 141.92 190.34 190.03 1.55 192.57 130.39 95th-Percentile Queue Length [veh/ln] 0.00 10.69 10.27 5.68 7.61 7.60 0.06 7.70 5.22 50th-Percentile Queue Length [ft/ln] 0.00 162.68 154.66 78.85 105.94 105.72 0.86 107.54 72.44 50th-Percentile Queue Length [veh/ln] 0.00 6.51 6.19 3.15 4.24 4.23 0.03 4.30 2.90 Critical Lane Group No No Yes Yes No No No Yes No
Lane Group LOS A B B D B B C C C
d, Delay for Lane Group [s/veh] 0.00 18.94 19.12 37.60 10.75 10.76 31.60 26.37 25.66 X, volume / capacity 0.00 0.64 0.64 0.77 0.48 0.48 0.01 0.56 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] 0.00 3.11 3.29 7.61 1.27 1.27 0.03 1.41 1.72 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] 0.00 15.83 15.83 29.98 9.48 9.48 31.57 24.96 23.95 c, Capacity [veh/h] 0 809 764 224 1044 1041 182 502 366 s, saturation flow rate [veh/h] 1781 1870 1767 1781 1870 1865 351 1738 1589 (v / s)_i Volume / Saturation Flow Rate 0.00 0.28 0.28 0.10 0.27 0.27 0.01 0.16 0.12 g / C, Green / Cycle 0.00 0.43 0.43 0.13 0.56 0.56 0.23 0.23 0.23 g_i, Effective Green Time [s] 0 31 31 9 39 39 16 16 16
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] 71 71 71 71 71 71 71 71 71
Lane Group L C C L C C C C R
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2050
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 0.00 19.01 19.12 37.60 10.76 10.76 31.60 31.60 31.60 26.37 26.37 25.66 Movement LOS A B B D B B C C C C C C
d_A, Approach Delay [s/veh] 19.02 14.66 31.60 26.08
Approach LOS B B C C
d_I, Intersection Delay [s/veh] 18.36
Intersection LOS B
Intersection V/C 0.616
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 24.40 24.40 40.56
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.795 1.702 2.210 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] 1696 1696 1131 1131 d_b, Bicycle Delay [s] 0.82 0.82 6.69 6.69
I_b,int, Bicycle LOS Score for Intersection 2.395 2.536 1.563 2.347 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
2051
Agenda Item # 10.
Volume to Capacity (v/c): 0.511
Level Of Service: C
Delay (sec / veh): 20.6
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
2052
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] 166 4 166 14 9 4 101 1502 7 53 777 121 Total 15-Minute Volume [veh/h] 42 1 42 4 2 1 25 376 2 13 194 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] 166 4 166 14 9 4 101 1502 7 53 777 121 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 79 0 0 39 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] 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
2053
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
2054
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 270.99 245.49 41.60 190.13 282.73 298.90 101.72 184.44 186.51 95th-Percentile Queue Length [veh/ln] 10.84 9.82 1.66 7.61 11.31 11.96 4.07 7.38 7.46 50th-Percentile Queue Length [ft/ln] 165.50 146.31 23.11 105.79 174.43 186.82 56.51 102.47 103.62 50th-Percentile Queue Length [veh/ln] 6.62 5.85 0.92 4.23 6.98 7.47 2.26 4.10 4.14 Critical Lane Group Yes No No No No Yes Yes No No
Lane Group LOS E E E F B B F B B
d, Delay for Lane Group [s/veh] 63.81 56.57 56.18 80.84 10.64 11.09 83.12 10.73 11.02 X, volume / capacity 0.73 0.55 0.40 0.81 0.40 0.40 0.72 0.26 0.26 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] 4.26 1.57 3.91 12.03 0.50 0.95 12.11 0.26 0.54 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] 59.55 55.00 52.26 68.81 10.14 10.14 71.00 10.46 10.48 c, Capacity [veh/h] 234 301 67 124 2448 1283 74 2348 1150 s, saturation flow rate [veh/h] 984 1589 159 1781 3560 1866 1781 3560 1745 (v / s)_i Volume / Saturation Flow Rate 0.17 0.10 0.17 0.06 0.28 0.28 0.03 0.17 0.17 g / C, Green / Cycle 0.19 0.19 0.19 0.07 0.69 0.69 0.04 0.66 0.66 g_i, Effective Green Time [s] 29 29 29 10 103 103 6 99 99 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
2055
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 63.81 63.81 56.57 56.18 56.18 56.18 80.84 10.79 11.09 83.12 10.79 11.02 Movement LOS E E E E E E F B B F B B
d_A, Approach Delay [s/veh] 60.23 56.18 15.19 14.85
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 20.64
Intersection LOS C
Intersection V/C 0.511
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 2.153 1.771 3.041 3.265 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 2.114 1.604 2.445 2.083 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
2056
Agenda Item # 10.
Volume to Capacity (v/c): 0.657
Level Of Service: E
Delay (sec / veh): 63.6
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
2057
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] 177 726 39 181 732 297 267 1239 181 299 638 144 Total 15-Minute Volume [veh/h] 44 182 10 45 183 74 67 310 45 75 160 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] 177 726 39 181 732 297 267 1239 181 299 638 144 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] -1 8 -2 -1 20 21 6 59 2 0 32 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] 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
2058
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
2059
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 178.47 596.50 587.99 182.83 553.32 467.18 252.37 712.48 731.90 271.85 359.21 354.06 95th-Percentile Queue Length [veh/ln] 7.14 23.86 23.52 7.31 22.13 18.69 10.09 28.50 29.28 10.87 14.37 14.16 50th-Percentile Queue Length [ft/ln] 99.15 427.04 419.95 101.57 391.15 320.40 151.46 524.65 541.15 166.15 233.82 229.76 50th-Percentile Queue Length [veh/ln] 3.97 17.08 16.80 4.06 15.65 12.82 6.06 20.99 21.65 6.65 9.35 9.19 Critical Lane Group No No Yes Yes No No No No Yes Yes No No Lane Group LOS E E E E E E E E E E D D
d, Delay for Lane Group [s/veh] 75.60 66.13 66.27 75.80 62.23 63.67 76.31 62.76 68.92 73.14 46.20 47.45 X, volume / capacity 0.41 0.72 0.72 0.42 0.72 0.65 0.55 0.82 0.82 0.54 0.43 0.43 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] 2.89 8.24 8.38 3.00 4.40 7.18 4.36 6.71 12.84 3.72 1.09 2.29 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] 72.72 57.89 57.89 72.80 57.83 56.50 71.95 56.05 56.08 69.42 45.11 45.16 c, Capacity [veh/h] 430 534 524 430 1017 454 488 1155 568 555 1234 589 s, saturation flow rate [veh/h] 3459 1870 1837 3459 3560 1589 3459 3560 1751 3459 3560 1700 (v / s)_i Volume / Saturation Flow Rate 0.05 0.21 0.21 0.05 0.21 0.19 0.08 0.27 0.27 0.09 0.15 0.15 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
2060
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 75.60 66.19 66.27 75.80 62.23 63.67 76.31 64.19 68.92 73.14 46.41 47.45 Movement LOS E E E E E E E E E E D D
d_A, Approach Delay [s/veh] 67.97 64.61 66.62 53.94
Approach LOS E E E D
d_I, Intersection Delay [s/veh] 63.60
Intersection LOS E
Intersection V/C 0.657
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 2.967 3.103 3.121 3.157 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 2.337 2.558 2.487 2.154 Bicycle LOS B B 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
2061
Agenda Item # 10.
Volume to Capacity (v/c): 0.474
Level Of Service: B
Delay (sec / veh): 19.2
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
2062
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] 63 10 110 0 6 8 57 1742 29 9 892 100 Total 15-Minute Volume [veh/h] 16 3 28 0 2 2 14 436 7 2 223 25 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] 63 10 110 0 6 8 57 1742 29 9 892 100 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 1 0 0 0 3 56 0 0 33 1
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] 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
2063
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
2064
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 323.96 24.76 126.24 411.44 432.67 21.44 252.53 256.62 95th-Percentile Queue Length [veh/ln] 12.96 0.99 5.05 16.46 17.31 0.86 10.10 10.26 50th-Percentile Queue Length [ft/ln] 206.21 13.75 70.14 275.36 292.44 11.91 151.58 154.65 50th-Percentile Queue Length [veh/ln] 8.25 0.55 2.81 11.01 11.70 0.48 6.06 6.19 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] 70.21 57.63 84.85 13.65 14.26 86.78 14.33 14.67 X, volume / capacity 0.53 0.04 0.38 0.48 0.48 0.12 0.29 0.29 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] 5.83 0.19 7.01 0.66 1.27 3.52 0.32 0.64 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] 64.38 57.44 77.84 12.99 12.99 83.27 14.01 14.03 c, Capacity [veh/h] 343 367 151 2451 1276 72 2293 1143
s, saturation flow rate [veh/h] 1547 1699 1781 3560 1854 1781 3560 1775 (v / s)_i Volume / Saturation Flow Rate 0.12 0.01 0.03 0.33 0.33 0.01 0.19 0.19 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
2065
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 70.21 70.21 70.21 57.63 57.63 57.63 84.85 13.86 14.26 86.78 14.42 14.67 Movement LOS E E E E E E F B B F B B
d_A, Approach Delay [s/veh] 70.21 57.63 16.08 15.10
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 19.22
Intersection LOS B
Intersection V/C 0.474
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 1.888 1.763 3.087 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 1.862 1.583 2.565 2.110 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2066
Agenda Item # 10.
Volume to Capacity (v/c): 0.046
Level Of Service: F
Delay (sec / veh): 177.1
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] 11 0 15 1 0 1 130 1743 2 6 1097 40 Total 15-Minute Volume [veh/h] 3 0 4 0 0 0 33 436 1 2 274 10 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 15 1 0 1 130 1743 2 6 1097 40 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 59 0 0 54 -5 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] 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
2067
Agenda Item # 10.
Intersection LOS F
d_I, Intersection Delay [s/veh] 1.68
Approach LOS F F A A
d_A, Approach Delay [s/veh] 70.81 100.59 1.55 0.14
95th-Percentile Queue Length [ft/ln] 30.75 30.75 30.75 3.86 3.86 3.86 44.30 0.00 0.00 2.76 0.00 0.00 95th-Percentile Queue Length [veh/ln] 1.23 1.23 1.23 0.15 0.15 0.15 1.77 0.00 0.00 0.11 0.00 0.00 Movement LOS F F D F F C C A A D A A
d_M, Delay for Movement [s/veh] 120.21 585.10 34.59 177.12 585.84 24.05 22.32 0.00 0.00 27.20 0.00 0.00 V/C, Movement V/C Ratio 0.29 0.00 0.04 0.05 0.00 0.00 0.39 0.02 0.00 0.04 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
2068
Agenda Item # 10.
Volume to Capacity (v/c): 0.538
Level Of Service: C
Delay (sec / veh): 28.8
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
2069
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] 66 0 212 0 0 0 97 1825 0 8 1081 95 Total 15-Minute Volume [veh/h] 17 0 53 0 0 0 24 456 0 2 270 24 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] 66 0 212 0 0 0 97 1825 0 8 1081 95 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 56 0 0 57 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] 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
2070
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
2071
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 461.71 173.51 472.94 500.56 20.41 443.00 453.27 95th-Percentile Queue Length [veh/ln] 18.47 6.94 18.92 20.02 0.82 17.72 18.13 50th-Percentile Queue Length [ft/ln] 315.95 96.39 325.09 347.67 11.34 300.78 309.11 50th-Percentile Queue Length [veh/ln] 12.64 3.86 13.00 13.91 0.45 12.03 12.36 Critical Lane Group Yes No Yes No Yes No No
Lane Group LOS E E B B F C C
d, Delay for Lane Group [s/veh] 69.44 59.69 16.94 17.67 91.24 33.83 34.79 X, volume / capacity 0.68 0.25 0.51 0.51 0.15 0.47 0.47 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] 8.68 1.53 0.81 1.54 6.08 0.96 1.91 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] 60.76 58.16 16.13 16.13 85.16 32.87 32.88 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 0.17 0.05 0.34 0.34 0.00 0.22 0.22 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
2072
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 69.44 69.44 69.44 0.00 0.00 0.00 59.69 17.20 17.67 91.24 34.10 34.79 Movement LOS E E E E B B F C C
d_A, Approach Delay [s/veh] 69.44 0.00 19.34 34.54
Approach LOS E A B C
d_I, Intersection Delay [s/veh] 28.77
Intersection LOS C
Intersection V/C 0.538
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 1.938 1.751 3.149 3.126 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 2.018 1.560 2.617 2.211 Bicycle LOS B A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2073
Agenda Item # 10.
Volume to Capacity (v/c): 0.567
Level Of Service: D
Delay (sec / veh): 51.6
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
2074
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 34 302 3 214 62 1615 223 157 1158 8 Total 15-Minute Volume [veh/h] 6 3 9 76 1 54 16 404 56 39 290 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 34 302 3 214 62 1615 223 157 1158 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 22 11 5 52 7 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 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
2075
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
2076
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 150.32 248.48 248.66 347.14 125.04 847.34 874.61 152.84 463.52 489.01 95th-Percentile Queue Length [veh/ln] 6.01 9.94 9.95 13.89 5.00 33.89 34.98 6.11 18.54 19.56 50th-Percentile Queue Length [ft/ln] 83.51 148.54 148.67 224.33 69.47 639.91 663.40 84.91 317.42 338.21 50th-Percentile Queue Length [veh/ln] 3.34 5.94 5.95 8.97 2.78 25.60 26.54 3.40 12.70 13.53 Critical Lane Group Yes No No Yes No No Yes Yes No No
Lane Group LOS F E E E E D E E D D
d, Delay for Lane Group [s/veh] 84.14 55.34 55.34 60.96 73.52 52.35 57.78 71.40 38.80 39.88 X, volume / capacity 0.41 0.33 0.33 0.51 0.27 0.83 0.83 0.32 0.50 0.50 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 1.85 1.84 4.44 2.85 5.51 10.80 1.76 1.19 2.27 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 53.49 53.49 56.52 70.67 46.85 46.99 69.64 37.61 37.61 c, Capacity [veh/h] 162 468 468 418 231 1482 731 486 1521 796 s, saturation flow rate [veh/h] 1690 1781 1783 1589 1781 3560 1757 3459 3560 1863 (v / s)_i Volume / Saturation Flow Rate 0.04 0.09 0.09 0.13 0.03 0.35 0.35 0.05 0.21 0.21 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
2077
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 84.14 84.14 84.14 55.34 55.34 60.96 73.52 53.65 57.78 71.40 39.17 39.88 Movement LOS F F F E E E E D E E D D
d_A, Approach Delay [s/veh] 84.14 57.66 54.79 43.00
Approach LOS F E D D
d_I, Intersection Delay [s/veh] 51.60
Intersection LOS D
Intersection V/C 0.567
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 1.782 2.480 0.000 3.211 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 2.416 2.605 2.287 Bicycle LOS A B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 4 3 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2078
Agenda Item # 10.
Volume to Capacity (v/c): 0.377
Level Of Service: D
Delay (sec / veh): 45.0
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
2079
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 86 1420 118 106 1110 0 Total 15-Minute Volume [veh/h] 0 0 0 0 0 0 22 355 30 27 278 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 86 1420 118 106 1110 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 79 0 7 32 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 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
2080
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
2081
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 1.73 0.00 0.00 141.09 611.93 640.19 174.93 406.87 432.51 95th-Percentile Queue Length [veh/ln] 0.07 0.00 0.00 5.64 24.48 25.61 7.00 16.27 17.30 50th-Percentile Queue Length [ft/ln] 0.96 0.00 0.00 78.39 439.94 463.62 97.18 271.70 292.32 50th-Percentile Queue Length [veh/ln] 0.04 0.00 0.00 3.14 17.60 18.54 3.89 10.87 11.69 Critical Lane Group Yes No No No No Yes Yes No No
Lane Group LOS E A A E D D E D D
d, Delay for Lane Group [s/veh] 60.95 0.00 0.00 58.90 46.40 50.56 59.33 38.30 39.71 X, volume / capacity 0.01 0.00 0.00 0.31 0.78 0.78 0.36 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 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 2.85 4.56 8.71 3.50 1.59 3.01 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 56.05 41.84 41.85 55.82 36.71 36.71 c, Capacity [veh/h] 158 450 472 279 1315 664 291 1339 703 s, saturation flow rate [veh/h] 1589 1781 1870 1781 3560 1797 1781 3560 1870 (v / s)_i Volume / Saturation Flow Rate 0.00 0.00 0.00 0.05 0.29 0.29 0.06 0.20 0.20 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
2082
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 58.90 47.57 50.56 59.33 38.78 39.71 Movement LOS E E E A A A E D D E D D
d_A, Approach Delay [s/veh] 60.95 0.00 48.39 40.57
Approach LOS E A D D
d_I, Intersection Delay [s/veh] 45.05
Intersection LOS D
Intersection V/C 0.377
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 1.760 2.025 0.000 2.987 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 2.453 2.228 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
2083
Agenda Item # 10.
Volume to Capacity (v/c): 0.459
Level Of Service: D
Delay (sec / veh): 50.6
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
2084
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] 14 4 5 77 13 97 27 1387 87 148 784 50 Total 15-Minute Volume [veh/h] 4 1 1 19 3 24 7 347 22 37 196 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] 14 4 5 77 13 97 27 1387 87 148 784 50 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 66 0 0 28 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] 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
2085
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
2086
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 35.53 9.84 78.72 79.35 179.21 52.12 683.92 715.07 259.97 332.30 342.90 95th-Percentile Queue Length [veh/ln] 1.42 0.39 3.15 3.17 7.17 2.08 27.36 28.60 10.40 13.29 13.72 50th-Percentile Queue Length [ft/ln] 19.74 5.47 43.73 44.09 99.56 28.96 500.48 526.85 157.17 212.71 221.00 50th-Percentile Queue Length [veh/ln] 0.79 0.22 1.75 1.76 3.98 1.16 20.02 21.07 6.29 8.51 8.84 Critical Lane Group Yes No No No Yes No No Yes Yes No No Lane Group LOS E E E E E E D E E D D
d, Delay for Lane Group [s/veh] 69.08 68.20 58.19 58.17 61.92 68.84 54.16 57.83 66.03 35.83 36.51 X, volume / capacity 0.08 0.02 0.12 0.12 0.29 0.11 0.75 0.75 0.41 0.36 0.37 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] 0.62 0.21 0.65 0.64 2.18 0.90 4.07 7.74 3.47 0.68 1.34 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] 68.46 67.99 57.54 57.53 59.74 67.94 50.09 50.09 62.56 35.15 35.17 c, Capacity [veh/h] 238 210 375 380 335 245 1298 661 359 1515 772 s, saturation flow rate [veh/h] 1800 1589 1781 1806 1589 1781 3560 1814 1781 3560 1813 (v / s)_i Volume / Saturation Flow Rate 0.01 0.00 0.03 0.03 0.06 0.02 0.27 0.27 0.08 0.16 0.16 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
2087
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 69.08 69.08 68.20 58.18 58.17 61.92 68.84 55.25 57.83 66.03 36.03 36.51 Movement LOS E E E E E E E E E E D D
d_A, Approach Delay [s/veh] 68.88 60.12 55.64 40.57
Approach LOS E E E D
d_I, Intersection Delay [s/veh] 50.57
Intersection LOS D
Intersection V/C 0.459
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 1.991 2.268 0.000 3.031 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 1.598 1.868 2.385 2.100 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
2088
Agenda Item # 10.
Volume to Capacity (v/c): 0.515
Level Of Service: D
Delay (sec / veh): 48.1
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
2089
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 0 178 0 59 18 1517 142 31 991 0 Total 15-Minute Volume [veh/h] 0 0 0 45 0 15 5 379 36 8 248 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 0 178 0 59 18 1517 142 31 991 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 59 6 0 34 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 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
2090
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
2091
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 1.38 341.97 32.18 752.13 778.90 55.44 404.08 426.98 95th-Percentile Queue Length [veh/ln] 0.06 13.68 1.29 30.09 31.16 2.22 16.16 17.08 50th-Percentile Queue Length [ft/ln] 0.77 220.27 17.88 558.37 581.21 30.80 269.47 287.86 50th-Percentile Queue Length [veh/ln] 0.03 8.81 0.72 22.33 23.25 1.23 10.78 11.51 Critical Lane Group No Yes No No Yes Yes No No
Lane Group LOS D D E D E E D D
d, Delay for Lane Group [s/veh] 38.70 48.41 60.96 51.14 55.04 60.80 39.92 40.83 X, volume / capacity 0.00 0.44 0.06 0.78 0.78 0.09 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 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 2.58 0.32 4.18 8.06 0.54 1.02 1.93 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 45.84 60.64 46.96 46.98 60.26 38.90 38.90 c, Capacity [veh/h] 664 540 327 1424 716 336 1444 758
s, saturation flow rate [veh/h] 1870 1467 1781 3560 1789 1781 3560 1870 (v / s)_i Volume / Saturation Flow Rate 0.00 0.16 0.01 0.31 0.31 0.02 0.18 0.18 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
2092
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 38.70 38.70 38.70 48.41 48.41 48.41 60.96 52.20 55.04 60.80 40.23 40.83 Movement LOS D D D D D D E D E E D D
d_A, Approach Delay [s/veh] 38.70 48.41 52.53 40.86
Approach LOS D D D D
d_I, Intersection Delay [s/veh] 48.13
Intersection LOS D
Intersection V/C 0.515
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 1.757 1.948 3.313 3.049 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 1.951 2.482 2.122 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
2093
Agenda Item # 10.
Volume to Capacity (v/c): 0.067
Level Of Service: B
Delay (sec / veh): 13.6
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] 31 277 211 19 32 83
Total 15-Minute Volume [veh/h] 8 69 53 5 8 21
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] 31 277 211 19 32 83
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 1.0000 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] 31 274 205 21 25 79
Name Distel Dr. Distel Dr. Distel Circle
Volumes
Version 2021 (SP 0-4)
Generated with
2094
Agenda Item # 10.
Intersection LOS B
d_I, Intersection Delay [s/veh] 2.37
Approach LOS A A B
d_A, Approach Delay [s/veh] 0.78 0.00 11.34
95th-Percentile Queue Length [ft/ln] 1.78 1.78 0.00 0.00 15.07 15.07 95th-Percentile Queue Length [veh/ln] 0.07 0.07 0.00 0.00 0.60 0.60 Movement LOS A A A A B B
d_M, Delay for Movement [s/veh] 7.75 0.00 0.00 0.00 13.62 10.46 V/C, Movement V/C Ratio 0.02 0.00 0.00 0.00 0.07 0.10
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
2095
Agenda Item # 10.
Volume to Capacity (v/c): 0.007
Level Of Service: C
Delay (sec / veh): 18.8
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] 4 3 3 128 3 176 3 52 144 160 33 1 Total 15-Minute Volume [veh/h] 1 1 1 32 1 44 1 13 36 40 8 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 3 3 128 3 176 3 52 144 160 33 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 1.0000 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] 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
2096
Agenda Item # 10.
Intersection LOS C
d_I, Intersection Delay [s/veh] 8.93
Approach LOS B C A A
d_A, Approach Delay [s/veh] 13.61 15.99 0.11 6.56
95th-Percentile Queue Length [ft/ln] 1.79 1.79 1.79 66.68 66.68 66.68 0.14 0.14 0.14 9.84 9.84 9.84 95th-Percentile Queue Length [veh/ln] 0.07 0.07 0.07 2.67 2.67 2.67 0.01 0.01 0.01 0.39 0.39 0.39 Movement LOS C B A C C B A A A A A A
d_M, Delay for Movement [s/veh] 16.64 14.51 8.66 18.43 18.76 14.17 7.29 0.00 0.00 7.96 0.00 0.00 V/C, Movement V/C Ratio 0.01 0.01 0.00 0.29 0.01 0.19 0.00 0.00 0.00 0.12 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
2097
Agenda Item # 10.
Volume to Capacity (v/c): 0.838
Level Of Service: F
Delay (sec / veh): 175.0
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] 1119 58 17 1399 51 14
Total 15-Minute Volume [veh/h] 280 15 4 350 13 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] 1119 58 17 1399 51 14
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] 5 0 0 30 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] 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
2098
Agenda Item # 10.
Intersection LOS F
d_I, Intersection Delay [s/veh] 4.08
Approach LOS A A F
d_A, Approach Delay [s/veh] 0.00 0.14 163.93
95th-Percentile Queue Length [ft/ln] 0.00 0.00 2.23 0.00 109.05 109.05 95th-Percentile Queue Length [veh/ln] 0.00 0.00 0.09 0.00 4.36 4.36 Movement LOS A A B A F F
d_M, Delay for Movement [s/veh] 0.00 0.00 11.29 0.00 174.95 123.78 V/C, Movement V/C Ratio 0.01 0.00 0.03 0.01 0.84 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
2099
Agenda Item # 10.
Turning Movement Volume: Summary
Report File: \...\Near-Term + Project AM.pdf 3/25/2022
Vistro File: \...\330 Distel Circle Vistro AM.vistro Scenario 4 Near-Term Plus Project AM 3384
Total
Volume
95 Right
1081
Thru
8 Left
Southeastbound
0 Right
1825
Thru
97 Left
Northwestbound
0 Right
Southwestbound
212
Right
0 Thru
66 Left
Northeastbound
30 El Camino Real @ Distel Dr.
ID Intersection Name
3046
Total
Volume
40 Right
1097
Thru
6 Left
Southeastbound
2 Right
1743
Thru
130
Left
Northwestbound
1 Right
0 Thru
1 Left
Southwestbound
15 Right
0 Thru
11 Left
Northeastbound
29 El Camino Real @ Distel Cir.
ID Intersection Name
3026
Total
Volume
100
Right
892
Thru
9 Left
Southeastbound
29 Right
1742
Thru
57 Left
Northwestbound
8 Right
6 Thru
0 Left
Southwestbound
110
Right
10 Thru
63 Left
Northeastbound
28 El Camino Real @ Jordan Ave.
ID Intersection Name
4920
Total
Volume
144
Right
638
Thru
299
Left
Southeastbound
181
Right
1239
Thru
267
Left
Northwestbound
297
Right
732
Thru
181
Left
Southwestbound
39 Right
726
Thru
177
Left
Northeastbound
El Camino Real @ San Antonio
Rd. 26
ID Intersection Name
2924
Total
Volume
121
Right
777
Thru
53 Left
Southeastbound
7 Right
1502
Thru
101
Left
Northwestbound
4 Right
9 Thru
14 Left
Southwestbound
166
Right
4 Thru
166
Left
Northeastbound
El Camino Real @ Cesano Ct. /
Los Altos Ave. 25
ID Intersection Name
2675
Total
Volume
195
Right
0 Thru
282
Left
Westbound
0 Right
0 Thru
2 Left
Eastbound
7 Right
1004
Thru
172
Left
Southbound
163
Right
850
Thru
0 Left
Northbound
San Antonio Rd. @ Almond
Ave. 2
ID Intersection Name
2562
Total
Volume
36 Right
48 Thru
43 Left
Westbound
182
Right
76 Thru
171
Left
Eastbound
61 Right
846
Thru
12 Left
Southbound
44 Right
893
Thru
150
Left
Northbound
1 San Antonio Rd. @ Portola Ave.
ID Intersection Name
Version 2021 (SP 0-4)
Generated with
2100
Agenda Item # 10.
2658
Total
Volume
14 Right
51 Left
Westbound
1399
Thru
17 Left
Southbound
58 Right
1119
Thru
Northbound
128 San Antonio @ Jordan
ID Intersection Name
710
Total
Volume
1 Right
33 Thru
160
Left
Southeastbound
144
Right
52 Thru
3 Left
Northwestbound
176
Right
3 Thru
128
Left
Southwestbound
3 Right
3 Thru
4 Left
Northeastbound
116 Distel Drive @ Marich Way
ID Intersection Name
653
Total
Volume
83 Right
32 Left
Southeastbound
19 Right
211
Thru
Southwestbound
277
Thru
31 Left
Northeastbound
115 Distel Drive @ Distel Circle
ID Intersection Name
2937
Total
Volume
0 Right
991
Thru
31 Left
Southeastbound
142
Right
1517
Thru
18 Left
Northwestbound
59 Right
0 Thru
178
Left
Southwestbound
0 Right
1 Thru
0 Left
Northeastbound
113 El Camino Real @ Ortega Ave
ID Intersection Name
2693
Total
Volume
50 Right
784
Thru
148
Left
Southeastbound
87 Right
1387
Thru
27 Left
Northwestbound
97 Right
13 Thru
77 Left
Southwestbound
5 Right
4 Thru
14 Left
Northeastbound
51 El Camino Real @ Showers Dr.
ID Intersection Name
2841
Total
Volume
0 Right
1110
Thru
106
Left
Southeastbound
118
Right
1420
Thru
86 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
3809
Total
Volume
8 Right
1158
Thru
157
Left
Southeastbound
223
Right
1615
Thru
62 Left
Northwestbound
214
Right
3 Thru
302
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
2101
Agenda Item # 10.
Intersection Analysis 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 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 0.518 66.7 F
HCM 6th
Edition 128 San Antonio @ Jordan Two-way stop
SWB Thru 0.007 10.6 B
HCM 6th
Edition 116 Distel Drive @ Marich Way Two-way stop
SEB Left 0.055 9.8 A
HCM 6th
Edition 115 Distel Drive @ Distel Circle Two-way stop
SWB Left 0.426 40.9 D
HCM 6th
Edition Signalized El Camino Real @ OrtegaAve 113
NWB Left 0.544 55.2 E
HCM 6th
Edition Signalized El Camino Real @ ShowersDr. 51
SEB Left 0.534 50.4 D
HCM 6th
Edition Signalized El Camino Real @ Del MedioAve. 45
NEB Left 0.518 44.1 D
HCM 6th
Edition Signalized El Camino Real @ RengstorffAve. 31
NWB Left 0.521 38.3 D
HCM 6th
Edition 30 El Camino Real @ Distel Dr. Signalized
NEB Left 0.307 140.6 F
HCM 6th
Edition 29 El Camino Real @ Distel Cir. Two-way stop
SEB Left 0.523 35.8 D
HCM 6th
Edition Signalized El Camino Real @ JordanAve. 28
NWB Left 0.791 63.5 E
HCM 6th
Edition Signalized El Camino Real @ SanAntonio Rd. 26
NWB Left 0.581 15.5 B
HCM 6th
Edition Signalized El Camino Real @ CesanoCt. / Los Altos Ave. 25 NB Left 0.577 15.8 B
HCM 6th
Edition Signalized San Antonio Rd. @ AlmondAve. 2
SB Left 0.507 10.3 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
2102
Agenda Item # 10.
Volume to Capacity (v/c): 0.507
Level Of Service: B
Delay (sec / veh): 10.3
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
2103
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] 44 799 18 18 992 38 43 18 41 30 7 25 Total 15-Minute Volume [veh/h] 11 200 5 5 248 10 11 5 10 8 2 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] 44 799 18 18 992 38 43 18 41 30 7 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 18 0 0 16 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 1.0000 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] 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
2104
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
2105
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 16.31 64.96 64.51 8.49 102.41 101.27 16.56 11.70 16.82 95th-Percentile Queue Length [veh/ln] 0.65 2.60 2.58 0.34 4.10 4.05 0.66 0.47 0.67 50th-Percentile Queue Length [ft/ln] 9.06 36.09 35.84 4.72 56.90 56.26 9.20 6.50 9.34 50th-Percentile Queue Length [veh/ln] 0.36 1.44 1.43 0.19 2.28 2.25 0.37 0.26 0.37 Critical Lane Group Yes No No No No Yes No No Yes
Lane Group LOS B A A C B B B B B
d, Delay for Lane Group [s/veh] 19.61 8.31 8.31 22.99 10.61 10.63 13.47 13.68 13.99 X, volume / capacity 0.48 0.54 0.54 0.42 0.73 0.73 0.15 0.20 0.23 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] 3.91 0.60 0.61 6.61 1.50 1.52 0.16 0.47 0.43 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] 15.70 7.71 7.71 16.37 9.11 9.11 13.31 13.21 13.57 c, Capacity [veh/h] 91 758 752 42 707 697 416 207 271
s, saturation flow rate [veh/h] 1781 1870 1855 1781 1870 1846 1812 1589 873 (v / s)_i Volume / Saturation Flow Rate 0.02 0.22 0.22 0.01 0.28 0.28 0.03 0.03 0.07 g / C, Green / Cycle 0.05 0.40 0.40 0.02 0.38 0.38 0.13 0.13 0.13 g_i, Effective Green Time [s] 2 14 14 1 13 13 4 4 4
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] 34 34 34 34 34 34 34 34 34
Lane Group L C C L C C C R C
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2106
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 19.61 8.31 8.31 22.99 10.62 10.63 13.47 13.47 13.68 13.99 13.99 13.99 Movement LOS B A A C B B B B B B B B
d_A, Approach Delay [s/veh] 8.89 10.83 13.55 13.99
Approach LOS A B B B
d_I, Intersection Delay [s/veh] 10.25
Intersection LOS B
Intersection V/C 0.507
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] 7.09 0.00 7.09 7.09
I_p,int, Pedestrian LOS Score for Intersection 2.716 0.000 1.928 1.707 Crosswalk LOS B 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] 3535 3535 2357 2357 d_b, Bicycle Delay [s] 10.00 10.00 0.54 0.54
I_b,int, Bicycle LOS Score for Intersection 2.270 2.424 1.728 1.662 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
2107
Agenda Item # 10.
Volume to Capacity (v/c): 0.577
Level Of Service: B
Delay (sec / veh): 15.8
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
2108
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] 3 830 273 122 913 7 8 0 0 213 0 122 Total 15-Minute Volume [veh/h] 1 208 68 31 228 2 2 0 0 53 0 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] 3 830 273 122 913 7 8 0 0 213 0 122 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 9 0 0 -1 5 8 0 0 0 0 0
In-Process Volume [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0
Growth Factor 1.0000 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] 3 821 273 122 914 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
2109
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
2110
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 12.52 248.79 234.39 98.67 142.25 141.90 5.80 136.13 75.40 95th-Percentile Queue Length [veh/ln] 0.50 9.95 9.38 3.95 5.69 5.68 0.23 5.45 3.02 50th-Percentile Queue Length [ft/ln] 6.96 148.77 138.05 54.82 79.03 78.83 3.22 75.63 41.89 50th-Percentile Queue Length [veh/ln] 0.28 5.95 5.52 2.19 3.16 3.15 0.13 3.03 1.68 Critical Lane Group No No Yes Yes No No No Yes No
Lane Group LOS F B B D A A C C C
d, Delay for Lane Group [s/veh] 300.48 15.33 15.59 38.34 8.88 8.88 29.87 25.50 24.41 X, volume / capacity 0.96 0.63 0.63 0.74 0.43 0.43 0.04 0.47 0.39 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] 267.31 2.64 2.89 8.96 0.98 0.98 0.13 1.10 1.14 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] 33.16 12.68 12.69 29.38 7.90 7.90 29.74 24.40 23.26 c, Capacity [veh/h] 3 909 833 165 1078 1075 189 450 311 s, saturation flow rate [veh/h] 1781 1870 1714 1781 1870 1865 409 1742 1589 (v / s)_i Volume / Saturation Flow Rate 0.00 0.31 0.31 0.07 0.25 0.25 0.02 0.12 0.08 g / C, Green / Cycle 0.00 0.49 0.49 0.09 0.58 0.58 0.20 0.20 0.20 g_i, Effective Green Time [s] 0 32 32 6 38 38 13 13 13
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] 66 66 66 66 66 66 66 66 66
Lane Group L C C L C C C C R
Lane Group Calculations
Version 2021 (SP 0-4)
Generated with
2111
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 300.48 15.41 15.59 38.34 8.88 8.88 29.87 29.87 29.87 25.50 25.50 24.41 Movement LOS F B B D A A C C C C C C
d_A, Approach Delay [s/veh] 16.22 12.33 29.87 25.10
Approach LOS B B C C
d_I, Intersection Delay [s/veh] 15.83
Intersection LOS B
Intersection V/C 0.577
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 22.25 22.25 38.35
I_p,int, Pedestrian LOS Score for Intersection 0.000 2.748 1.701 2.181 Crosswalk LOS F B A B
s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h] 1809 1809 1206 1206 d_b, Bicycle Delay [s] 0.30 0.30 5.22 5.22
I_b,int, Bicycle LOS Score for Intersection 2.472 2.419 1.573 2.112 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
2112
Agenda Item # 10.
Volume to Capacity (v/c): 0.581
Level Of Service: B
Delay (sec / veh): 15.5
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
2113
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] 105 5 82 13 2 18 74 1109 11 41 1793 159 Total 15-Minute Volume [veh/h] 26 1 21 3 1 5 19 277 3 10 448 40 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] 105 5 82 13 2 18 74 1109 11 41 1793 159 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 0 84 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] 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
2114
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
2115
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 193.34 128.24 53.12 141.96 177.96 190.03 76.85 359.29 372.31 95th-Percentile Queue Length [veh/ln] 7.73 5.13 2.12 5.68 7.12 7.60 3.07 14.37 14.89 50th-Percentile Queue Length [ft/ln] 108.09 71.25 29.51 78.87 98.87 105.72 42.69 233.89 244.18 50th-Percentile Queue Length [veh/ln] 4.32 2.85 1.18 3.15 3.95 4.23 1.71 9.36 9.77 Critical Lane Group Yes No No Yes No No No No Yes
Lane Group LOS E E E F A A E B B
d, Delay for Lane Group [s/veh] 66.34 57.34 60.08 83.49 7.37 7.62 79.29 10.56 11.34 X, volume / capacity 0.65 0.33 0.44 0.79 0.28 0.28 0.60 0.51 0.51 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] 4.14 0.79 4.09 13.30 0.28 0.53 8.28 0.74 1.48 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] 62.19 56.55 55.98 70.19 7.09 7.09 71.01 9.82 9.85 c, Capacity [veh/h] 169 245 74 94 2585 1351 68 2533 1276 s, saturation flow rate [veh/h] 793 1589 265 1781 3560 1861 1781 3560 1793 (v / s)_i Volume / Saturation Flow Rate 0.14 0.05 0.12 0.04 0.21 0.21 0.02 0.36 0.37 g / C, Green / Cycle 0.15 0.15 0.15 0.05 0.73 0.73 0.04 0.71 0.71 g_i, Effective Green Time [s] 23 23 23 8 109 109 6 107 107 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
2116
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 66.34 66.34 57.34 60.08 60.08 60.08 83.49 7.46 7.62 79.29 10.78 11.34 Movement LOS E E E E E E F A A E B B
d_A, Approach Delay [s/veh] 62.49 60.08 12.17 12.23
Approach LOS E E B B
d_I, Intersection Delay [s/veh] 15.50
Intersection LOS B
Intersection V/C 0.581
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 2.107 1.771 3.123 3.276 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 1.876 1.614 2.216 2.656 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
2117
Agenda Item # 10.
Volume to Capacity (v/c): 0.791
Level Of Service: E
Delay (sec / veh): 63.5
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
2118
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] 207 473 80 303 634 162 360 818 125 436 1427 212 Total 15-Minute Volume [veh/h] 52 118 20 76 159 41 90 205 31 109 357 53 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] 207 473 80 303 634 162 360 818 125 436 1427 212 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 24 -6 2 15 15 1 32 0 0 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] 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
2119
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
2120
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 190.20 387.74 373.94 264.94 415.56 224.26 309.64 405.44 414.11 327.75 761.83 819.13 95th-Percentile Queue Length [veh/ln] 7.61 15.51 14.96 10.60 16.62 8.97 12.39 16.22 16.56 13.11 30.47 32.77 50th-Percentile Queue Length [ft/ln] 105.84 256.43 245.47 160.92 278.67 130.57 195.11 270.56 277.51 209.16 566.63 615.67 50th-Percentile Queue Length [veh/ln] 4.23 10.26 9.82 6.44 11.15 5.22 7.80 10.82 11.10 8.37 22.67 24.63 Critical Lane Group No No Yes Yes No No Yes No No No No Yes Lane Group LOS E E E E D D F D D E E E
d, Delay for Lane Group [s/veh] 74.45 55.99 56.40 79.48 52.60 46.46 82.19 50.02 53.72 64.38 65.81 78.98 X, volume / capacity 0.65 0.64 0.64 0.79 0.70 0.40 0.85 0.67 0.67 0.73 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 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] 9.76 6.96 7.36 15.53 4.49 2.94 18.88 3.71 7.40 7.53 18.56 31.45 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] 64.69 49.02 49.05 63.95 48.11 43.52 63.31 46.31 46.32 56.85 47.25 47.53 c, Capacity [veh/h] 320 442 420 382 906 404 423 949 465 600 1141 561 s, saturation flow rate [veh/h] 3113 1683 1599 3113 3204 1431 3113 3204 1571 3113 3204 1575 (v / s)_i Volume / Saturation Flow Rate 0.07 0.17 0.17 0.10 0.20 0.11 0.12 0.20 0.20 0.14 0.34 0.35 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
2121
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 74.45 56.15 56.40 79.48 52.60 46.46 82.19 50.86 53.72 64.38 68.88 78.98 Movement LOS E E E E D D F D D E E E
d_A, Approach Delay [s/veh] 61.16 59.11 59.79 68.96
Approach LOS E E E E
d_I, Intersection Delay [s/veh] 63.48
Intersection LOS E
Intersection V/C 0.791
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 2.939 3.055 3.194 3.215 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 2.187 2.466 2.276 2.701 Bicycle LOS B B 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
2122
Agenda Item # 10.
Volume to Capacity (v/c): 0.523
Level Of Service: D
Delay (sec / veh): 35.8
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
2123
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] 62 1 89 5 3 12 63 1269 5 26 1847 63 Total 15-Minute Volume [veh/h] 16 0 22 1 1 3 16 317 1 7 462 16 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] 62 1 89 5 3 12 63 1269 5 26 1847 63 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 -2 0 0 0 -1 32 0 0 57 -12 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] 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
2124
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
2125
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 204.36 25.15 85.80 383.10 406.18 35.30 655.06 700.61 95th-Percentile Queue Length [veh/ln] 8.17 1.01 3.43 15.32 16.25 1.41 26.20 28.02 50th-Percentile Queue Length [ft/ln] 116.03 13.97 47.66 252.74 271.16 19.61 476.13 514.59 50th-Percentile Queue Length [veh/ln] 4.64 0.56 1.91 10.11 10.85 0.78 19.05 20.58 Critical Lane Group Yes No Yes No No No No Yes
Lane Group LOS D D D C C D D D
d, Delay for Lane Group [s/veh] 44.19 38.68 46.35 28.20 29.24 46.45 38.05 41.90 X, volume / capacity 0.35 0.04 0.17 0.51 0.51 0.07 0.80 0.80 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] 2.18 0.19 0.98 1.17 2.22 0.42 4.35 8.17 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] 42.01 38.49 45.37 27.03 27.03 46.03 33.70 33.73 c, Capacity [veh/h] 437 448 373 1625 852 347 1574 813
s, saturation flow rate [veh/h] 1525 1583 1781 3560 1866 1781 3560 1839 (v / s)_i Volume / Saturation Flow Rate 0.10 0.01 0.04 0.23 0.23 0.01 0.35 0.35 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
2126
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 44.19 44.19 44.19 38.68 38.68 38.68 46.35 28.55 29.24 46.45 39.28 41.90 Movement LOS D D D D D D D C C D D D
d_A, Approach Delay [s/veh] 44.19 38.68 29.39 39.46
Approach LOS D D C D
d_I, Intersection Delay [s/veh] 35.76
Intersection LOS D
Intersection V/C 0.523
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 1.850 1.749 3.156 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 1.810 1.593 2.295 2.624 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2127
Agenda Item # 10.
Volume to Capacity (v/c): 0.307
Level Of Service: F
Delay (sec / veh): 140.6
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] 10 0 30 1 0 0 40 1373 0 14 1641 21 Total 15-Minute Volume [veh/h] 3 0 8 0 0 0 10 343 0 4 410 5 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] 10 0 30 1 0 0 40 1373 0 14 1641 21 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 36 0 0 54 8
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] 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
2128
Agenda Item # 10.
Intersection LOS F
d_I, Intersection Delay [s/veh] 1.37
Approach LOS F F A A
d_A, Approach Delay [s/veh] 67.60 104.90 0.84 0.17
95th-Percentile Queue Length [ft/ln] 43.31 43.31 43.31 2.04 2.04 2.04 19.81 0.00 0.00 4.29 0.00 0.00 95th-Percentile Queue Length [veh/ln] 1.73 1.73 1.73 0.08 0.08 0.08 0.79 0.00 0.00 0.17 0.00 0.00 Movement LOS F F E F F C D A A C A A
d_M, Delay for Movement [s/veh] 140.57 475.06 43.27 104.90 460.10 18.45 29.74 0.00 0.00 19.78 0.00 0.00 V/C, Movement V/C Ratio 0.31 0.00 0.11 0.03 0.00 0.00 0.22 0.01 0.00 0.05 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
2129
Agenda Item # 10.
Volume to Capacity (v/c): 0.521
Level Of Service: D
Delay (sec / veh): 38.3
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
2130
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] 42 0 106 0 0 0 78 1346 0 6 1905 21 Total 15-Minute Volume [veh/h] 11 0 27 0 0 0 20 337 0 2 476 5 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] 42 0 106 0 0 0 78 1346 0 6 1905 21 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 42 0 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] 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
2131
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
2132
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 209.01 114.32 432.20 458.84 8.64 709.02 762.81 95th-Percentile Queue Length [veh/ln] 8.36 4.57 17.29 18.35 0.35 28.36 30.51 50th-Percentile Queue Length [ft/ln] 119.41 63.51 292.06 313.62 4.80 521.72 567.47 50th-Percentile Queue Length [veh/ln] 4.78 2.54 11.68 12.54 0.19 20.87 22.70 Critical Lane Group Yes Yes No No No No Yes
Lane Group LOS D D C C D D D
d, Delay for Lane Group [s/veh] 46.15 49.49 30.43 31.58 48.82 41.18 45.08 X, volume / capacity 0.34 0.20 0.54 0.54 0.02 0.81 0.81 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] 2.05 1.19 1.28 2.43 0.09 4.62 8.50 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] 44.09 48.29 29.15 29.15 48.73 36.57 36.58 c, Capacity [veh/h] 440 383 1635 859 348 1564 817
s, saturation flow rate [veh/h] 1639 1781 3560 1870 1781 3560 1860 (v / s)_i Volume / Saturation Flow Rate 0.09 0.04 0.25 0.25 0.00 0.36 0.36 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
2133
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 46.15 46.15 46.15 0.00 0.00 0.00 49.49 30.83 31.58 48.82 42.49 45.08 Movement LOS D D D D C C D D D
d_A, Approach Delay [s/veh] 46.15 0.00 31.85 42.54
Approach LOS D A C D
d_I, Intersection Delay [s/veh] 38.35
Intersection LOS D
Intersection V/C 0.521
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 1.840 1.742 3.176 3.158 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 1.804 1.560 2.343 2.622 Bicycle LOS A A B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - 8 - - - - - - - - - - - -
Ring 1 1 2 - - - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2134
Agenda Item # 10.
Volume to Capacity (v/c): 0.518
Level Of Service: D
Delay (sec / veh): 44.1
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
2135
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 15 276 14 151 88 1168 238 210 1864 30 Total 15-Minute Volume [veh/h] 5 2 4 69 4 38 22 292 60 53 466 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 15 276 14 151 88 1168 238 210 1864 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 16 24 17 37 5 27 30 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 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
2136
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
2137
Agenda Item # 10.
95th-Percentile Queue Length [ft/ln] 107.14 206.35 207.05 217.60 137.36 511.84 509.17 158.07 712.32 767.39 95th-Percentile Queue Length [veh/ln] 4.29 8.25 8.28 8.70 5.49 20.47 20.37 6.32 28.49 30.70 50th-Percentile Queue Length [ft/ln] 59.52 117.47 117.98 125.68 76.31 356.92 354.73 87.81 524.52 571.38 50th-Percentile Queue Length [veh/ln] 2.38 4.70 4.72 5.03 3.05 14.28 14.19 3.51 20.98 22.86 Critical Lane Group Yes No No Yes Yes No No No No Yes
Lane Group LOS F D D D D D D D D D
d, Delay for Lane Group [s/veh] 118.00 47.10 47.09 48.56 54.85 37.49 39.80 52.90 43.10 47.43 X, volume / capacity 0.67 0.32 0.32 0.37 0.27 0.65 0.65 0.31 0.82 0.82 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 1.84 1.83 2.60 2.06 2.21 4.52 1.20 5.10 9.41 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 45.27 45.27 45.96 52.79 35.28 35.28 51.70 37.99 38.02 c, Capacity [veh/h] 61 455 457 406 324 1469 707 676 1517 790 s, saturation flow rate [veh/h] 1721 1781 1789 1589 1781 3560 1712 3459 3560 1855 (v / s)_i Volume / Saturation Flow Rate 0.02 0.08 0.08 0.09 0.05 0.27 0.27 0.06 0.35 0.35 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
2138
Agenda Item # 10.
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh] 118.00 118.00 118.00 47.10 47.09 48.56 54.85 37.92 39.80 52.90 44.54 47.43 Movement LOS F F F D D D D D D D D D
d_A, Approach Delay [s/veh] 118.00 47.60 39.22 45.41
Approach LOS F D D D
d_I, Intersection Delay [s/veh] 44.11
Intersection LOS D
Intersection V/C 0.518
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 1.781 2.470 0.000 3.241 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 2.287 2.381 2.717 Bicycle LOS A B B B
Ring 4 - - - - - - - - - - - - - - - -
Ring 3 - - - - - - - - - - - - - - - -
Ring 2 5 6 - - - - - - - - - - - - - -
Ring 1 1 2 4 3 - - - - - - - - - - - -
Sequence
Version 2021 (SP 0-4)
Generated with
2139
Agenda Item # 10.