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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 />1.1 <br />Movement <br />BL NBT NBR <br />SBL <br />SBT <br />B <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 1729 <br />66 <br />25 <br />1665 <br />26 <br />_ <br />Future Vol, veh/h <br />1 <br />0 <br />38 2 <br />0 <br />13 <br />49 1729 <br />66 <br />25 <br />1665 <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 1764 <br />67 <br />26 <br />1699 <br />27 <br />Major/Minor Mini <br />Minorl <br />Majorl <br />Conflicting Flow All <br />2557 <br />3682 <br />850 2800 <br />3676 <br />916 <br />1726 0 <br />0 <br />1831 <br />0 <br />0 <br />Stage 1 <br />1751 <br />1751 <br />- 1898 <br />1898 <br />- <br />- - <br />- <br />- <br />- <br />- <br />Stage 2 <br />806 <br />1931 <br />. 902 <br />1778 <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 />19 <br />5 <br />304 13 <br />5 <br />236 <br />362 <br />152 <br />Stage 1 <br />87 <br />138 <br />- 46 <br />116 <br />- <br />- <br />- <br />Stage 2 <br />318 <br />112 <br />- 291 <br />134 <br />- <br />- <br />- <br />Platoon blocked, % <br />- <br />- <br />- <br />- <br />Mov Cap-1 Maneuver <br />14 <br />4 <br />304 9 <br />4 <br />236 <br />362 <br />152 <br />Mov Cap-2 Maneuver <br />14 <br />4 <br />- 9 <br />4 <br />- <br />- <br />- <br />Stage 1 <br />75 <br />114 <br />40 <br />100 <br />Stage 2 <br />259 <br />97 <br />- 210 <br />111 <br />- <br />- - <br />- <br />- <br />- <br />- <br />Approach <br />EB <br />WB <br />SB <br />- <br />HCM Control Delay, s <br />27.6 <br />96.2 <br />0.4 <br />0.5 <br />HCM LOS <br />D <br />F <br />Minor Lane/MajorMvmt <br />NBL <br />NBT NBREBLn1WBLnl <br />SBL SBT <br />SBR <br />- <br />Capacity (veh/h) <br />362 <br />- - <br />199 <br />54 <br />152 - <br />- <br />HCM Lane V/C Ratio <br />0,138 <br />0.2 <br />0.283 <br />0.168 <br />HCM Control Delay (s) <br />16.5 <br />27.6 <br />96.2 <br />33.4 <br />HCM Lane LOS <br />C <br />- - <br />D <br />F <br />D - <br />- <br />HCM 95th %tile Q(veh) <br />0.5 <br />0.7 <br />1 <br />0.6 <br />5:00 pm 01/23/2018 2040 NP - PM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Page 3 <br />2040 NP PM Thu Apr 26, 2018 17:37:00 Page 3-1 <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />2040 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): 0.705 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxx Optimal Cycle: 38 Level Of Service: C <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 />- <br />--------------------------II---------------II---------------II---------------I <br />Volume Module: <br />Base Vol: 10 1524 418 169 1533 1 1 3 4 545 2 233 <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 1524 418 169 1533 1 1 3 4 545 2 233 <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 1524 418 169 1533 1 1 3 4 545 2 233 <br />Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 10 1524 418 169 1533 1 1 3 4 545 2 233 <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 1524 418 169 1533 1 1 3 4 545 2 233 <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 2.35 0.65 1.00 2.99 0.01 0.25 0.75 1.00 1.99 0.01 1.00 <br />Final Sat.: 1598 4002 1098 1598 5097 3 425 1275 1598 3286 12 1598 <br />__-I--------------- II--------------- II--------------- II--------------- <br />I <br />Capacity Analysis Module: <br />Vol/Sat: 0.01 0.38 0.38 0.11 0.30 0.30 0.00 0.00 0.00 0.17 0.16 0.15 <br />Crit Moves: **** **** **** **** <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA <br />