Laserfiche WebLink
HCM 2010 TWSC 15158 Future without Project AM <br />3: Collins Avenue & 188th Block 9/21/2015 <br />Varadero 9/21/2015 15158 Future without Project AM Synchro 9 Report <br />Page 1 <br />Intersection <br />Int Delay, s/veh 0.1 <br /> <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBU SBL SBT SBR <br />Vol, veh/h 0 0 2 1 0 3 0 1438 0 75 9 2033 17 <br />Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 0 <br />Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free <br />RT Channelized - - None - - None - - None - - - None <br />Storage Length - - - - - - - - - - 150 - - <br />Veh in Median Storage, # - 0 - - 0 - - 0 - - - 0 - <br />Grade, % - 0 - - 0 - - 0 - - - 0 - <br />Peak Hour Factor 98 98 98 98 98 98 98 98 98 92 98 98 98 <br />Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 2 <br />Mvmt Flow 0 0 2 1 0 3 0 1467 0 82 9 2074 17 <br /> <br />Major/Minor Minor2 Minor1 Major1 Major2 <br />Conflicting Flow All 2852 3732 1046 2478 3740 734 2092 0 0 1074 1467 0 0 <br /> Stage 1 2265 2265 - 1467 1467 - - - - - - - - <br /> Stage 2 587 1467 - 1011 2273 - - - - - - - - <br />Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.34 - - 5.64 5.34 - - <br />Critical Hdwy Stg 1 7.34 5.54 - 7.34 5.54 - - - - - - - - <br />Critical Hdwy Stg 2 6.74 5.54 - 6.74 5.54 - - - - - - - - <br />Follow-up Hdwy 3.82 4.02 3.92 3.82 4.02 3.92 3.12 - - 2.32 3.12 - - <br />Pot Cap-1 Maneuver 18 4 193 32 4 311 112 - - 400 231 - - <br /> Stage 1 25 75 - 93 190 - - - - - - - - <br /> Stage 2 422 190 - 231 75 - - - - - - - - <br />Platoon blocked, %- - - - <br />Mov Cap-1 Maneuver 18 4 193 32 4 311 112 - - 369 369 - - <br />Mov Cap-2 Maneuver 18 4 - 32 4 - - - - - - - - <br /> Stage 1 25 75 - 93 190 - - - - - - - - <br /> Stage 2 418 190 - 229 75 - - - - - - - - <br /> <br />Approach EB WB NB SB <br />HCM Control Delay, s 23.9 43.3 <br />HCM LOS C E <br /> <br />Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR <br />Capacity (veh/h) 112 - - 193 98 369 - - <br />HCM Lane V/C Ratio - - - 0.011 0.042 0.246 - - <br />HCM Control Delay (s) 0 - - 23.9 43.3 17.9 - - <br />HCM Lane LOS A - - C E C - - <br />HCM 95th %tile Q(veh) 0 - - 0 0 1 - -