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2021 WP AM Thu Apr 26, 2018 17:24:58 Page 2-1 <br />-------------------------------------------------------------------------------- <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />2021 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 />.......... <br />Intersection 11 Fairview Street (NS) / West 17th Street (EW) <br />.......*........*................ <br />Cycle (sec): Too Critical Vol./Cap.(X): 0.860 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxx <br />Optimal Cycle: 68 Level Of Service: xxD <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: 185 975 259 533 1238 120 211 1081 258 213 431 234 <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: 185 975 259 533 1238 120 211 1081 256 213 431 234 <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: 185 975 259 533 1238 120 211 1081 258 213 431 234 <br />Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 185 975 259 533 1238 120 211 1081 258 213 431 234 <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: 185 975 259 533 1238 120 211 1081 25e 213 431 234 <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: 0.06 0.29 0.16 0.18 0.36 0.08 0.13 0.21 0.16 0.13 0.13 0.15 <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 />04/26/2018 <br />Intersection <br />Int Delay, s/veh 2 <br />Movement EBL <br />EBR <br />NBL NBT SBT <br />SBR <br />Lane Configurations M <br />Vi ttt W. <br />Traffic Vol, veh/h 9 <br />103 <br />7 1411 171l <br />1 <br />- <br />Future Vol, veh/h 9 <br />103 <br />7 1411 1711 <br />1 <br />Conflicting Peds, Whir 0 <br />0 <br />0 0 0 <br />0 <br />- <br />Sign Control Stop <br />Stop <br />Free Free Free <br />Free <br />RT Channelized - <br />None <br />- None <br />None <br />- <br />Storage Length 0 <br />50 - <br />Veh in Median Storage, # 2 <br />- 0 0 <br />- <br />Grade, % 0 <br />- <br />. 0 0 <br />- <br />Peak Hour Factor 91 <br />91 <br />91 91 91 <br />91 <br />Heavy Vehicles, % 2 <br />2 <br />2 2 2 <br />2 <br />Mvmt Flow 10 <br />113 <br />8 1551 1880 <br />1 <br />- <br />Major/Minor Minot <br />Majorl Major2 <br />- <br />Conflicting Flow All 2517 <br />941 <br />1881 0 - <br />0 <br />Stage 1 1881 <br />- <br />- - <br />- <br />- <br />Stage 2 636 <br />- <br />- <br />Critical Hdwy 5.74 <br />7.14 <br />5.34 - - <br />- <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 />3.12 - - <br />- <br />Pot Cap-1 Maneuver 49 <br />227 <br />144 <br />Stage 1 68 <br />- <br />- <br />Stage 2 446 <br />- <br />- <br />Platoon blocked, % <br />- - <br />- <br />Mov Cap-1 Maneuver 46 <br />227 <br />144 <br />Mov Cap-2 Maneuver 61 <br />- <br />- <br />Stage 1 64 <br />Stage 2 446 <br />- <br />- - - <br />- <br />Approach EB <br />NB SB <br />HCM Control Delay, s 55.7 <br />0.2 0 <br />HCM LOS F <br />Minor Lane/MajorMvmt <br />NBL <br />NBTEBLnl SBT <br />SBR <br />- <br />Capacity (veh/h) <br />144 <br />186 <br />- <br />HCM Lane V/C Ratio <br />0,053 <br />0.662 <br />HCM Control Delay (s) <br />31.4 <br />55.7 <br />- <br />HCM Lane LOS <br />D <br />- F - <br />- <br />HCM 95th %tile Q(veh) <br />0.2 <br />3.9 <br />i <br />5:00 pm 01/23/2018 2021 WP - AM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Pagel <br />