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HCM 7th TWSC <br />2: SR 906 & Guye Peak Lane/Driveway 06/09/2025 <br />PM Weekday Future - February 2045 3:29 pm 05/16/2025 Baseline Synchro 12 Report <br />Page 2 <br />Intersection <br />Int Delay, s/veh 1.6 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 5 5 5 20 5 20 5 295 30 10 290 10 <br />Future Vol, veh/h 5 5 5 20 5 20 5 295 30 10 290 10 <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 7 7 27 7 27 6 360 37 12 345 12 <br />Major/Minor Minor2 Minor1 Major1 Major2 <br />Conflicting Flow All 750 784 351 763 771 378 357 0 0 396 0 0 <br /> Stage 1 375 375 - 390 390 - - - - - - - <br /> Stage 2 375 409 - 372 381 - - - - - - - <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 330 328 697 324 333 673 1213 - - 1151 - - <br /> Stage 1 650 621 - 638 611 - - - - - - - <br /> Stage 2 650 600 - 652 617 - - - - - - - <br />Platoon blocked, %- -- - <br />Mov Cap-1 Maneuver 305 321 697 308 327 673 1213 - - 1151 - - <br />Mov Cap-2 Maneuver 305 321 - 308 327 - - - - - - - <br /> Stage 1 642 613 - 634 607 - - - - - - - <br /> Stage 2 613 596 - 631 609 - - - - - - - <br />Approach EB WB NB SB <br />HCM Control Delay, s/v13.44 15.3 0.12 0.26 <br />HCM LOS B C <br />Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR <br />Capacity (veh/h)1213 - - 440 409 1151 - - <br />HCM Lane V/C Ratio 0.005 - - 0.03 0.147 0.01 - - <br />HCM Control Delay (s/veh) 8 - - 13.4 15.3 8.2 - - <br />HCM Lane LOS A - - B C A - - <br />HCM 95th %tile Q(veh) 0 - - 0.1 0.5 0 - -