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HCM 7th TWSC <br />2: SR 906 & Guye Peak Lane/Driveway 06/09/2025 <br />PM Weekday Existing - February 2025 8:26 am 03/07/2025 Baseline Synchro 12 Report <br />Page 2 <br />Intersection <br />Int Delay, s/veh 1 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 5 0 3 14 0 14 2 234 22 8 227 8 <br />Future Vol, veh/h 5 0 3 14 0 14 2 234 22 8 227 8 <br />Conflicting Peds, #/hr 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 <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 82 82 82 84 84 84 <br />Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 4 4 4 <br />Mvmt Flow 7 0 4 19 0 19 2 285 27 10 270 10 <br />Major/Minor Minor2 Minor1 Major1 Major2 <br />Conflicting Flow All 584 611 275 593 602 299 280 0 0 312 0 0 <br /> Stage 1 294 294 - 304 304 - - - - - - - <br /> Stage 2 290 317 - 289 299 - - - - - - - <br />Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.14 - - <br />Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - <br />Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - <br />Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.236 - - <br />Pot Cap-1 Maneuver 426 411 769 420 416 745 1294 - - 1237 - - <br /> Stage 1 719 673 - 710 667 - - - - - - - <br /> Stage 2 722 658 - 723 670 - - - - - - - <br />Platoon blocked, %- -- - <br />Mov Cap-1 Maneuver 410 407 769 413 411 745 1294 - - 1237 - - <br />Mov Cap-2 Maneuver 410 407 - 413 411 - - - - - - - <br /> Stage 1 712 667 - 708 665 - - - - - - - <br /> Stage 2 702 656 - 712 664 - - - - - - - <br />Approach EB WB NB SB <br />HCM Control Delay, s/v 9.71 12.28 0.06 0.26 <br />HCM LOS A B <br />Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR <br />Capacity (veh/h)1294 - - 769 532 1237 - - <br />HCM Lane V/C Ratio 0.002 - - 0.005 0.07 0.008 - - <br />HCM Control Delay (s/veh) 7.8 - - 9.7 12.3 7.9 - - <br />HCM Lane LOS A - - A B A - - <br />HCM 95th %tile Q(veh) 0 - - 0 0.2 0 - -