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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 />0.9 <br />Movement <br />EBL <br />EBT <br />EBR WBL <br />WBT <br />WBR <br />NBL NBT <br />NBR <br />SBL <br />SBT <br />BR <br />Lane Configurations <br />4, <br />4, <br />) W. <br />Vi <br />Tt <br />Traffic Vol, veh/h <br />1 <br />0 <br />38 2 <br />0 <br />13 <br />49 1494 <br />66 <br />25 <br />1450 <br />26 <br />Future Vol, veh/h <br />1 <br />0 <br />38 2 <br />0 <br />13 <br />49 1494 <br />66 <br />25 <br />1450 <br />26 <br />Conflicting Peds, #/hr <br />0 <br />0 <br />0 0 <br />0 <br />0 <br />0 0 <br />0 <br />0 <br />0 <br />0 <br />Sign Control <br />Stop <br />Stop <br />Stop Stop <br />Stop <br />Stop <br />Free Free <br />Free <br />Free <br />Free <br />Free <br />RT Channelized <br />None <br />None <br />- <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 />- <br />0 <br />- <br />Peak Hour Factor <br />98 <br />98 <br />98 98 <br />98 <br />98 <br />98 98 <br />98 <br />98 <br />98 <br />98 <br />Heavy Vehicles, % <br />2 <br />2 <br />2 2 <br />2 <br />2 <br />2 2 <br />2 <br />2 <br />2 <br />2 <br />Mvmt Flow <br />1 <br />0 <br />39 2 <br />0 <br />13 <br />50 1524 <br />67 <br />26 <br />1480 <br />27 <br />Major/Minor Minor2 <br />Minorl <br />Conflicting Flow All <br />2242 <br />3223 <br />740 2450 <br />3217 <br />796 <br />1507 0 <br />0 <br />1591 <br />0 <br />0 <br />Stage 1 <br />1532 <br />1532 <br />- 1658 <br />1658 <br />- <br />- - <br />- <br />- <br />- <br />- <br />Stage 2 <br />710 <br />1691 <br />. 792 <br />1559 <br />- <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 />- <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 />- <br />3.12 <br />- <br />- <br />Pot Cap-1 Maneuver <br />32 <br />9 <br />359 23 <br />10 <br />283 <br />440 <br />201 <br />Stage 1 <br />120 <br />177 <br />- 69 <br />153 <br />- <br />- <br />- <br />Stage 2 <br />365 <br />148 <br />- 339 <br />172 <br />- <br />- <br />- <br />Platoon blocked, % <br />- <br />- <br />- <br />- <br />Mov Cap-1 Maneuver <br />25 <br />7 <br />359 17 <br />8 <br />283 <br />440 <br />201 <br />Mov Cap-2 Maneuver <br />25 <br />7 <br />- 17 <br />8 <br />- <br />- <br />- <br />Stage 1 <br />106 <br />154 <br />61 <br />136 <br />Stage 2 <br />308 <br />131 <br />- 263 <br />150 <br />- <br />- - <br />- <br />- <br />- <br />- <br />Approach <br />EB <br />NB <br />HCM Control Delay, s <br />20.8 <br />51.8 <br />0.4 <br />0.4 <br />HCM LOS <br />C <br />F <br />Minor Lane/MajorMvmt <br />NBL <br />NBT NBREBLn1WBLnl <br />SBL SBT <br />SBR <br />- <br />Capacity (veh/h) <br />440 <br />- - <br />267 <br />92 <br />201 - <br />- <br />HCM Lane V/C Ratio <br />0,114 <br />0.149 <br />0.166 <br />0.127 <br />HCM Control Delay (s) <br />14.2 <br />20.8 <br />51.8 <br />25.5 <br />HCM Lane LOS <br />B <br />- - <br />C <br />F <br />D - <br />- <br />HCM 95th %tile Q(veh) <br />0.4 <br />0.5 <br />0.6 <br />0.4 <br />5:00 pm 01/23/2018 2021 NP - PM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Page 3 <br />2021 NP PM Fri Apr 27, 2018 12:57:39 Page 3-1 <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />2021 No Project Conditions <br />PM Peak Hour <br />-------------------------------------------------------------------------------- <br />Level Of Service Computation Report <br />ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) <br />Intersection #5 Fairview Street (NS) / West Civic Center Drive (EW) <br />Cycle (sec): 100 Critical Vol./Cap.(X): 0.651 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxx <br />Optimal Cycle: 33 Level Of Service: B <br />Street Name: Fairview Street west Civic Center Drive <br />Approach: North Bound South Bound East Bound West Bound <br />Movement: L - T - R L - T - R L - T - R L - T - R <br />------------I--------------- II--------------- II--------------- II ---------------I <br />Control: Protected Protected Split Phase Split Phase <br />Rights: Include Include Include Include <br />Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Y+R: 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 <br />Lanes: 1 0 2 1 0 1 0 2 1 0 0 1 0 0 1 1 1 0 0 1 <br />---------------------------II---------------II---------------II---------------I <br />Volume Module: <br />Base Vol: 10 1394 430 157 1332 1 1 3 4 469 2 193 <br />Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Initial Bse: 10 1394 430 157 1332 1 1 3 4 469 2 193 <br />User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />PHF Volume: 10 1394 430 157 1332 1 1 3 4 469 2 193 <br />Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 10 1394 430 157 1332 1 1 3 4 469 2 193 <br />PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Fin alVolume: 10 1394 430 157 1332 1 1 3 4 469 2 193 <br />---------------------------II---------------II---------------II--------------- <br />I <br />Saturation Flow Module: <br />Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 <br />Adjustment: 0.94 1.00 1.00 0.94 1.00 1.00 1,00 1.00 0.94 0.97 1.00 0.94 <br />Lanes: 1.00 2.29 0.71 1.00 2.99 0.01 0.25 0.75 1.00 1.99 0.01 1.00 <br />Final Sat.: 1598 3898 1202 1598 5096 4 425 1275 1598 3284 14 1598 <br />1--------------- II--------------- II--------------- II ---__--------I <br />Capacity Analysis Module: <br />Vol/Sat: 0.01 0.36 0.36 0.10 0.26 0.26 0.00 0.00 0.00 0.14 0.14 0.12 <br />Crit Moves: **** **** **** **** <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. 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