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HCM 7th TWSC <br />2: SR 906 & Guye Peak Lane/Driveway 06/09/2025 <br />PM Weekend Existing - February 2025 10:28 am 03/07/2025 Baseline Synchro 12 Report <br />Page 2 <br />Intersection <br />Int Delay, s/veh 0.8 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 0 0 2 11 0 14 1 244 22 8 248 6 <br />Future Vol, veh/h 0 0 2 11 0 14 1 244 22 8 248 6 <br />Conflicting Peds, #/hr 0 0 0 2 0 2 0 0 2 2 0 0 <br />Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free <br />RT Channelized - - None - - None - - None - - None <br />Storage Length - - - - - - - - - - - - <br />Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - <br />Grade, %- 0 - - 0 - - 0 - - 0 - <br />Peak Hour Factor 75 75 75 75 75 75 85 85 85 92 92 92 <br />Heavy Vehicles, % 0 0 0 0 0 0 2 2 2 2 2 2 <br />Mvmt Flow 0 0 3 15 0 19 1 287 26 9 270 7 <br />Major/Minor Minor2 Minor1 Major1 Major2 <br />Conflicting Flow All - 608 275 593 598 304 276 0 0 315 0 0 <br /> Stage 1 - 290 - 304 304 - - - - - - - <br /> Stage 2 - 317 - 289 293 - - - - - - - <br />Critical Hdwy - 6.5 6.2 7.1 6.5 6.2 4.12 - - 4.12 - - <br />Critical Hdwy Stg 1 - 5.5 - 6.1 5.5 - - - - - - - <br />Critical Hdwy Stg 2 - 5.5 - 6.1 5.5 - - - - - - - <br />Follow-up Hdwy - 4 3.3 3.5 4 3.3 2.218 - - 2.218 - - <br />Pot Cap-1 Maneuver 0 413 769 420 419 740 1287 - - 1245 - - <br /> Stage 1 0 676 - 709 666 - - - - - - - <br /> Stage 2 0 658 - 723 674 - - - - - - - <br />Platoon blocked, %- -- - <br />Mov Cap-1 Maneuver - 409 767 413 414 738 1287 - - 1243 - - <br />Mov Cap-2 Maneuver - 409 - 413 414 - - - - - - - <br /> Stage 1 - 670 - 708 664 - - - - - - - <br /> Stage 2 - 656 - 713 668 - - - - - - - <br />Approach EB WB NB SB <br />HCM Control Delay, s/v 9.71 11.99 0.03 0.24 <br />HCM LOS A B <br />Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR <br />Capacity (veh/h)1287 - - 767 548 1243 - - <br />HCM Lane V/C Ratio 0.001 - - 0.003 0.061 0.007 - - <br />HCM Control Delay (s/veh) 7.8 - - 9.7 12 7.9 - - <br />HCM Lane LOS A - - A B A - - <br />HCM 95th %tile Q(veh) 0 - - 0 0.2 0 - -