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2040 NP AM Thu Apr 26, 2018 17:36:35 Page 2-1 <br />-------------------------------------------------------------------------------- <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />2040 No Project Conditions <br />AM Peak Hour <br />-------------------------------------------------------------------------------- <br />Level Of Service Computation Report <br />ICU 1(Loss as Cycle Length $) Method (Base Volume Alternative) <br />.......... <br />Intersection 11 Fairview Street (NS) / West 17th Street (EW) <br />.......*........*................ <br />Cycle (sec): Too Critical Vol./Cap.(X): 1.071 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxx <br />Optimal Cycle: 180 Level Of Service: xxF <br />................................................................................ <br />Street Name: Fairview Street West 17th Street <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 Protected Protected <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: 2 0 2 0 1 2 0 2 0 1 1 0 3 0 1 1 0 2 1 0 <br />---------------------------II---------------II---------------II---------------I <br />Volume Module: <br />Base Vol: 154 1230 187 755 1517 195 330 968 202 145 387 321 <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: 154 1230 187 755 1517 195 330 968 202 145 387 321 <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: 154 1230 187 755 1517 195 330 968 202 145 387 321 <br />Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 154 1230 187 755 1517 195 330 968 202 145 387 321 <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: 154 1230 167 755 1517 195 330 966 202 145 387 321 <br />--------------------------- II---------------II---------------II---------------I <br />Saturation Flow Module: <br />Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 <br />Adjustment: 0.88 1.00 0.94 0.88 1.00 0.94 0.94 1.00 0.94 0.94 1.00 0.94 <br />Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 1.00 3.00 1.00 1.00 2.00 1.00 <br />Final Sat.: 2992 3400 1598 2992 3400 1598 1598 5100 1598 1598 3400 1598 <br />------------ I---------------II---------------II---------------II---------------I <br />Capacity Analysis Module: <br />Vol/Sat: 0.05 0.36 0.12 0.25 0.45 0.12 0.21 0.19 0.13 0.09 0.11 0.20 <br />Crit Moves: **** **** **** **** <br />................................................................................ <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA <br />HCM 6th TWSC <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />2: N Fairview Street <br />& W 16th Street <br />01/26/2018 <br />Intersection <br />Int Delay, s/veh <br />1.5 <br />Movement <br />EBL <br />EBR <br />NBL NBT SBT <br />SBR <br />Lane Configurations <br />Y <br />Vi t+ t+ <br />pr <br />Traffic Vol, veh/h <br />9 <br />103 <br />1 1563 1866 <br />1 <br />- <br />Future Vol, veh/h <br />9 <br />103 <br />1 1563 1866 <br />1 <br />Conflicting Peds, #/hr <br />0 <br />0 <br />0 0 0 <br />0 <br />- <br />Sign Control <br />Stop <br />Stop <br />Free Free Free <br />Free <br />RT Channelized <br />- <br />None <br />- None <br />None <br />- <br />Storage Length <br />0 <br />50 - <br />65 <br />Veh in Median Storage, <br /># 2 <br />- 0 0 <br />- <br />- <br />Grade, % <br />0 <br />- <br />. 0 0 <br />- <br />Peak Hour Factor <br />91 <br />91 <br />91 91 91 <br />91 <br />Heavy Vehicles, % <br />2 <br />2 <br />2 2 2 <br />2 <br />Mvmt Flow <br />10 <br />113 <br />1 1718 2051 <br />1 <br />- <br />Major/Minor Minot <br />Majorl Major2 <br />- <br />Conflicting Flow All <br />2912 <br />1026 <br />2052 0 - <br />0 <br />Stage 1 <br />2051 <br />- <br />- - <br />- <br />- <br />Stage 2 <br />861 <br />- <br />- <br />Critical Hdwy <br />6.84 <br />6.94 <br />4.14 - - <br />- <br />- <br />Critical Hdwy Stg 1 <br />5.84 <br />- <br />- <br />Critical Hdwy Stg 2 <br />5.84 <br />- <br />- <br />Follow-up Hdwy <br />3.52 <br />3.32 <br />2.22 - - <br />- <br />Pot Cap-1 Maneuver <br />12 <br />232 <br />270 <br />Stage 1 <br />85 <br />- <br />- <br />Stage 2 <br />374 <br />- <br />- <br />Platoon blocked, % <br />- - <br />- <br />Mov Cap-1 Maneuver <br />12 <br />232 <br />270 <br />Mov Cap-2 Maneuver <br />78 <br />- <br />- <br />Stage 1 <br />85 <br />Stage 2 <br />374 <br />- <br />- - - <br />- <br />Approach <br />EB <br />NB 513 <br />- <br />HCM Control Delay, s <br />48.1 <br />0 0 <br />_ <br />HCM LOS <br />E <br />Minor Lane/MajorMvmt <br />NBL <br />NBTEBLnl SBT <br />SBR <br />- <br />Capacity (veh/h) <br />270 <br />- 200 - <br />- <br />- <br />HCM Lane V/C Ratio <br />0,004 <br />0,615 <br />HCM Control Delay (s) <br />18.4 <br />48.1 <br />- <br />HCM Lane LOS <br />C <br />- E - <br />- <br />HCM 95th %tile Q(veh) <br />0 <br />3.5 <br />i <br />5:00 pm 01/23/2018 2040 NP - AM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Page 1 <br />