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HCM 2010 TWSC 15158 Future with Project AM <br />2: Collins Avenue & 186th Street 10/30/2015 <br />Varadero 10/30/2015 15158 Future with Project AM Synchro 9 Report <br />Page 1 <br />Intersection <br />Int Delay, s/veh 0.9 <br /> <br />Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBU SBL SBT SBR <br />Vol, veh/h 4 0 15 7 0 16 2 33 1448 14 16 6 2100 14 <br />Conflicting Peds, #/hr 0 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 Free <br />RT Channelized - - None - - None - - - None - - - None <br />Storage Length 0 - 0 - - - - 150 - - - 220 - - <br />Veh in Median Storage, # - 0 - - 0 - - - 0 - - - 0 - <br />Grade, % - 0 - - 0 - - - 0 - - - 0 - <br />Peak Hour Factor 97 97 97 97 97 97 92 97 97 97 92 97 97 97 <br />Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 2 2 <br />Mvmt Flow 4 0 15 7 0 16 2 34 1493 14 17 6 2165 14 <br /> <br />Major/Minor Minor2 Minor1 Major1 Major2 <br />Conflicting Flow All 2889 3799 1090 2485 3799 754 1606 2179 0 0 1117 1507 0 0 <br /> Stage 1 2219 2219 - 1572 1572 - - - - - - - - - <br /> Stage 2 670 1580 - 913 2227 - - - - - - - - - <br />Critical Hdwy 6.44 6.54 7.14 6.44 6.54 7.14 5.64 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 2.32 3.12 - - 2.32 3.12 - - <br />Pot Cap-1 Maneuver 17 4 181 31 4 302 201 101 - - 378 221 - - <br /> Stage 1 27 80 - 79 169 - - - - - - - - - <br /> Stage 2 376 168 - 266 79 - - - - - - - - - <br />Platoon blocked, %- - - - <br />Mov Cap-1 Maneuver 16 4 181 28 4 302 104 104 - - 308 308 - - <br />Mov Cap-2 Maneuver 16 4 - 28 4 - - - - - - - - - <br /> Stage 1 27 80 - 79 169 - - - - - - - - - <br /> Stage 2 355 168 - 243 79 - - - - - - - - - <br /> <br />Approach EB WB NB SB <br />HCM Control Delay, s 83.2 72.5 <br />HCM LOS F F <br /> <br />Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR <br />Capacity (veh/h) 104 - - 16 181 76 308 - - <br />HCM Lane V/C Ratio 0.348 - - 0.258 0.085 0.312 0.077 - - <br />HCM Control Delay (s) 57.2 - - 295.3 26.7 72.5 17.7 - - <br />HCM Lane LOS F - - F D F C - - <br />HCM 95th %tile Q(veh) 1 - - 1 0 1 0 - -