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Appendix A Traffic Analysis Report
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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 0.2 <br />Movement EBL <br />EBR <br />NBL NBT <br />SBT <br />SBR <br />Lane Configurations Y <br />Vi t+ <br />t+ <br />r <br />Traffic Vol, veh/h 4 <br />14 <br />6 1391 <br />1735 <br />2 <br />Future Vol, veh/h 4 <br />14 <br />6 1391 <br />1735 <br />2 <br />Conflicting Peds, #/hr 0 <br />0 <br />0 0 <br />0 <br />0 <br />Sign Control Stop <br />Stop <br />Free Free <br />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 <br />0 <br />- <br />Grade, % 0 <br />- <br />- 0 <br />0 <br />- <br />Peak Hour Factor 96 <br />96 <br />96 96 <br />96 <br />96 <br />Heavy Vehicles, % 2 <br />2 <br />2 2 <br />2 <br />2 <br />Mvmt Flow 4 <br />15 <br />6 1449 <br />1807 <br />2 - <br />Major/Minor Minor2 <br />Majorl Major2 <br />- <br />Conflicting Flow All 2544 <br />904 <br />1809 0 <br />- <br />0 <br />Stage 1 1807 <br />- <br />- - <br />- - <br />Stage 2 737 <br />- <br />- <br />Critical Hdwy 6.84 <br />6.94 <br />4.14 - <br />- <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 />- <br />Pot Cap-1 Maneuver 22 <br />280 <br />336 <br />Stage 1 116 <br />- <br />- <br />Stage 2 434 <br />- <br />- <br />Platoon blocked, % <br />- <br />- <br />- <br />Mov Cap-1 Maneuver 22 <br />280 <br />336 <br />Mov Cap-2 Maneuver 89 <br />- <br />- <br />Stage 1 114 <br />Stage 2 434 <br />- <br />- - <br />- <br />- <br />Approach EB <br />NB <br />SB <br />- <br />HCM Control Delay, s 26 <br />0.1 <br />0 <br />- <br />HCM LOS D <br />Minor Lane/Major Mvmt <br />NBL <br />NBTEBLn1 <br />SBT <br />SBR <br />Capacity (veh/h) <br />336 <br />- 190 <br />- <br />- - <br />HCM Lane V/C Ratio <br />0,019 <br />0.099 <br />HCM Control Delay (s) <br />15.9 <br />26 <br />- <br />HCM Lane LOS <br />C <br />- D <br />- <br />- <br />HCM 95th %tile Q(veh) <br />0.1 <br />0.3 <br />i <br />5:00 pm 01/23/2018 2021 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 />04/26/2018 <br />Intersection <br />Int Delay, s/veh <br />8.9 <br />Movement <br />Lane Configurations <br />4, <br />4 <br />W. <br />Vi <br />Tt <br />Traffic Vol, veh/h <br />6 <br />3 <br />52 3 <br />1 <br />20 <br />30 1379 34 <br />61 <br />1679 <br />11 - <br />Future Vol, veh/h <br />6 <br />3 <br />52 3 <br />1 <br />20 <br />30 1379 34 <br />61 <br />1679 <br />11 <br />Conflicting Peds, Whir <br />0 <br />0 <br />0 0 <br />0 <br />0 <br />0 0 0 <br />0 <br />0 <br />0 _ <br />Sign Control <br />Stop <br />Stop <br />Stop Stop <br />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 /># - <br />0 <br />0 <br />0 <br />- <br />0 <br />- <br />Grade, % <br />- <br />0 <br />- - <br />0 <br />- <br />- 0 - <br />- <br />0 <br />- <br />Peak Hour Factor <br />98 <br />98 <br />98 98 <br />98 <br />98 <br />98 98 98 <br />98 <br />98 <br />98 <br />Heavy Vehicles, % <br />2 <br />2 <br />2 2 <br />2 <br />2 <br />2 2 2 <br />2 <br />2 <br />2 <br />Mvmt Flow <br />6 <br />3 <br />53 3 <br />1 <br />20 <br />31 1407 35 <br />62 <br />1713 <br />11 <br />Major/Minor Minor2 <br />Minorl <br />Majorl Major2 <br />Conflicting Flow All <br />2462 <br />3341 <br />857 2469 <br />3335 <br />721 <br />1724 0 0 <br />1442 <br />0 <br />0 <br />Stage <br />1837 <br />1837 <br />- 1487 <br />1487 <br />- <br />- - - <br />- <br />- <br />- <br />Stage 2 <br />625 <br />1504 <br />- 982 <br />1848 <br />- <br />- <br />Critical Hdwy <br />6.99 <br />6.54 <br />6.94 6.99 <br />6.54 <br />7.14 <br />4.14 - - <br />5.34 <br />- <br />- <br />Critical Hdwy Stg 1 <br />6.54 <br />5.54 <br />- 7.34 <br />5.54 <br />- <br />- <br />- <br />Critical Hdwy Stg 2 <br />6.74 <br />5.54 <br />- 6.54 <br />5.54 <br />- <br />- <br />- <br />Follow-up Hdwy <br />3.67 <br />4.02 <br />3.32 3.67 <br />4.02 <br />3.92 <br />2.22 - - <br />3.12 <br />- <br />- <br />Pot Cap-1 Maneuver <br />22 <br />8 <br />301 22 <br />8 <br />317 <br />363 <br />238 <br />Stage 1 <br />77 <br />125 <br />- 92 <br />186 <br />- <br />- <br />- <br />Stage 2 <br />412 <br />183 <br />- 261 <br />123 <br />- <br />- <br />- <br />Platoon blocked, % <br />- - <br />- <br />- <br />Mov Cap-1 Maneuver <br />13 <br />5 <br />301 7 <br />5 <br />317 <br />363 <br />238 <br />Mov Cap-2 Maneuver <br />13 <br />5 <br />- 7 <br />5 <br />- <br />- <br />- <br />Stage 1 <br />70 <br />92 <br />84 <br />170 <br />Stage 2 <br />350 <br />167 <br />- 154 <br />91 <br />- <br />- - - <br />- <br />- <br />- <br />Approach <br />EB <br />WB <br />- - <br />- <br />SB <br />HCM Control Delay, s$ 353.1 <br />232.5 <br />0.3 <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 />363 <br />- - <br />49 <br />35 <br />238 - - <br />HCM Lane V/C Ratio <br />0,084 <br />1.27 <br />0.7 <br />0.262 <br />HCM Control Delay (s) <br />15.8 <br />4353.1 <br />232.5 <br />25.4 <br />HCM Lane LOS <br />C <br />- - <br />F <br />F <br />D - - <br />HCM 95th %tile Q(veh) <br />0.3 <br />5.7 <br />2.4 <br />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 NP - AM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Page 3 <br />
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