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2040 WP AM Thu Apr 26, 2018 17:37:34 Page 2-1 <br />-------------------------------------------------------------------------------- <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />2040 With 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 />Intersection #1 Fairview Street (NS) / West 17th Street (EW) <br />Cycle (sec): 100 Critical Vol./Cap.(X): 1.031 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxx Optimal Cycle: 180 Level Of Service: F <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: 188 1357 238 665 1716 165 287 969 260 191 382 287 <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: 188 1357 238 665 1716 165 287 969 260 191 382 287 <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: 188 1357 238 665 1716 165 287 969 260 191 382 287 <br />Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 188 1357 238 665 1716 165 287 969 260 191 382 287 <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 />ELF 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: 188 1357 238 665 1716 165 267 969 260 191 382 287 <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 />_........... <br />I --------------- II--------------- II--------------- II--------------- <br />I <br />Capacity Analysis Module: <br />Vol/Sat: 0.06 0.40 0.15 0.22 0.50 0.10 0.18 0.19 0.16 0.12 0.11 0.18 <br />Crit Moves: **** **** **** **** <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 01/26/2018 <br />Intersection <br />Int Delay, s/veh 5.5 <br />Movement EBL <br />EBR <br />NBIJ NBL <br />NBT SBT SBR <br />Lane Configurations M <br />) <br />ttt W. <br />Traffic Vol, veh/h 9 <br />103 <br />6 1 <br />1775 2169 1 - <br />Future Vol, veh/h 9 <br />103 <br />6 1 <br />1775 2169 1 <br />Conflicting Peds, Whir 0 <br />0 <br />0 0 <br />0 0 0 - <br />Sign Control Stop <br />Stop <br />Free Free <br />Free Free Free <br />RT Channelized - <br />None <br />- <br />None None - <br />Storage Length 0 <br />50 <br />- <br />Veh in Median Storage, # 2 <br />- <br />0 0 - <br />Grade, % 0 <br />- <br />- . <br />0 0 - <br />Peak Hour Factor 91 <br />91 <br />92 91 <br />91 91 91 <br />Heavy Vehicles, % 2 <br />2 <br />2 2 <br />2 2 2 <br />Mvmt Flow 10 <br />113 <br />7 1 <br />1951 2384 1 - <br />Major/Minor Minot <br />Majorl <br />Major2 - <br />Conflicting Flow All 3181 <br />1193 <br />1741 2385 <br />0 - 0 <br />Stage 1 2385 <br />- <br />- - <br />- - - <br />Stage 2 796 <br />- <br />- <br />Critical Hdwy 5.74 <br />7.14 <br />5.64 5.34 <br />- - - - <br />Critical Hdwy Stg 1 6.64 <br />- <br />- - <br />Critical Hdwy Stg 2 6.04 <br />- <br />- - <br />Follow-up Hdwy 3.82 <br />3.92 <br />2.32 3.12 <br />- - - <br />Pot Cap-1 Maneuver 21 <br />154 <br />169 79 <br />Stage 1 32 <br />- <br />- - <br />Stage 2 367 <br />- <br />- - <br />Platoon blocked, % <br />- - - <br />Mov Cap-1 Maneuver 18 <br />154 <br />58 58 <br />Mov Cap-2 Maneuver 26 <br />- <br />- - <br />Stage 1 28 <br />- <br />Stage 2 367 <br />- <br />- - <br />- - - <br />Approach EB <br />NB <br />SB - <br />HCM Control Delay, s 195.6 <br />0.3 <br />0 - <br />HCM LOS F <br />Minor Lane/Major Mvmt <br />NBL <br />NBT EBLnl <br />SBT SBR - <br />Capacity (veh/h) <br />58 <br />110 <br />- <br />HCM Lane V/C Ratio <br />0,131 <br />1.119 <br />HCM Control Delay (s) <br />75.6 <br />195.6 <br />- <br />HCM Lane LOS <br />F <br />- F <br />- - <br />HCM 95th %tile Q(veh) <br />0.4 <br />7.7 <br />i <br />5:00 pm 01/23/2018 2040 WP - AM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Pagel <br />