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Appendix A Traffic Analysis Report
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06/16/2020
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75B - FAIRVIEW BRIDGE PROJECT CD
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Appendix A Traffic Analysis Report
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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 />04/26/2018 <br />Intersection <br />Int Delay, s/veh 0.1 <br />Movement i <br />EBR <br />NBL NBT SBT <br />SBR <br />Lane Configurations <br />r <br />ttt W. <br />Traffic Vol, veh/h 0 <br />18 <br />0 1438 1788 <br />8 <br />Future Vol, veh/h 0 <br />18 <br />0 1438 1788 <br />8 <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 <br />0 <br />- <br />Veh in Median Storage, # 1 <br />- <br />0 0 <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 0 <br />19 <br />0 1498 1863 <br />8 - <br />Major/Minor Mini <br />Majorl Major2 <br />- <br />Conflicting Flow All <br />936 <br />0 <br />0 <br />Stage 1 <br />- <br />- <br />- - <br />Stage 2 <br />- <br />Critical Hdwy - <br />7.14 <br />- - - <br />- - <br />Critical Hdwy Stg 1 <br />- <br />Critical Hdwy Stg 2 <br />- <br />Follow-up Hdwy - <br />3.92 <br />- - - <br />- <br />Pot Cap-1 Maneuver 0 <br />229 <br />0 <br />Stage 1 0 <br />- <br />0 <br />Stage 2 0 <br />- <br />0 <br />Platoon blocked, % <br />- - <br />- <br />Mov Cap-1 Maneuver - <br />229 <br />- <br />Mov Cap-2 Maneuver <br />Stage 1 <br />- <br />Stage 2 <br />Approach EB <br />NB SB <br />- <br />HCM Control Delay, s 22.1 <br />0 0 <br />- <br />HCM LOS C <br />Minor Lane/Major Mvmt <br />NBT <br />EBLnl SBT SBR <br />Capacity (veh/h) <br />229 <br />HCM Lane V/C Ratio <br />0,082 <br />HCM Control Delay (s) <br />22.1 <br />- <br />HCM Lane LOS <br />C <br />HCM 95th %tile Q(veh) <br />0.3 <br />5:00 pm 01/23/2018 2021 WP - 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 & W 9th Street <br />04/26/2018 <br />Intersection <br />Int Delay, s/veh <br />9.9 <br />Movement <br />Lane Configurations <br />4, <br />4 <br />W. <br />Vi tt'tl <br />Traffic Vol, veh/h <br />6 <br />3 <br />52 3 <br />1 <br />20 <br />30 1420 34 <br />61 1736 11 - <br />Future Vol, veh/h <br />6 <br />3 <br />52 3 <br />1 <br />20 <br />30 1420 34 <br />61 1736 11 <br />Conflicting Peds, Whir <br />0 <br />0 <br />0 0 <br />0 <br />0 <br />0 0 0 <br />0 0 0 _ <br />Sign Control <br />Stop <br />Stop <br />Stop Stop <br />Stop <br />Stop <br />Free Free Free <br />Free Free Free <br />RT Channelized <br />None <br />None <br />- None <br />- None <br />Storage Length <br />55 <br />95 <br />Veh in Median Storage, <br /># - <br />0 <br />0 <br />0 <br />- 0 <br />Grade, % <br />- <br />0 <br />- - <br />0 <br />- <br />- 0 - <br />- 0 - <br />Peak Hour Factor <br />98 <br />98 <br />98 98 <br />98 <br />98 <br />98 98 98 <br />98 98 98 <br />Heavy Vehicles, % <br />2 <br />2 <br />2 2 <br />2 <br />2 <br />2 2 2 <br />2 2 2 <br />Mvmt Flow <br />6 <br />3 <br />53 3 <br />1 <br />20 <br />31 1449 35 <br />62 1771 11 <br />Major/Minor Minor2 <br />Minorl <br />Majorl Major2 <br />Conflicting Flow All <br />2543 <br />3447 <br />891 2363 <br />3435 <br />742 <br />1782 0 0 <br />1484 0 0 <br />Stage <br />1901 <br />1901 <br />- 1529 <br />1529 <br />- <br />- - - <br />- - - <br />Stage 2 <br />642 <br />1546 <br />- 834 <br />1906 <br />- <br />- <br />Critical Hdwy <br />6.44 <br />6.54 <br />7.14 6.44 <br />6.54 <br />7.14 <br />5.34 - - <br />5.34 - - <br />Critical Hdwy Stg 1 <br />7.34 <br />5.54 <br />- 7.34 <br />5.54 <br />- <br />- <br />- <br />Critical Hdwy Stg 2 <br />6.74 <br />5.54 <br />- 6.74 <br />5.54 <br />- <br />- <br />- <br />Follow-up Hdwy <br />3.82 <br />4.02 <br />3.92 3.82 <br />4.02 <br />3.92 <br />3.12 - - <br />3.12 - - <br />Pot Cap-1 Maneuver <br />29 <br />7 <br />245 38 <br />7 <br />307 <br />161 <br />227 <br />Stage 1 <br />45 <br />116 <br />- 84 <br />178 <br />- <br />- <br />- <br />Stage 2 <br />391 <br />174 <br />- 298 <br />115 <br />- <br />- <br />- <br />Platoon blocked, % <br />- - <br />- - <br />Mov Cap-1 Maneuver <br />15 <br />4 <br />245 8 <br />4 <br />307 <br />161 <br />227 <br />Mov Cap-2 Maneuver <br />15 <br />4 <br />- 8 <br />4 <br />- <br />- <br />- <br />Stage 1 <br />36 <br />84 <br />68 <br />144 <br />Stage 2 <br />293 <br />140 <br />- 164 <br />84 <br />- <br />- - - <br />- - - <br />Approach <br />EB <br />WB <br />SB <br />HCM Control Delay, s$ 410.5 <br />232.5 <br />0.7 <br />0.9 <br />HCM LOS <br />F <br />F <br />Minor Lane/Major Mvmt <br />NBL <br />NBT NBREBLn1WBLnl <br />SBL SBT SBR <br />Capacity (veh/h) <br />161 <br />45 <br />35 <br />227 <br />HCM Lane V/C Ratio <br />0.19 <br />1.383 <br />0.7 <br />0.274 <br />HCM Control Delay (s) <br />32.5 <br />$ <br />410.5 <br />232.5 <br />26.7 <br />HCM Lane LOS <br />D <br />- - <br />F <br />F <br />D - - <br />HCM 95th %tile Q(veh) <br />0.7 <br />6 <br />2.4 <br />1.1 <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 2021 WP - AM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Page 3 <br />
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