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HCM 2010 TWSC 15158 Future without Project AM <br />2: Collins Avenue & 186th Street 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 0.9 <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 1459 14 16 6 2063 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 1504 14 17 6 2127 14 <br /> <br />Major/Minor Minor2 Minor1 Major1 Major2 <br />Conflicting Flow All 2855 3772 1071 2482 3772 759 1579 2141 0 0 1125 1519 0 0 <br /> Stage 1 2181 2181 - 1584 1584 - - - - - - - - - <br /> Stage 2 674 1591 - 898 2188 - - - - - - - - - <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 18 4 186 32 4 300 208 106 - - 374 218 - - <br /> Stage 1 28 83 - 77 167 - - - - - - - - - <br /> Stage 2 374 166 - 272 83 - - - - - - - - - <br />Platoon blocked, %- - - - <br />Mov Cap-1 Maneuver 17 4 186 29 4 300 109 109 - - 304 304 - - <br />Mov Cap-2 Maneuver 17 4 - 29 4 - - - - - - - - - <br /> Stage 1 28 83 - 77 167 - - - - - - - - - <br /> Stage 2 353 166 - 249 83 - - - - - - - - - <br /> <br />Approach EB WB NB SB <br />HCM Control Delay, s 78.4 70.2 <br />HCM LOS F F <br /> <br />Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1 SBL SBT SBR <br />Capacity (veh/h) 109 - - 17 186 78 304 - - <br />HCM Lane V/C Ratio 0.332 - - 0.243 0.083 0.304 0.078 - - <br />HCM Control Delay (s) 53.7 - - 274.7 26.1 70.2 17.8 - - <br />HCM Lane LOS F - - F D F C - - <br />HCM 95th %tile Q(veh) 1 - - 1 0 1 0 - -