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HCM 6th TWSC <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />3: N Fairview Street <br />& W <br />12th Street <br />01126/2018 <br />Intersection <br />Int Delay, s/veh 0.2 <br />Movement EBL <br />EBR <br />NBL NBT SBT <br />SBR <br />Lane Configurations Y <br />Vi t+ t+ <br />r <br />Traffic Vol, veh/h 4 <br />14 <br />6 1580 1943 <br />2 <br />Future Vol, veh/h 4 <br />14 <br />6 1580 1943 <br />2 <br />Conflicting Peds, #/hr 0 <br />0 <br />0 0 0 <br />0 <br />Sign Control Stop <br />Stop <br />Free Free Free <br />Free <br />RT Channelized - <br />None <br />- None <br />None <br />Storage Length 0 <br />25 - <br />110 <br />Veh in Median Storage, # 1 <br />- 0 0 <br />- <br />Grade, % 0 <br />- <br />- 0 0 <br />- <br />Peak Hour Factor 96 <br />96 <br />96 96 96 <br />96 <br />Heavy Vehicles, % 2 <br />2 <br />2 2 2 <br />2 <br />Mvmt Flow 4 <br />15 <br />6 1646 2024 <br />2 - <br />Major/Minor Minot <br />Majorl Major2 <br />- <br />Conflicting Flow All 2859 <br />1012 <br />2026 0 - <br />0 <br />Stage 1 2024 <br />- <br />- - <br />- - <br />Stage 2 835 <br />- <br />- <br />Critical Hdwy 6.84 <br />6.94 <br />4.14 - - <br />- - <br />Critical Hdwy Stg 1 5.84 <br />- <br />- <br />Critical Hdwy Stg 2 5.84 <br />- <br />- <br />Follow-up Hdwy 3.52 <br />3.32 <br />2.22 - - <br />- <br />Pot Cap-1 Maneuver 13 <br />237 <br />276 <br />Stage 1 88 <br />- <br />- <br />Stage 2 386 <br />- <br />- <br />Platoon blocked, % <br />- - <br />- <br />Mov Cap-1 Maneuver 13 <br />237 <br />276 <br />Mov Cap-2 Maneuver 67 <br />- <br />- <br />Stage 1 86 <br />Stage 2 386 <br />- <br />- - - <br />- <br />Approach EB <br />NB 513 <br />NOR- <br />HCM Control Delay, s 32 <br />0.1 0 <br />- <br />HCM LOS D <br />Minor Lane/Major Mvmt <br />NBL <br />NBT EBLnl SBT <br />SBR <br />Capacity (veh/h) <br />276 <br />- 152 - <br />- - <br />HCM Lane V/C Ratio <br />0,023 <br />0,123 <br />HCM Control Delay (s) <br />18.3 <br />32 <br />- <br />HCM Lane LOS <br />C <br />- D - <br />- <br />HCM 95th %tile Q(veh) <br />0.1 <br />0.4 <br />5:00 pm 01/23/2018 2040 NP - AM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Page 2 <br />HCM 6th TWSC <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />4: N Fairview Street <br />& W 9th Street <br />01126/2018 <br />Intersection <br />Int Delay, s/veh 19.4 <br />Movement EBL <br />EBT <br />E <br />Lane Configurations <br />4, <br />4 <br />W. <br />Vi <br />Tt <br />?I <br />Traffic Vol, veh/h 6 <br />3 <br />52 3 1 <br />20 <br />30 1568 34 <br />61 <br />1887 <br />11 - <br />Future Vol, veh/h 6 <br />3 <br />52 3 1 <br />20 <br />30 1568 34 <br />61 <br />1887 <br />11 <br />Conflicting Peds, Whir 0 <br />0 <br />0 0 0 <br />0 <br />0 0 0 <br />0 <br />0 <br />0 _ <br />Sign Control Stop <br />Stop <br />Stop Stop Stop <br />Stop <br />Free Free Free <br />Free <br />Free <br />Free <br />RT Channelized <br />None <br />None <br />- None <br />- <br />None <br />Storage Length <br />55 <br />95 <br />145 <br />Veh in Median Storage, # - <br />0 <br />0 <br />0 <br />- <br />0 <br />- <br />Grade, % - <br />0 <br />- - 0 <br />- <br />- 0 - <br />- <br />0 <br />- <br />Peak Hour Factor 98 <br />98 <br />98 98 98 <br />98 <br />98 98 98 <br />98 <br />98 <br />98 <br />Heavy Vehicles, % 2 <br />2 <br />2 2 2 <br />2 <br />2 2 2 <br />2 <br />2 <br />2 <br />Mvmt Flow 6 <br />3 <br />53 3 1 <br />20 <br />31 1600 35 <br />62 <br />1926 <br />11 <br />Major/Minor Minot <br />Minorl <br />Majorl <br />M <br />Conflicting Flow All 2753 <br />3747 <br />963 2769 3741 <br />818 <br />1937 0 0 <br />1635 <br />0 <br />0 <br />Stage 2050 <br />2050 <br />- 1680 1680 <br />- <br />- - - <br />- <br />- <br />- <br />Stage 2 703 <br />1697 <br />- 1089 2061 <br />- <br />- <br />Critical Hdwy 6.99 <br />6.54 <br />6.94 6.99 6.54 <br />7.14 <br />4.14 - - <br />5.34 <br />- <br />- <br />Critical Hdwy Stg 1 6.54 <br />5.54 <br />- 7.34 5.54 <br />- <br />- <br />- <br />Critical Hdwy Stg 2 6.74 <br />5.54 <br />- 6.54 5.54 <br />- <br />- <br />- <br />Follow-up Hdwy 3.67 <br />4.02 <br />3.32 3.67 4.02 <br />3.92 <br />2.22 - - <br />3.12 <br />- <br />- <br />Pot Cap-1 Maneuver 14 <br />4 <br />256 14 4 <br />274 <br />300 <br />191 <br />Stage 1 56 <br />97 <br />- 67 150 <br />- <br />- <br />- <br />Stage 2 368 <br />147 <br />- 225 96 <br />- <br />- <br />- <br />Platoon blocked, % <br />- - <br />- <br />- <br />Mov Cap-1 Maneuver -6 <br />-2 <br />256 - 2 <br />274 <br />300 <br />191 <br />Mov Cap-2 Maneuver -6 <br />-2 <br />- - 2 <br />- <br />- <br />- <br />Stage 1 50 <br />65 <br />60 135 <br />Stage 2 303 <br />132 <br />- 115 65 <br />- <br />- - - <br />- <br />- <br />- <br />Approach EB <br />NB <br />SB <br />HCM Control Delay, $1126.8 <br />0.3 <br />1 <br />HCM LOS F <br />Minor Lane/Major Mvmt <br />NBL <br />NBT NBREBLn1WBLnl <br />SBL SBT SBR <br />Capacity (veh/h) <br />300 <br />23 <br />191 <br />HCM Lane V/C Ratio <br />0,102 <br />2.706 <br />0.326 <br />HCM Control Delay (s) <br />18.4 <br />$11263 <br />32.7 <br />HCM Lane LOS <br />C <br />- - F <br />- <br />D - - <br />HCM 95th %tile Q(veh) <br />0.3 <br />7.9 <br />1.3 <br />Notes <br />-: Volume exceeds capacity <br />$: Delay exceeds 300s <br />+: Computation Not Defined <br />*: All major volume in platoon <br />5:00 pm 01/23/2018 2040 NP - AM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Page 3 <br />