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ExAM Thu Apr 26, 2018 17:35:45 Page 2-1 <br />-------------------------------------------------------------------------------- <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />Existing 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): 0.835 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxx <br />Optimal Cycle: 60 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: 184 895 263 505 1137 ill 195 1104 258 218 441 223 <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: 184 895 263 505 1137 Ill 195 1104 256 218 441 223 <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: 184 895 263 505 1137 ill 195 1104 258 218 441 223 <br />Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 184 895 263 505 1137 ill 195 1104 258 218 441 223 <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: 184 895 263 505 1137 Ill 195 1104 25e 218 441 223 <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 0.26 0.16 0.17 0.33 0.07 0.12 0.22 0.16 0.14 0.13 0.14 <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 />01123/2018 <br />Intersection <br />Int Delay, s/veh 1.2 <br />Movement EBL <br />EBR <br />NBL NBT SBT <br />SBR <br />Lane Configurations Y <br />Vi t+ t+ <br />pr <br />Traffic Vol, veh/h 9 <br />103 <br />1 1334 1615 <br />1 <br />- <br />Future Vol, veh/h 9 <br />103 <br />1 1334 1615 <br />1 <br />Conflicting Peds, #/hr 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 />65 <br />Veh in Median Storage, # 2 <br />- 0 0 <br />- <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 />1 1466 1775 <br />1 <br />- <br />Major/Minor Minor2 <br />Major1 Major2 <br />- <br />Conflicting Flow All 2510 <br />888 <br />1776 0 - <br />0 <br />Stage 1 1775 <br />- <br />- - <br />- <br />- <br />Stage 2 735 <br />- <br />- <br />Critical Hdwy 6.84 <br />6.94 <br />4.14 - - <br />- <br />- <br />Critical Hdwy Stg 1 5.84 <br />- <br />- <br />Critical Hdwy Stg 2 5.84 <br />- <br />- <br />_ <br />Follow-up Hdwy 3.52 <br />3.32 <br />2.22 - - <br />- <br />Pot Cap-1 Maneuver 23 <br />287 <br />346 <br />i <br />Stage 1 121 <br />- <br />- <br />Stage 2 435 <br />- <br />- <br />Platoon blocked, % <br />- - <br />- <br />Mov Cap-1 Maneuver 23 <br />287 <br />346 <br />Mov Cap-2 Maneuver 111 <br />- <br />- <br />Stage 1 121 <br />Stage 2 435 <br />- <br />- - - <br />- <br />Approach EB <br />NB SIB <br />- <br />HCM Control Delay, s 31.6 <br />0 0 <br />- <br />HCM LOS D <br />Minor Lane/Major Mvmt <br />NBL <br />NBT EBLn1 SET <br />SBR <br />Capacity (veh/h) <br />346 <br />255 <br />HCM Lane V/C Ratio <br />0,003 <br />0,483 <br />HCM Control Delay (s) <br />15.4 <br />31.6 <br />- <br />HCM Lane LOS <br />C <br />- D - <br />- <br />HCM 95th %tile Q(veh) <br />0 <br />2.4 <br />5:00 pm 01/23/2018 Existing - AM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Page 1 <br />