EB WB NB SB EB WB NB SB E W N S
4:00 PM 0 0 2 1 0 0 0 0 2 14 0 0
4:15 PM 0 0 2 4 0 0 0 2 6 13 2 0
4:30 PM 0 0 2 2 0 0 0 0 7 3 1 0
4:45 PM 0 0 2 2 0 0 0 0 5 5 1 0
5:00 PM 0 0 1 1 0 0 0 0 6 17 1 0
5:15 PM 0 0 3 2 0 0 0 0 9 6 0 1
5:30 PM 0 0 2 0 0 0 0 1 10 15 0 1
5:45 PM 0 0 3 4 0 0 0 1 14 31 0 1
Count Total 0 0 17 16 0 0 0 4 59 104 5 3
Peak Hour 0 0 9 7 0 0 0 2 39 69 1 3
33 4 171
16 2 112
2 1 26
7 1 46
2 0 24
5 0 16
4 0 11
4 0 11
3 0 16
6 2 21
Interval
Start
Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) Total Total Total
Rolling
Hour
Total Eastbound Westbound Northbound Southbound
Interval
Start
n/a 8th Ln Linden Ave Linden Ave
15-min
Total
Garrett Strang
(415) 444-6376 [email protected]
www.idaxdata.com
Count Summaries - Heavy Vehicles
UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
4:00 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 3 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 4 0 6 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 4 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 4 17
5:00 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 16
5:15 PM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 2 0 5 15
5:30 PM 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 13
5:45 PM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 4 0 7 16
Count Total 0 0 0 0 0 0 0 0 0 0 17 0 0 0 16 0 33
Pk Hr Heavy 0 0 0 0 0 0 0 0 0 0 9 0 0 0 7 0 16
Count Summaries - Bikes
UT LT TH RT UT LT TH RT UT LT TH RT UT LT TH RT
4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0
4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2
5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1
5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2
Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4
Pk Hr Bike 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2
15-min
Total
Rolling
Hour
Total Eastbound Westbound Northbound Southbound
Rolling
Hour
Total Eastbound Westbound Northbound Southbound
Interval
Start
n/a 8th Ln Linden Ave Linden Ave
Interval
Start
n/a 8th Ln Linden Ave Linden Ave
15-min
Total
Garrett Strang
(415) 444-6376 [email protected]
Appendix B
LOS Calculations
HCM 7th AWSC 3. 2025 AM Peak Hour
1: Linden Avenue & Pine Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Intersection Delay, s/veh 8.4
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 18 37 8 21 20 20 6 112 37 20 117 11
Future Vol, veh/h 18 37 8 21 20 20 6 112 37 20 117 11
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 20 40 9 23 22 22 7 122 40 22 127 12
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 8.2 8.1 8.4 8.5
HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 4% 29% 34% 14%
Vol Thru, % 72% 59% 33% 79%
Vol Right, % 24% 13% 33% 7%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 155 63 61 148
LT Vol 6 18 21 20
Through Vol 112 37 20 117
RT Vol 37 8 20 11
Lane Flow Rate 168 68 66 161
Geometry Grp 1 1 1 1
Degree of Util (X) 0.201 0.09 0.085 0.197
Departure Headway (Hd) 4.295 4.73 4.625 4.417
Convergence, Y/N Yes Yes Yes Yes
Cap 837 758 775 814
Service Time 2.316 2.757 2.652 2.438
HCM Lane V/C Ratio 0.201 0.09 0.085 0.198
HCM Control Delay, s/veh 8.4 8.2 8.1 8.5
HCM Lane LOS A A A A
HCM 95th-tile Q 0.7 0.3 0.3 0.7
HCM 7th TWSC 3. 2025 AM Peak Hour
2: Cypress Avenue & Pine Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 1.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 64 0 0 42 8 6 11 5 0 0 0
Future Vol, veh/h 8 64 0 0 42 8 6 11 5 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 9 70 0 0 46 9 7 12 5 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 54 0 - - - 0 133 141 70
Stage 1 - - - - - - 87 87 -
Stage 2 - - - - - - 46 54 -
Critical Hdwy 4.12 - - - - - 6.42 6.52 6.22
Critical Hdwy Stg 1 - - - - - - 5.42 5.52 -
Critical Hdwy Stg 2 - - - - - - 5.42 5.52 -
Follow-up Hdwy 2.218 - - - - - 3.518 4.018 3.318
Pot Cap-1 Maneuver 1551 - 0 0 - - 861 750 993
Stage 1 - - 0 0 - - 936 823 -
Stage 2 - - 0 0 - - 977 850 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1551 - - - - - 856 0 993
Mov Cap-2 Maneuver - - - - - - 856 0 -
Stage 1 - - - - - - 931 0 -
Stage 2 - - - - - - 977 0 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0.81 0 9.05
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBT WBR
Capacity (veh/h) 914 200 - - -
HCM Lane V/C Ratio 0.026 0.006 - - -
HCM Ctrl Dly (s/v) 9 7.3 0 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0.1 0 - - -
HCM 7th AWSC 3. 2025 AM Peak Hour
3: California Avenue & Linden Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Intersection Delay, s/veh 8.3
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 18 33 7 5 31 8 5 118 8 6 135 13
Future Vol, veh/h 18 33 7 5 31 8 5 118 8 6 135 13
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 20 36 8 5 34 9 5 128 9 7 147 14
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 8.1 7.9 8.3 8.4
HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 4% 31% 11% 4%
Vol Thru, % 90% 57% 70% 88%
Vol Right, % 6% 12% 18% 8%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 131 58 44 154
LT Vol 5 18 5 6
Through Vol 118 33 31 135
RT Vol 8 7 8 13
Lane Flow Rate 142 63 48 167
Geometry Grp 1 1 1 1
Degree of Util (X) 0.172 0.082 0.061 0.2
Departure Headway (Hd) 4.347 4.671 4.615 4.308
Convergence, Y/N Yes Yes Yes Yes
Cap 827 769 777 835
Service Time 2.362 2.692 2.637 2.323
HCM Lane V/C Ratio 0.172 0.082 0.062 0.2
HCM Control Delay, s/veh 8.3 8.1 7.9 8.4
HCM Lane LOS A A A A
HCM 95th-tile Q 0.6 0.3 0.2 0.7
HCM 7th TWSC 3. 2025 AM Peak Hour
4: California Avenue & Cypress Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 2.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 7 53 0 0 24 1 7 8 7 0 0 0
Future Vol, veh/h 7 53 0 0 24 1 7 8 7 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 8 58 0 0 26 1 8 9 8 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 27 0 - - - 0 99 100 58
Stage 1 - - - - - - 73 73 -
Stage 2 - - - - - - 26 27 -
Critical Hdwy 4.12 - - - - - 6.42 6.52 6.22
Critical Hdwy Stg 1 - - - - - - 5.42 5.52 -
Critical Hdwy Stg 2 - - - - - - 5.42 5.52 -
Follow-up Hdwy 2.218 - - - - - 3.518 4.018 3.318
Pot Cap-1 Maneuver 1587 - 0 0 - - 900 790 1009
Stage 1 - - 0 0 - - 950 834 -
Stage 2 - - 0 0 - - 996 873 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1587 - - - - - 895 0 1009
Mov Cap-2 Maneuver - - - - - - 895 0 -
Stage 1 - - - - - - 945 0 -
Stage 2 - - - - - - 996 0 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0.85 0 8.89
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBT WBR
Capacity (veh/h) 949 210 - - -
HCM Lane V/C Ratio 0.025 0.005 - - -
HCM Ctrl Dly (s/v) 8.9 7.3 0 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0.1 0 - - -
HCM 7th AWSC 3. 2025 AM Peak Hour
5: Linden Avenue & Aspen Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Intersection Delay, s/veh 8.1
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 10 19 13 14 10 13 113 5 5 122 15
Future Vol, veh/h 20 10 19 13 14 10 13 113 5 5 122 15
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 22 11 21 14 15 11 14 123 5 5 133 16
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 7.8 7.8 8.2 8.2
HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 10% 41% 35% 4%
Vol Thru, % 86% 20% 38% 86%
Vol Right, % 4% 39% 27% 11%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 131 49 37 142
LT Vol 13 20 13 5
Through Vol 113 10 14 122
RT Vol 5 19 10 15
Lane Flow Rate 142 53 40 154
Geometry Grp 1 1 1 1
Degree of Util (X) 0.171 0.066 0.051 0.182
Departure Headway (Hd) 4.316 4.487 4.562 4.253
Convergence, Y/N Yes Yes Yes Yes
Cap 836 800 787 849
Service Time 2.319 2.504 2.579 2.256
HCM Lane V/C Ratio 0.17 0.066 0.051 0.181
HCM Control Delay, s/veh 8.2 7.8 7.8 8.2
HCM Lane LOS A A A A
HCM 95th-tile Q 0.6 0.2 0.2 0.7
HCM 7th TWSC 3. 2025 AM Peak Hour
6: Cypress Avenue & Aspen Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 1.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 11 0 22 27 0 0
Future Vol, veh/h 11 0 22 27 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 12 0 24 29 0 0
Major/Minor Minor2 Major1
Conflicting Flow All 77 - 0 0
Stage 1 0 - - -
Stage 2 77 - - -
Critical Hdwy 6.42 - 4.12 -
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 5.42 - - -
Follow-up Hdwy 3.518 - 2.218 -
Pot Cap-1 Maneuver 926 0 - -
Stage 1 - 0 - -
Stage 2 946 0 - -
Platoon blocked, % -
Mov Cap-1 Maneuver 926 - - -
Mov Cap-2 Maneuver 926 - - -
Stage 1 - - - -
Stage 2 946 - - -
Approach EB NB
HCM Ctrl Dly, s/v 8.94
HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1
Capacity (veh/h) - - 926
HCM Lane V/C Ratio - - 0.013
HCM Ctrl Dly (s/v) - - 8.9
HCM Lane LOS - - A
HCM 95th %tile Q(veh) - - 0
HCM 7th TWSC 3. 2025 AM Peak Hour
7: Airport Boulevard & Pine Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 1.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 40 29 26 167 455 24
Future Vol, veh/h 40 29 26 167 455 24
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 80 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 43 32 28 182 495 26
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 655 260 521 0 - 0
Stage 1 508 - - - - -
Stage 2 147 - - - - -
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver 399 738 1042 - - -
Stage 1 569 - - - - -
Stage 2 865 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 388 738 1042 - - -
Mov Cap-2 Maneuver 388 - - - - -
Stage 1 554 - - - - -
Stage 2 865 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 13.78 1.15 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1042 - 485 - -
HCM Lane V/C Ratio 0.027 - 0.155 - -
HCM Ctrl Dly (s/v) 8.6 - 13.8 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0.1 - 0.5 - -
HCM 7th TWSC 3. 2025 AM Peak Hour
8: California Avenue & Airport Boulevard 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 1.3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 38 22 12 155 471 13
Future Vol, veh/h 38 22 12 155 471 13
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 80 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 41 24 13 168 512 14
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 629 263 526 0 - 0
Stage 1 519 - - - - -
Stage 2 110 - - - - -
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver 414 735 1037 - - -
Stage 1 562 - - - - -
Stage 2 902 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 409 735 1037 - - -
Mov Cap-2 Maneuver 409 - - - - -
Stage 1 555 - - - - -
Stage 2 902 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 13.5 0.61 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1037 - 489 - -
HCM Lane V/C Ratio 0.013 - 0.133 - -
HCM Ctrl Dly (s/v) 8.5 - 13.5 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0 - 0.5 - -
HCM 7th TWSC 3. 2025 AM Peak Hour
9: Linden Avenue & 7th Lane 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 0.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 0 2 8 0 12 2 142 0 0 144 2
Future Vol, veh/h 1 0 2 8 0 12 2 142 0 0 144 2
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 1 0 2 9 0 13 2 154 0 0 157 2
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 316 316 158 315 317 154 159 0 - - - 0 Stage 1 158 158 - 159 159 - - - - - - -
Stage 2 159 159 - 157 159 - - - - - - -
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - - - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - - - - Pot Cap-1 Maneuver 636 600 888 637 599 892 1421 - 0 0 - - Stage 1 845 767 - 843 766 - - - 0 0 - -
Stage 2 843 766 - 846 766 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 626 599 888 635 598 892 1421 - - - - - Mov Cap-2 Maneuver 626 599 - 635 598 - - - - - - -
Stage 1 845 767 - 842 765 - - - - - - -
Stage 2 830 765 - 844 766 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.64 9.83 0.1 0
HCM LOS A A
Minor Lane/Major Mvmt NBL NBT EBLn1WBLn1 SBT SBR
Capacity (veh/h) 1421 - 779 767 - -
HCM Lane V/C Ratio 0.002 - 0.004 0.028 - -
HCM Ctrl Dly (s/v) 7.5 - 9.6 9.8 - -
HCM Lane LOS A - A A - -
HCM 95th %tile Q(veh) 0 - 0 0.1 - -
HCM 7th TWSC 3. 2025 AM Peak Hour
10: Linden Avenue & 8th Lane 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 0 0 0 0 131 19 6 148 0
Future Vol, veh/h 0 0 0 0 0 0 0 131 19 6 148 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 0 0 0 0 0 142 21 7 161 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 337 - - 0 0 163 0 0
Stage 1 - 174 - - - - - - -
Stage 2 - 163 - - - - - - -
Critical Hdwy - 6.52 - - - - 4.12 - -
Critical Hdwy Stg 1 - 5.52 - - - - - - -
Critical Hdwy Stg 2 - 5.52 - - - - - - -
Follow-up Hdwy - 4.018 - - - - 2.218 - -
Pot Cap-1 Maneuver 0 584 0 0 - - 1416 - 0
Stage 1 0 755 0 0 - - - - 0
Stage 2 0 763 0 0 - - - - 0
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 0 - - - - 1416 - -
Mov Cap-2 Maneuver - 0 - - - - - - -
Stage 1 - 0 - - - - - - -
Stage 2 - 0 - - - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 0 0 0.29
HCM LOS A
Minor Lane/Major Mvmt NBT NBR EBLn1 SBL SBT
Capacity (veh/h) - - - 70 -
HCM Lane V/C Ratio - - - 0.005 -
HCM Ctrl Dly (s/v) - - 0 7.6 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - - 0 -
HCM 7th AWSC 4. 2025 PM Peak Hour
1: Linden Avenue & Pine Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Intersection Delay, s/veh 9.2
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 11 24 5 18 28 39 19 175 26 20 186 9
Future Vol, veh/h 11 24 5 18 28 39 19 175 26 20 186 9
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 12 26 5 20 30 42 21 190 28 22 202 10
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 8.5 8.6 9.4 9.4
HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 9% 28% 21% 9%
Vol Thru, % 80% 60% 33% 87%
Vol Right, % 12% 13% 46% 4%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 220 40 85 215
LT Vol 19 11 18 20
Through Vol 175 24 28 186
RT Vol 26 5 39 9
Lane Flow Rate 239 43 92 234
Geometry Grp 1 1 1 1
Degree of Util (X) 0.297 0.062 0.124 0.294
Departure Headway (Hd) 4.476 5.108 4.826 4.526
Convergence, Y/N Yes Yes Yes Yes
Cap 801 699 741 792
Service Time 2.51 3.158 2.87 2.56
HCM Lane V/C Ratio 0.298 0.062 0.124 0.295
HCM Control Delay, s/veh 9.4 8.5 8.6 9.4
HCM Lane LOS A A A A
HCM 95th-tile Q 1.2 0.2 0.4 1.2
HCM 7th TWSC 4. 2025 PM Peak Hour
2: Cypress Avenue & Pine Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 7 51 0 0 71 21 3 13 8 0 0 0
Future Vol, veh/h 7 51 0 0 71 21 3 13 8 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 8 55 0 0 77 23 3 14 9 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 100 0 - - - 0 148 171 55
Stage 1 - - - - - - 71 71 -
Stage 2 - - - - - - 77 100 -
Critical Hdwy 4.12 - - - - - 6.42 6.52 6.22
Critical Hdwy Stg 1 - - - - - - 5.42 5.52 -
Critical Hdwy Stg 2 - - - - - - 5.42 5.52 -
Follow-up Hdwy 2.218 - - - - - 3.518 4.018 3.318
Pot Cap-1 Maneuver 1493 - 0 0 - - 844 722 1011
Stage 1 - - 0 0 - - 952 836 -
Stage 2 - - 0 0 - - 946 812 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1493 - - - - - 840 0 1011
Mov Cap-2 Maneuver - - - - - - 840 0 -
Stage 1 - - - - - - 947 0 -
Stage 2 - - - - - - 946 0 -
Approach EB WB NB
HCM Ctrl Dly, s/v 0.9 0 8.86
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBT WBR
Capacity (veh/h) 958 217 - - -
HCM Lane V/C Ratio 0.027 0.005 - - -
HCM Ctrl Dly (s/v) 8.9 7.4 0 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0.1 0 - - -
HCM 7th AWSC 4. 2025 PM Peak Hour
3: California Avenue & Linden Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Intersection Delay, s/veh 9.1
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 19 21 9 21 23 16 7 178 23 10 194 16
Future Vol, veh/h 19 21 9 21 23 16 7 178 23 10 194 16
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 21 23 10 23 25 17 8 193 25 11 211 17
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 8.5 8.5 9.2 9.3
HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 3% 39% 35% 5%
Vol Thru, % 86% 43% 38% 88%
Vol Right, % 11% 18% 27% 7%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 208 49 60 220
LT Vol 7 19 21 10
Through Vol 178 21 23 194
RT Vol 23 9 16 16
Lane Flow Rate 226 53 65 239
Geometry Grp 1 1 1 1
Degree of Util (X) 0.278 0.074 0.09 0.295
Departure Headway (Hd) 4.431 5.028 4.953 4.442
Convergence, Y/N Yes Yes Yes Yes
Cap 812 710 721 808
Service Time 2.46 3.072 2.996 2.469
HCM Lane V/C Ratio 0.278 0.075 0.09 0.296
HCM Control Delay, s/veh 9.2 8.5 8.5 9.3
HCM Lane LOS A A A A
HCM 95th-tile Q 1.1 0.2 0.3 1.2
HCM 7th TWSC 4. 2025 PM Peak Hour
4: California Avenue & Cypress Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 9 37 0 0 46 12 13 15 12 0 0 0
Future Vol, veh/h 9 37 0 0 46 12 13 15 12 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 10 40 0 0 50 13 14 16 13 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 63 0 - - - 0 110 123 40
Stage 1 - - - - - - 60 60 -
Stage 2 - - - - - - 50 63 -
Critical Hdwy 4.12 - - - - - 6.42 6.52 6.22
Critical Hdwy Stg 1 - - - - - - 5.42 5.52 -
Critical Hdwy Stg 2 - - - - - - 5.42 5.52 -
Follow-up Hdwy 2.218 - - - - - 3.518 4.018 3.318
Pot Cap-1 Maneuver 1540 - 0 0 - - 887 768 1031
Stage 1 - - 0 0 - - 963 845 -
Stage 2 - - 0 0 - - 972 842 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1540 - - - - - 882 0 1031
Mov Cap-2 Maneuver - - - - - - 882 0 -
Stage 1 - - - - - - 957 0 -
Stage 2 - - - - - - 972 0 -
Approach EB WB NB
HCM Ctrl Dly, s/v 1.44 0 8.98
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBT WBR
Capacity (veh/h) 947 352 - - -
HCM Lane V/C Ratio 0.046 0.006 - - -
HCM Ctrl Dly (s/v) 9 7.4 0 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0.1 0 - - -
HCM 7th AWSC 4. 2025 PM Peak Hour
5: Linden Avenue & Aspen Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Intersection Delay, s/veh 8.9
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 25 6 35 15 6 4 12 170 13 8 194 13
Future Vol, veh/h 25 6 35 15 6 4 12 170 13 8 194 13
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 27 7 38 16 7 4 13 185 14 9 211 14
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 8.2 8.3 9 9.1
HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 6% 38% 60% 4%
Vol Thru, % 87% 9% 24% 90%
Vol Right, % 7% 53% 16% 6%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 195 66 25 215
LT Vol 12 25 15 8
Through Vol 170 6 6 194
RT Vol 13 35 4 13
Lane Flow Rate 212 72 27 234
Geometry Grp 1 1 1 1
Degree of Util (X) 0.259 0.094 0.038 0.284
Departure Headway (Hd) 4.394 4.714 5.042 4.371
Convergence, Y/N Yes Yes Yes Yes
Cap 818 760 709 823
Service Time 2.416 2.746 3.079 2.393
HCM Lane V/C Ratio 0.259 0.095 0.038 0.284
HCM Control Delay, s/veh 9 8.2 8.3 9.1
HCM Lane LOS A A A A
HCM 95th-tile Q 1 0.3 0.1 1.2
HCM 7th TWSC 4. 2025 PM Peak Hour
6: Cypress Avenue & Aspen Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 2.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 19 0 20 40 0 0
Future Vol, veh/h 19 0 20 40 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 21 0 22 43 0 0
Major/Minor Minor2 Major1
Conflicting Flow All 87 - 0 0
Stage 1 0 - - -
Stage 2 87 - - -
Critical Hdwy 6.42 - 4.12 -
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 5.42 - - -
Follow-up Hdwy 3.518 - 2.218 -
Pot Cap-1 Maneuver 914 0 - -
Stage 1 - 0 - -
Stage 2 936 0 - -
Platoon blocked, % -
Mov Cap-1 Maneuver 914 - - -
Mov Cap-2 Maneuver 914 - - -
Stage 1 - - - -
Stage 2 936 - - -
Approach EB NB
HCM Ctrl Dly, s/v 9.03
HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1
Capacity (veh/h) - - 914
HCM Lane V/C Ratio - - 0.023
HCM Ctrl Dly (s/v) - - 9
HCM Lane LOS - - A
HCM 95th %tile Q(veh) - - 0.1
HCM 7th TWSC 4. 2025 PM Peak Hour
7: Airport Boulevard & Pine Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 1.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 23 36 55 294 321 37
Future Vol, veh/h 23 36 55 294 321 37
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 80 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 25 39 60 320 349 40
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 648 195 389 0 - 0
Stage 1 369 - - - - -
Stage 2 279 - - - - -
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver 403 814 1166 - - -
Stage 1 670 - - - - -
Stage 2 743 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 382 814 1166 - - -
Mov Cap-2 Maneuver 382 - - - - -
Stage 1 635 - - - - -
Stage 2 743 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 12.18 1.3 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1166 - 565 - -
HCM Lane V/C Ratio 0.051 - 0.113 - -
HCM Ctrl Dly (s/v) 8.3 - 12.2 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0.2 - 0.4 - -
HCM 7th TWSC 4. 2025 PM Peak Hour
8: California Avenue & Airport Boulevard 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 1.1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 21 28 34 328 333 24
Future Vol, veh/h 21 28 34 328 333 24
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 80 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 23 30 37 357 362 26
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 627 194 388 0 - 0
Stage 1 375 - - - - -
Stage 2 252 - - - - -
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver 416 815 1167 - - -
Stage 1 665 - - - - -
Stage 2 767 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 402 815 1167 - - -
Mov Cap-2 Maneuver 402 - - - - -
Stage 1 644 - - - - -
Stage 2 767 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 12.02 0.77 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1167 - 566 - -
HCM Lane V/C Ratio 0.032 - 0.094 - -
HCM Ctrl Dly (s/v) 8.2 - 12 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0.1 - 0.3 - -
HCM 7th TWSC 4. 2025 PM Peak Hour
9: Linden Avenue & 7th Lane 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 0.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 3 8 0 10 3 210 0 0 209 0
Future Vol, veh/h 0 0 3 8 0 10 3 210 0 0 209 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 3 9 0 11 3 228 0 0 227 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 462 462 227 462 462 228 227 0 - - - 0 Stage 1 227 227 - 235 235 - - - - - - -
Stage 2 235 235 - 227 227 - - - - - - -
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - - - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - - - - Pot Cap-1 Maneuver 510 497 812 510 497 811 1341 - 0 0 - 0 Stage 1 776 716 - 768 711 - - - 0 0 - 0
Stage 2 768 711 - 776 716 - - - 0 0 - 0
Platoon blocked, % - -
Mov Cap-1 Maneuver 502 495 812 507 495 811 1341 - - - - - Mov Cap-2 Maneuver 502 495 - 507 495 - - - - - - -
Stage 1 776 716 - 766 709 - - - - - - -
Stage 2 756 709 - 772 716 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.45 10.8 0.11 0
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT EBLn1WBLn1 SBT
Capacity (veh/h) 1341 - 812 640 -
HCM Lane V/C Ratio 0.002 - 0.004 0.031 -
HCM Ctrl Dly (s/v) 7.7 - 9.5 10.8 -
HCM Lane LOS A - A B -
HCM 95th %tile Q(veh) 0 - 0 0.1 -
HCM 7th TWSC 4. 2025 PM Peak Hour
10: Linden Avenue & 8th Lane 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 0 0 0 0 195 10 8 215 0
Future Vol, veh/h 0 0 0 0 0 0 0 195 10 8 215 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 0 0 0 0 0 212 11 9 234 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 463 474 234 - 0 0 223 0 0
Stage 1 251 251 - - - - - - -
Stage 2 212 223 - - - - - - -
Critical Hdwy 6.42 6.52 6.22 - - - 4.12 - -
Critical Hdwy Stg 1 5.42 5.52 - - - - - - -
Critical Hdwy Stg 2 5.42 5.52 - - - - - - -
Follow-up Hdwy 3.518 4.018 3.318 - - - 2.218 - -
Pot Cap-1 Maneuver 557 489 805 0 - - 1346 - 0
Stage 1 791 699 - 0 - - - - 0
Stage 2 823 719 - 0 - - - - 0
Platoon blocked, % - - -
Mov Cap-1 Maneuver 553 0 805 - - - 1346 - -
Mov Cap-2 Maneuver 553 0 - - - - - - -
Stage 1 791 0 - - - - - - -
Stage 2 817 0 - - - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 0 0 0.28
HCM LOS A
Minor Lane/Major Mvmt NBT NBR EBLn1 SBL SBT
Capacity (veh/h) - - - 65 -
HCM Lane V/C Ratio - - - 0.006 -
HCM Ctrl Dly (s/v) - - 0 7.7 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - - 0 -
HCM 7th AWSC 5. 2025 AM Diversion
1: Linden Avenue & Pine Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Intersection Delay, s/veh 8.1
Intersection LOS A
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 18 45 26 122 137 11
Future Vol, veh/h 18 45 26 122 137 11
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 20 49 28 133 149 12
Number of Lanes 1 0 0 1 1 0
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay, s/veh 7.6 8.3 8.2
HCM LOS A A A
Lane NBLn1 EBLn1 SBLn1
Vol Left, % 18% 29% 0%
Vol Thru, % 82% 0% 93%
Vol Right, % 0% 71% 7%
Sign Control Stop Stop Stop
Traffic Vol by Lane 148 63 148
LT Vol 26 18 0
Through Vol 122 0 137
RT Vol 0 45 11
Lane Flow Rate 161 68 161
Geometry Grp 1 1 1
Degree of Util (X) 0.188 0.081 0.185
Departure Headway (Hd) 4.212 4.265 4.132
Convergence, Y/N Yes Yes Yes
Cap 841 845 857
Service Time 2.289 2.265 2.212
HCM Lane V/C Ratio 0.191 0.08 0.188
HCM Control Delay, s/veh 8.3 7.6 8.2
HCM Lane LOS A A A
HCM 95th-tile Q 0.7 0.3 0.7
HCM 7th TWSC 5. 2025 AM Diversion
2: Cypress Avenue & Pine Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 6.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 8 7 0 0 22 18 43 11 42 0 0 0
Future Vol, veh/h 8 7 0 0 22 18 43 11 42 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 9 8 0 0 24 20 47 12 46 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 43 0 - - - 0 49 68 8
Stage 1 - - - - - - 25 25 -
Stage 2 - - - - - - 24 43 -
Critical Hdwy 4.12 - - - - - 6.42 6.52 6.22
Critical Hdwy Stg 1 - - - - - - 5.42 5.52 -
Critical Hdwy Stg 2 - - - - - - 5.42 5.52 -
Follow-up Hdwy 2.218 - - - - - 3.518 4.018 3.318
Pot Cap-1 Maneuver 1565 - 0 0 - - 960 822 1075
Stage 1 - - 0 0 - - 998 874 -
Stage 2 - - 0 0 - - 999 859 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1565 - - - - - 955 0 1075
Mov Cap-2 Maneuver - - - - - - 955 0 -
Stage 1 - - - - - - 992 0 -
Stage 2 - - - - - - 999 0 -
Approach EB WB NB
HCM Ctrl Dly, s/v 3.9 0 8.97
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBT WBR
Capacity (veh/h) 1011 960 - - -
HCM Lane V/C Ratio 0.103 0.006 - - -
HCM Ctrl Dly (s/v) 9 7.3 0 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0.3 0 - - -
HCM 7th AWSC 5. 2025 AM Diversion
3: California Avenue & Linden Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Intersection Delay, s/veh 8.6
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 18 33 7 15 31 8 5 81 45 63 125 13
Future Vol, veh/h 18 33 7 15 31 8 5 81 45 63 125 13
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 20 36 8 16 34 9 5 88 49 68 136 14
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 8.3 8.2 8.2 9
HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 4% 31% 28% 31%
Vol Thru, % 62% 57% 57% 62%
Vol Right, % 34% 12% 15% 6%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 131 58 54 201
LT Vol 5 18 15 63
Through Vol 81 33 31 125
RT Vol 45 7 8 13
Lane Flow Rate 142 63 59 218
Geometry Grp 1 1 1 1
Degree of Util (X) 0.169 0.084 0.078 0.267
Departure Headway (Hd) 4.268 4.802 4.785 4.403
Convergence, Y/N Yes Yes Yes Yes
Cap 842 746 749 817
Service Time 2.29 2.83 2.814 2.425
HCM Lane V/C Ratio 0.169 0.084 0.079 0.267
HCM Control Delay, s/veh 8.2 8.3 8.2 9
HCM Lane LOS A A A A
HCM 95th-tile Q 0.6 0.3 0.3 1.1
HCM 7th TWSC 5. 2025 AM Diversion
4: California Avenue & Cypress Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 3.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 81 73 0 0 34 1 7 8 7 0 0 0
Future Vol, veh/h 81 73 0 0 34 1 7 8 7 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 88 79 0 0 37 1 8 9 8 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 38 0 - - - 0 292 293 79
Stage 1 - - - - - - 255 255 -
Stage 2 - - - - - - 37 38 -
Critical Hdwy 4.12 - - - - - 6.42 6.52 6.22
Critical Hdwy Stg 1 - - - - - - 5.42 5.52 -
Critical Hdwy Stg 2 - - - - - - 5.42 5.52 -
Follow-up Hdwy 2.218 - - - - - 3.518 4.018 3.318
Pot Cap-1 Maneuver 1572 - 0 0 - - 698 618 981
Stage 1 - - 0 0 - - 787 696 -
Stage 2 - - 0 0 - - 986 863 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1572 - - - - - 658 0 981
Mov Cap-2 Maneuver - - - - - - 658 0 -
Stage 1 - - - - - - 741 0 -
Stage 2 - - - - - - 986 0 -
Approach EB WB NB
HCM Ctrl Dly, s/v 3.91 0 9.72
HCM LOS A
Minor Lane/Major Mvmt NBLn1 EBL EBT WBT WBR
Capacity (veh/h) 787 947 - - -
HCM Lane V/C Ratio 0.03 0.056 - - -
HCM Ctrl Dly (s/v) 9.7 7.4 0 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0.1 0.2 - - -
HCM 7th AWSC 5. 2025 AM Diversion
5: Linden Avenue & Aspen Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Intersection Delay, s/veh 8.1
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 20 10 19 13 14 20 13 103 5 5 122 15
Future Vol, veh/h 20 10 19 13 14 20 13 103 5 5 122 15
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 22 11 21 14 15 22 14 112 5 5 133 16
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 7.8 7.7 8.2 8.2
HCM LOS A A A A
Lane NBLn1 EBLn1 WBLn1 SBLn1
Vol Left, % 11% 41% 28% 4%
Vol Thru, % 85% 20% 30% 86%
Vol Right, % 4% 39% 43% 11%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 121 49 47 142
LT Vol 13 20 13 5
Through Vol 103 10 14 122
RT Vol 5 19 20 15
Lane Flow Rate 132 53 51 154
Geometry Grp 1 1 1 1
Degree of Util (X) 0.158 0.066 0.063 0.183
Departure Headway (Hd) 4.332 4.477 4.431 4.269
Convergence, Y/N Yes Yes Yes Yes
Cap 831 802 810 846
Service Time 2.344 2.494 2.448 2.269
HCM Lane V/C Ratio 0.159 0.066 0.063 0.182
HCM Control Delay, s/veh 8.2 7.8 7.7 8.2
HCM Lane LOS A A A A
HCM 95th-tile Q 0.6 0.2 0.2 0.7
HCM 7th TWSC 5. 2025 AM Diversion
6: Cypress Avenue & Aspen Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 1.4
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 11 0 32 27 0 0
Future Vol, veh/h 11 0 32 27 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 12 0 35 29 0 0
Major/Minor Minor2 Major1
Conflicting Flow All 99 - 0 0
Stage 1 0 - - -
Stage 2 99 - - -
Critical Hdwy 6.42 - 4.12 -
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 5.42 - - -
Follow-up Hdwy 3.518 - 2.218 -
Pot Cap-1 Maneuver 900 0 - -
Stage 1 - 0 - -
Stage 2 925 0 - -
Platoon blocked, % -
Mov Cap-1 Maneuver 900 - - -
Mov Cap-2 Maneuver 900 - - -
Stage 1 - - - -
Stage 2 925 - - -
Approach EB NB
HCM Ctrl Dly, s/v 9.05
HCM LOS A
Minor Lane/Major Mvmt NBL NBT EBLn1
Capacity (veh/h) - - 900
HCM Lane V/C Ratio - - 0.013
HCM Ctrl Dly (s/v) - - 9.1
HCM Lane LOS - - A
HCM 95th %tile Q(veh) - - 0
HCM 7th TWSC 5. 2025 AM Diversion
7: Airport Boulevard & Pine Avenue 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 1.2
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 30 19 26 177 465 14
Future Vol, veh/h 30 19 26 177 465 14
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 80 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 33 21 28 192 505 15
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 666 260 521 0 - 0
Stage 1 513 - - - - -
Stage 2 153 - - - - -
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver 393 738 1042 - - -
Stage 1 566 - - - - -
Stage 2 859 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 382 738 1042 - - -
Mov Cap-2 Maneuver 382 - - - - -
Stage 1 550 - - - - -
Stage 2 859 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 13.64 1.1 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1042 - 470 - -
HCM Lane V/C Ratio 0.027 - 0.113 - -
HCM Ctrl Dly (s/v) 8.6 - 13.6 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0.1 - 0.4 - -
HCM 7th TWSC 5. 2025 AM Diversion
8: California Avenue & Airport Boulevard 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 1.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 48 32 12 155 461 23
Future Vol, veh/h 48 32 12 155 461 23
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 80 - - -
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 52 35 13 168 501 25
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 624 263 526 0 - 0
Stage 1 514 - - - - -
Stage 2 110 - - - - -
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver 418 735 1037 - - -
Stage 1 565 - - - - -
Stage 2 902 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 412 735 1037 - - -
Mov Cap-2 Maneuver 412 - - - - -
Stage 1 558 - - - - -
Stage 2 902 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 13.71 0.61 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR
Capacity (veh/h) 1037 - 500 - -
HCM Lane V/C Ratio 0.013 - 0.174 - -
HCM Ctrl Dly (s/v) 8.5 - 13.7 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0 - 0.6 - -
HCM 7th TWSC 5. 2025 AM Diversion
9: Linden Avenue & 7th Lane 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 1.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 1 0 2 19 0 42 2 105 0 0 180 2
Future Vol, veh/h 1 0 2 19 0 42 2 105 0 0 180 2
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 1 0 2 21 0 46 2 114 0 0 196 2
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 315 315 197 314 316 114 198 0 - - - 0 Stage 1 197 197 - 118 118 - - - - - - -
Stage 2 118 118 - 196 198 - - - - - - -
Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - - - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - - - - Pot Cap-1 Maneuver 637 601 844 638 600 938 1375 - 0 0 - - Stage 1 805 738 - 886 798 - - - 0 0 - -
Stage 2 886 798 - 806 737 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 605 599 844 636 599 938 1375 - - - - - Mov Cap-2 Maneuver 605 599 - 636 599 - - - - - - -
Stage 1 805 738 - 885 796 - - - - - - -
Stage 2 841 796 - 804 737 - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.85 9.79 0.14 0
HCM LOS A A
Minor Lane/Major Mvmt NBL NBT EBLn1WBLn1 SBT SBR
Capacity (veh/h) 1375 - 746 817 - -
HCM Lane V/C Ratio 0.002 - 0.004 0.081 - -
HCM Ctrl Dly (s/v) 7.6 - 9.8 9.8 - -
HCM Lane LOS A - A A - -
HCM 95th %tile Q(veh) 0 - 0 0.3 - -
HCM 7th TWSC 5. 2025 AM Diversion
10: Linden Avenue & 8th Lane 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 0.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 0 0 0 0 121 19 6 148 0
Future Vol, veh/h 0 0 0 0 0 0 0 121 19 6 148 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 0 0 0 0 0 132 21 7 161 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 326 - - 0 0 152 0 0
Stage 1 - 174 - - - - - - -
Stage 2 - 152 - - - - - - -
Critical Hdwy - 6.52 - - - - 4.12 - -
Critical Hdwy Stg 1 - 5.52 - - - - - - -
Critical Hdwy Stg 2 - 5.52 - - - - - - -
Follow-up Hdwy - 4.018 - - - - 2.218 - -
Pot Cap-1 Maneuver 0 592 0 0 - - 1429 - 0
Stage 1 0 755 0 0 - - - - 0
Stage 2 0 771 0 0 - - - - 0
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 0 - - - - 1429 - -
Mov Cap-2 Maneuver - 0 - - - - - - -
Stage 1 - 0 - - - - - - -
Stage 2 - 0 - - - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 0 0 0.29
HCM LOS A
Minor Lane/Major Mvmt NBT NBR EBLn1 SBL SBT
Capacity (veh/h) - - - 70 -
HCM Lane V/C Ratio - - - 0.005 -
HCM Ctrl Dly (s/v) - - 0 7.5 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - - 0 -
HCM 7th TWSC 5. 2025 AM Diversion
11: 7th Lane & One-Way Lane 06/17/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 5.8
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 0 20 0 0 41
Future Vol, veh/h 0 0 20 0 0 41
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 0 22 0 0 45
Major/Minor Major2 Minor2
Conflicting Flow All - 0 - 22
Stage 1 - - - -
Stage 2 - - - -
Critical Hdwy - - - 6.22
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy - - - 3.318
Pot Cap-1 Maneuver - 0 0 1055
Stage 1 - 0 0 -
Stage 2 - 0 0 -
Platoon blocked, % -
Mov Cap-1 Maneuver - - - 1055
Mov Cap-2 Maneuver - - - -
Stage 1 - - - -
Stage 2 - - - -
Approach WB SB
HCM Ctrl Dly, s/v 0 8.56
HCM LOS A
Minor Lane/Major Mvmt WBT SBLn1
Capacity (veh/h) - 1055
HCM Lane V/C Ratio - 0.042
HCM Ctrl Dly (s/v) - 8.6
HCM Lane LOS - A
HCM 95th %tile Q(veh) - 0.1
HCM 7th AWSC 6. 2025 PM Diversion
1: Linden Avenue & Pine Avenue 08/07/2025
Linden Park Synchro 12 Report
Intersection
Intersection Delay, s/veh 9
Intersection LOS A
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 12 29 48 194 206 9
Future Vol, veh/h 12 29 48 194 206 9
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 13 32 52 211 224 10
Number of Lanes 1 0 0 1 1 0
Approach EB NB SB
Opposing Approach SB NB
Opposing Lanes 0 1 1
Conflicting Approach Left SB EB
Conflicting Lanes Left 1 1 0
Conflicting Approach Right NB EB
Conflicting Lanes Right 1 0 1
HCM Control Delay, s/veh 7.9 9.2 8.9
HCM LOS A A A
Lane NBLn1 EBLn1 SBLn1
Vol Left, % 20% 29% 0%
Vol Thru, % 80% 0% 96%
Vol Right, % 0% 71% 4%
Sign Control Stop Stop Stop
Traffic Vol by Lane 242 41 215
LT Vol 48 12 0
Through Vol 194 0 206
RT Vol 0 29 9
Lane Flow Rate 263 45 234
Geometry Grp 1 1 1
Degree of Util (X) 0.309 0.057 0.272
Departure Headway (Hd) 4.229 4.642 4.187
Convergence, Y/N Yes Yes Yes
Cap 836 776 844
Service Time 2.319 2.642 2.286
HCM Lane V/C Ratio 0.315 0.058 0.277
HCM Control Delay, s/veh 9.2 7.9 8.9
HCM Lane LOS A A A
HCM 95th-tile Q 1.3 0.2 1.1
HCM 7th TWSC 6. 2025 PM Diversion
2: Cypress Avenue & Pine Avenue 08/07/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 4.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 7 6 0 0 31 41 29 13 33 0 0 0
Future Vol, veh/h 7 6 0 0 31 41 29 13 33 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 8 7 0 0 34 45 32 14 36 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 78 0 - - - 0 55 100 7
Stage 1 - - - - - - 22 22 -
Stage 2 - - - - - - 34 78 -
Critical Hdwy 4.12 - - - - - 6.42 6.52 6.22
Critical Hdwy Stg 1 - - - - - - 5.42 5.52 -
Critical Hdwy Stg 2 - - - - - - 5.42 5.52 -
Follow-up Hdwy 2.218 - - - - - 3.518 4.018 3.318
Pot Cap-1 Maneuver 1520 - 0 0 - - 952 790 1076
Stage 1 - - 0 0 - - 1001 877 -
Stage 2 - - 0 0 - - 989 830 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1520 - - - - - 948 0 1076
Mov Cap-2 Maneuver - - - - - - 948 0 -
Stage 1 - - - - - - 996 0 -
Stage 2 - - - - - - 989 0 -
Approach EB WB NB
HCM Ctrl Dly, s/v 3.97 0 8.87
HCM LOS A
Minor Lane/Major MvmtNBLn1 EBL EBT WBT WBR
Capacity (veh/h) 1012 969 - - -
HCM Lane V/C Ratio 0.081 0.005 - - -
HCM Ctrl Dly (s/v) 8.9 7.4 0 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0.3 0 - - -
HCM 7th AWSC 6. 2025 PM Diversion
3: California Avenue & Linden Avenue 08/07/2025
Linden Park Synchro 12 Report
Intersection
Intersection Delay, s/veh 9.5
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 19 21 9 31 23 26 7 154 49 54 187 16
Future Vol, veh/h 19 21 9 31 23 26 7 154 49 54 187 16
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 21 23 10 34 25 28 8 167 53 59 203 17
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 8.7 8.8 9.3 10.1
HCM LOS A A A B
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 3% 39% 39% 21%
Vol Thru, % 73% 43% 29% 73%
Vol Right, % 23% 18% 33% 6%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 210 49 80 257
LT Vol 7 19 31 54
Through Vol 154 21 23 187
RT Vol 49 9 26 16
Lane Flow Rate 228 53 87 279
Geometry Grp 1 1 1 1
Degree of Util (X) 0.283 0.076 0.121 0.353
Departure Headway (Hd) 4.47 5.165 5.03 4.547
Convergence, Y/N Yes Yes Yes Yes
Cap 801 690 710 791
Service Time 2.507 3.225 3.085 2.581
HCM Lane V/C Ratio 0.285 0.077 0.123 0.353
HCM Control Delay, s/veh 9.3 8.7 8.8 10.1
HCM Lane LOS A A A B
HCM 95th-tile Q 1.2 0.2 0.4 1.6
HCM 7th TWSC 6. 2025 PM Diversion
4: California Avenue & Cypress Avenue 08/07/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 3.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 59 57 0 0 66 12 13 16 12 0 0 0
Future Vol, veh/h 59 57 0 0 66 12 13 16 12 0 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 64 62 0 0 72 13 14 17 13 0 0 0
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 85 0 - - - 0 262 275 62
Stage 1 - - - - - - 190 190 -
Stage 2 - - - - - - 72 85 -
Critical Hdwy 4.12 - - - - - 6.42 6.52 6.22
Critical Hdwy Stg 1 - - - - - - 5.42 5.52 -
Critical Hdwy Stg 2 - - - - - - 5.42 5.52 -
Follow-up Hdwy 2.218 - - - - - 3.518 4.018 3.318
Pot Cap-1 Maneuver 1512 - 0 0 - - 727 632 1003
Stage 1 - - 0 0 - - 842 743 -
Stage 2 - - 0 0 - - 951 825 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 1512 - - - - - 695 0 1003
Mov Cap-2 Maneuver - - - - - - 695 0 -
Stage 1 - - - - - - 805 0 -
Stage 2 - - - - - - 951 0 -
Approach EB WB NB
HCM Ctrl Dly, s/v 3.81 0 9.67
HCM LOS A
Minor Lane/Major MvmtNBLn1 EBL EBT WBT WBR
Capacity (veh/h) 815 916 - - -
HCM Lane V/C Ratio 0.055 0.042 - - -
HCM Ctrl Dly (s/v) 9.7 7.5 0 - -
HCM Lane LOS A A A - -
HCM 95th %tile Q(veh) 0.2 0.1 - - -
HCM 7th AWSC 6. 2025 PM Diversion
5: Linden Avenue & Aspen Avenue 08/07/2025
Linden Park Synchro 12 Report
Intersection
Intersection Delay, s/veh 8.9
Intersection LOS A
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 25 6 35 15 6 24 12 152 13 8 196 13
Future Vol, veh/h 25 6 35 15 6 24 12 152 13 8 196 13
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 27 7 38 16 7 26 13 165 14 9 213 14
Number of Lanes 0 1 0 0 1 0 0 1 0 0 1 0
Approach EB WB NB SB
Opposing Approach WB EB SB NB
Opposing Lanes 1 1 1 1
Conflicting Approach Left SB NB EB WB
Conflicting Lanes Left 1 1 1 1
Conflicting Approach Right NB SB WB EB
Conflicting Lanes Right 1 1 1 1
HCM Control Delay, s/veh 8.2 8.1 8.9 9.2
HCM LOS A A A A
Lane NBLn1 EBLn1WBLn1 SBLn1
Vol Left, % 7% 38% 33% 4%
Vol Thru, % 86% 9% 13% 90%
Vol Right, % 7% 53% 53% 6%
Sign Control Stop Stop Stop Stop
Traffic Vol by Lane 177 66 45 217
LT Vol 12 25 15 8
Through Vol 152 6 6 196
RT Vol 13 35 24 13
Lane Flow Rate 192 72 49 236
Geometry Grp 1 1 1 1
Degree of Util (X) 0.238 0.094 0.064 0.288
Departure Headway (Hd) 4.446 4.711 4.731 4.403
Convergence, Y/N Yes Yes Yes Yes
Cap 808 760 756 816
Service Time 2.47 2.745 2.768 2.427
HCM Lane V/C Ratio 0.238 0.095 0.065 0.289
HCM Control Delay, s/veh 8.9 8.2 8.1 9.2
HCM Lane LOS A A A A
HCM 95th-tile Q 0.9 0.3 0.2 1.2
HCM 7th TWSC 6. 2025 PM Diversion
6: Cypress Avenue & Aspen Avenue 08/07/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 1.8
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 19 0 40 40 0 0
Future Vol, veh/h 19 0 40 40 0 0
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - - - - -
Veh in Median Storage, #0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 21 0 43 43 0 0
Major/Minor Minor2 Major1
Conflicting Flow All 130 - 0 0
Stage 1 0 - - -
Stage 2 130 - - -
Critical Hdwy 6.42 - 4.12 -
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 5.42 - - -
Follow-up Hdwy 3.518 - 2.218 -
Pot Cap-1 Maneuver864 0 - -
Stage 1 - 0 - -
Stage 2 896 0 - -
Platoon blocked, % -
Mov Cap-1 Maneuver864 - - -
Mov Cap-2 Maneuver864 - - -
Stage 1 - - - -
Stage 2 896 - - -
Approach EB NB
HCM Ctrl Dly, s/v 9.27
HCM LOS A
Minor Lane/Major Mvmt NBL NBTEBLn1
Capacity (veh/h) - - 864
HCM Lane V/C Ratio - - 0.024
HCM Ctrl Dly (s/v) - - 9.3
HCM Lane LOS - - A
HCM 95th %tile Q(veh) - - 0.1
HCM 7th TWSC 6. 2025 PM Diversion
7: Airport Boulevard & Pine Avenue 08/07/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 1
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 13 26 35 304 321 37
Future Vol, veh/h 13 26 35 304 321 37
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 80 - - -
Veh in Median Storage, #0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 14 28 38 330 349 40
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 610 195 389 0 - 0
Stage 1 369 - - - - -
Stage 2 241 - - - - -
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver426 814 1166 - - -
Stage 1 670 - - - - -
Stage 2 776 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver412 814 1166 - - -
Mov Cap-2 Maneuver412 - - - - -
Stage 1 648 - - - - -
Stage 2 776 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 11.29 0.85 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 1166 - 614 - -
HCM Lane V/C Ratio 0.033 - 0.069 - -
HCM Ctrl Dly (s/v) 8.2 - 11.3 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0.1 - 0.2 - -
HCM 7th TWSC 6. 2025 PM Diversion
8: California Avenue & Airport Boulevard 08/07/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 1.7
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 31 38 54 308 323 24
Future Vol, veh/h 31 38 54 308 323 24
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Free Free
RT Channelized - None - None - None
Storage Length 0 - 80 - - -
Veh in Median Storage, #0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 34 41 59 335 351 26
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 649 189 377 0 - 0
Stage 1 364 - - - - -
Stage 2 285 - - - - -
Critical Hdwy 6.84 6.94 4.14 - - -
Critical Hdwy Stg 1 5.84 - - - - -
Critical Hdwy Stg 2 5.84 - - - - -
Follow-up Hdwy 3.52 3.32 2.22 - - -
Pot Cap-1 Maneuver403 821 1178 - - -
Stage 1 673 - - - - -
Stage 2 738 - - - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver382 821 1178 - - -
Mov Cap-2 Maneuver382 - - - - -
Stage 1 640 - - - - -
Stage 2 738 - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 12.71 1.23 0
HCM LOS B
Minor Lane/Major Mvmt NBL NBTEBLn1 SBT SBR
Capacity (veh/h) 1178 - 542 - -
HCM Lane V/C Ratio 0.05 - 0.138 - -
HCM Ctrl Dly (s/v) 8.2 - 12.7 - -
HCM Lane LOS A - B - -
HCM 95th %tile Q(veh) 0.2 - 0.5 - -
HCM 7th TWSC 6. 2025 PM Diversion
9: Linden Avenue & 7th Lane 08/07/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 3 17 0 47 3 196 0 0 238 0
Future Vol, veh/h 0 0 3 17 0 47 3 196 0 0 238 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - 0 - - - - - - - -
Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 3 18 0 51 3 213 0 0 259 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 478 478 259 478 - 213 259 0 - - - 0 Stage 1 259 259 - 220 - - - - - - - -
Stage 2 220 220 - 259 - - - - - - - -
Critical Hdwy 7.12 6.52 6.22 7.12 - 6.22 4.12 - - - - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 - - - - - - - -
Critical Hdwy Stg 2 6.12 5.52 - 6.12 - - - - - - - -
Follow-up Hdwy 3.518 4.018 3.318 3.518 - 3.318 2.218 - - - - - Pot Cap-1 Maneuver497 486 780 497 0 827 1306 - 0 0 - -
Stage 1 746 694 - 783 0 - - - 0 0 - -
Stage 2 783 721 - 746 0 - - - 0 0 - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver465 485 780 494 - 827 1306 - - - - -
Mov Cap-2 Maneuver465 485 - 494 - - - - - - - -
Stage 1 746 694 - 781 - - - - - - - -
Stage 2 732 719 - 743 - - - - - - - -
Approach EB WB NB SB
HCM Ctrl Dly, s/v 9.64 10.7 0.12 0
HCM LOS A B
Minor Lane/Major Mvmt NBL NBTEBLn1WBLn1 SBT SBR
Capacity (veh/h) 1306 - 780 701 - -
HCM Lane V/C Ratio 0.002 - 0.004 0.099 - -
HCM Ctrl Dly (s/v) 7.8 - 9.6 10.7 - -
HCM Lane LOS A - A B - -
HCM 95th %tile Q(veh) 0 - 0 0.3 - -
HCM 7th TWSC 6. 2025 PM Diversion
10: Linden Avenue & 8th Lane 08/07/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 0.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations
Traffic Vol, veh/h 0 0 0 0 0 0 0 177 10 8 217 0
Future Vol, veh/h 0 0 0 0 0 0 0 177 10 8 217 0
Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None
Storage Length - - - - - - - - - - - -
Veh in Median Storage, #- 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2
Mvmt Flow 0 0 0 0 0 0 0 192 11 9 236 0
Major/Minor Minor2 Major1 Major2
Conflicting Flow All 446 457 236 - 0 0 203 0 0
Stage 1 253 253 - - - - - - -
Stage 2 192 203 - - - - - - -
Critical Hdwy 6.42 6.52 6.22 - - - 4.12 - -
Critical Hdwy Stg 1 5.42 5.52 - - - - - - -
Critical Hdwy Stg 2 5.42 5.52 - - - - - - -
Follow-up Hdwy 3.518 4.018 3.318 - - - 2.218 - -
Pot Cap-1 Maneuver570 500 803 0 - - 1368 - 0
Stage 1 789 698 - 0 - - - - 0
Stage 2 840 733 - 0 - - - - 0
Platoon blocked, % - - -
Mov Cap-1 Maneuver566 0 803 - - - 1368 - -
Mov Cap-2 Maneuver566 0 - - - - - - -
Stage 1 789 0 - - - - - - -
Stage 2 834 0 - - - - - - -
Approach EB NB SB
HCM Ctrl Dly, s/v 0 0 0.27
HCM LOS A
Minor Lane/Major Mvmt NBT NBREBLn1 SBL SBT
Capacity (veh/h) - - - 64 -
HCM Lane V/C Ratio - - - 0.006 -
HCM Ctrl Dly (s/v) - - 0 7.6 0
HCM Lane LOS - - A A A
HCM 95th %tile Q(veh) - - - 0 -
HCM 7th TWSC 6. 2025 PM Diversion
11: 7th Lane & One-Way Lane 08/07/2025
Linden Park Synchro 12 Report
Intersection
Int Delay, s/veh 6.1
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 0 0 18 0 0 45
Future Vol, veh/h 0 0 18 0 0 45
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Stop Stop Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - - - - 0
Veh in Median Storage, #- 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 0 0 20 0 0 49
Major/Minor Major2 Minor2
Conflicting Flow All - 0 - 20
Stage 1 - - - -
Stage 2 - - - -
Critical Hdwy - - - 6.22
Critical Hdwy Stg 1 - - - -
Critical Hdwy Stg 2 - - - -
Follow-up Hdwy - - - 3.318
Pot Cap-1 Maneuver - 0 0 1058
Stage 1 - 0 0 -
Stage 2 - 0 0 -
Platoon blocked, % -
Mov Cap-1 Maneuver - - - 1058
Mov Cap-2 Maneuver - - - -
Stage 1 - - - -
Stage 2 - - - -
Approach WB SB
HCM Ctrl Dly, s/v 0 8.57
HCM LOS A
Minor Lane/Major Mvmt WBTSBLn1
Capacity (veh/h) - 1058
HCM Lane V/C Ratio - 0.046
HCM Ctrl Dly (s/v) - 8.6
HCM Lane LOS - A
HCM 95th %tile Q(veh) - 0.1