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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 />01/26/2018 <br />Intersection <br />Int Delay, s/veh <br />1.7 <br />Movement <br />EBL <br />EBT <br />EBR WBL WBT WEIR <br />NBL NBT NBR <br />SBL SBT <br />SB <br />Lane Configurations <br />4, <br />4, <br />) W. <br />Vi TTS• <br />Traffic Vol, veh/h <br />1 <br />0 <br />38 2 <br />0 13 <br />49 2015 <br />66 <br />25 1838 <br />26 <br />_ <br />Future Vol, veh/h <br />1 <br />0 <br />38 2 <br />0 13 <br />49 2015 <br />66 <br />25 1838 <br />26 <br />Conflicting Peds, #/hr <br />0 <br />0 <br />0 0 <br />0 0 <br />0 0 <br />0 <br />0 0 <br />0 <br />Sign Control <br />Stop <br />Stop <br />Stop Stop <br />Stop Stop <br />Free Free <br />Free <br />Free Free <br />Free <br />RT Channelized <br />None <br />None <br />- <br />None <br />- <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 />- 0 <br />- <br />- 0 <br />- <br />Peak Hour Factor <br />98 <br />98 <br />98 98 <br />98 98 <br />98 98 <br />98 <br />98 98 <br />98 <br />Heavy Vehicles, % <br />2 <br />2 <br />2 2 <br />2 2 <br />2 2 <br />2 <br />2 2 <br />2 <br />Mvmt Flow <br />1 <br />0 <br />39 2 <br />0 13 <br />50 2056 <br />67 <br />26 1876 <br />27 <br />Major/Minor Mini <br />Minorl <br />Majorl <br />Conflicting Flow All <br />2864 <br />4165 <br />952 2992 <br />4145 1062 <br />1903 0 <br />0 <br />2123 0 <br />0 <br />Stage 1 <br />1942 <br />1942 <br />- 2190 <br />2190 - <br />- - <br />- <br />- - <br />- <br />Stage 2 <br />922 <br />2223 <br />- 802 <br />1955 - <br />- <br />Critical Hdwy <br />6.44 <br />6.54 <br />7.14 6.44 <br />6.54 7.14 <br />5.34 - <br />- <br />5.34 - <br />- <br />Critical Hdwy Stg 1 <br />7.34 <br />5.54 <br />- 7.34 <br />5.54 - <br />- <br />- <br />Critical Hdwy Stg 2 <br />6.74 <br />5.54 <br />- 6.74 <br />5.54 - <br />- <br />- <br />Follow-up Hdwy <br />3.82 <br />4.02 <br />3.92 3.82 <br />4.02 3.92 <br />3.12 - <br />- <br />3.12 - <br />- <br />Pot Cap-1 Maneuver <br />18 <br />2 <br />223 15 <br />2 189 <br />140 <br />108 <br />Stage 1 <br />42 <br />110 <br />- 28 <br />82 - <br />- <br />- <br />Stage 2 <br />263 <br />79 <br />- 312 <br />109 - <br />- <br />- <br />Platoon blocked, % <br />- <br />- <br />- <br />- <br />Mov Cap-1 Maneuver <br />10 <br />1 <br />223 7 <br />1 189 <br />140 <br />108 <br />Mov Cap-2 Maneuver <br />10 <br />1 <br />- 7 <br />1 - <br />- <br />- <br />Stage 1 <br />27 <br />83 <br />18 <br />53 <br />Stage 2 <br />157 <br />51 <br />- 196 <br />83 - <br />- - <br />- <br />- - <br />- <br />Approach <br />EB <br />Nff- <br />NB <br />SB <br />- <br />HCM Control Delay, s <br />39.3 <br />133.5 <br />1 <br />0.6 <br />HCM LOS <br />E <br />F <br />Minor Lane/MajorMvmt <br />NBL <br />NBT NBREBLn1WBLnl <br />SBL SBT <br />SBR <br />- <br />Capacity (veh/h) <br />140 <br />144 42 <br />108 <br />HCM Lane V/C Ratio <br />0,357 <br />0.276 0.364 <br />0.236 <br />HCM Control Delay (s) <br />44.4 <br />39.3 133.5 <br />48.4 <br />HCM Lane LOS <br />E <br />- - <br />E F <br />E - <br />- <br />HCM 95th %tile Q(veh) <br />1.5 <br />1.1 1.3 <br />0.9 <br />5:00 pm 01/23/2018 2040 WP - PM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Page 3 <br />2040 WP PM Thu Apr 26, 2018 17:46:52 Page 3-1 <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />2040 With 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): 0.876 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxx Optimal Cycle: 75 Level Of Service: D <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 1817 343 246 1619 1 1 3 4 482 2 393 <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 1817 343 246 1619 1 1 3 4 482 2 393 <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 1817 343 246 1619 1 1 3 4 482 2 393 <br />Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 10 1817 343 246 1619 1 1 3 4 482 2 393 <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 />FinalVolume: 10 1817 343 246 1619 1 1 3 4 482 2 393 <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 2.52 0.48 1.00 2.99 0.01 0.25 0.75 1.00 1.99 0.01 1.00 <br />Final Sat.: 1598 4290 810 1598 5097 3 425 1275 1598 3284 14 1598 <br />_--------------- <br />II--------------- II--------------- II--------------- <br />I <br />Capacity Analysis Module: <br />Vol/Sat: 0.01 0.42 0.42 0.15 0.32 0.32 0.00 0.00 0.00 0.15 0.14 0.25 <br />Crit Moves: **** **** **** **** <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA <br />