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HCM 7th TWSC <br />4: SR 906 & Tanner Way/Driveway 06/09/2025 <br />PM Weekday Future - February 2045 3:29 pm 05/16/2025 Baseline Synchro 12 Report <br />Page 4 <br />Intersection <br />Int Delay, s/veh 3.9 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Vol, veh/h 40 5 30 5 5 10 20 95 5 5 70 45 <br />Future Vol, veh/h 40 5 30 5 5 10 20 95 5 5 70 45 <br />Conflicting Peds, #/hr 8 0 3 2 0 7 3 0 2 7 0 8 <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 79 79 79 94 94 94 <br />Heavy Vehicles, % 0 0 0 0 0 0 4 4 4 0 0 0 <br />Mvmt Flow 53 7 40 7 7 13 25 120 6 5 74 48 <br />Major/Minor Minor2 Minor1 Major1 Major2 <br />Conflicting Flow All 299 301 109 272 322 138 130 0 0 134 0 0 <br /> Stage 1 117 117 - 181 181 - - - - - - - <br /> Stage 2 182 184 - 91 141 - - - - - - - <br />Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.14 - - 4.1 - - <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 2.236 - - 2.2 - - <br />Pot Cap-1 Maneuver 657 615 950 684 599 915 1443 - - 1464 - - <br /> Stage 1 892 803 - 825 753 - - - - - - - <br /> Stage 2 824 751 - 921 784 - - - - - - - <br />Platoon blocked, %- -- - <br />Mov Cap-1 Maneuver 617 593 941 628 578 904 1433 - - 1455 - - <br />Mov Cap-2 Maneuver 617 593 - 628 578 - - - - - - - <br /> Stage 1 883 794 - 805 735 - - - - - - - <br /> Stage 2 784 733 - 869 776 - - - - - - - <br />Approach EB WB NB SB <br />HCM Control Delay, s/v10.87 10.17 1.26 0.31 <br />HCM LOS B B <br />Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR <br />Capacity (veh/h)297 - - 713 722 70 - - <br />HCM Lane V/C Ratio 0.018 - - 0.14 0.037 0.004 - - <br />HCM Control Delay (s/veh) 7.6 0 - 10.9 10.2 7.5 0 - <br />HCM Lane LOS A A - B B A A - <br />HCM 95th %tile Q(veh) 0.1 - - 0.5 0.1 0 - -