Intersection
Int Delay, s/veh 0.6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 67 0 1074 1549 47
Future Vol, veh/h 0 67 0 1074 1549 47
Conflicting Peds, #/hr 0 00000
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 22222
Mvmt Flow 0 73 0 1167 1684 51
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 868 - 0 - 0
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 7.14 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.92 ----
Pot Cap-1 Maneuver 0 254 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 254 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s 24.8 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 254 - -
HCM Lane V/C Ratio - 0.287 - -
HCM Control Delay (s) - 24.8 - -
HCM Lane LOS - C - -
HCM 95th %tile Q(veh) - 1.1 - -
HCM 6th TWSC
5: Las Posas Road & Proj Dwy 05/16/2022
Las Posas Gas Station Dwy 5:00 pm 02/26/2021 2050 + Proj DWY PM Synchro 10 Report
Intersection
Int Delay, s/veh 0.5
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 74 0 1909 1493 76
Future Vol, veh/h 0 74 0 1909 1493 76
Conflicting Peds, #/hr 0 00000
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 22222
Mvmt Flow 0 80 0 2075 1623 83
Major/Minor Minor2 Major1 Major2
Conflicting Flow All - 853 - 0 - 0
Stage 1 - -----
Stage 2 - -----
Critical Hdwy - 7.14 ----
Critical Hdwy Stg 1 - -----
Critical Hdwy Stg 2 - -----
Follow-up Hdwy - 3.92 ----
Pot Cap-1 Maneuver 0 260 0 - - -
Stage 1 0 - 0 - - -
Stage 2 0 - 0 - - -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - 260 ----
Mov Cap-2 Maneuver - -----
Stage 1 - -----
Stage 2 - -----
Approach EB NB SB
HCM Control Delay, s 24.9 0 0
HCM LOS C
Minor Lane/Major Mvmt NBT EBLn1 SBT SBR
Capacity (veh/h) - 260 - -
HCM Lane V/C Ratio - 0.309 - -
HCM Control Delay (s) - 24.9 - -
HCM Lane LOS - C - -
HCM 95th %tile Q(veh) - 1.3 - -