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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 />04/26/2018 <br />Intersection <br />Int Delay, s/veh <br />1.1 <br />Movement <br />BL NBT NBR <br />SBL SBT <br />313K <br />Lane Configurations <br />4, <br />4 <br />W. <br />Vi TTS• <br />Traffic Vol, veh/h <br />1 <br />0 <br />38 2 <br />0 <br />13 <br />49 1545 <br />66 <br />25 1483 <br />26 <br />Future Vol, veh/h <br />1 <br />0 <br />38 2 <br />0 <br />13 <br />49 1545 <br />66 <br />25 1483 <br />26 <br />Conflicting Peds, #/hr <br />0 <br />0 <br />0 0 <br />0 <br />0 <br />0 0 <br />0 <br />0 0 <br />0 <br />Sign Control <br />Stop <br />Stop <br />Stop Stop <br />Stop <br />Stop <br />Free Free <br />Free <br />Free Free <br />Free <br />RT Channelized <br />None <br />None <br />- <br />None <br />- <br />None <br />Storage Length <br />55 <br />95 <br />Veh in Median Storage, <br /># - <br />0 <br />0 <br />0 <br />- 0 <br />Grade, % <br />- <br />0 <br />- - <br />0 <br />- <br />- 0 <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 98 <br />98 <br />Heavy Vehicles, % <br />2 <br />2 <br />2 2 <br />2 <br />2 <br />2 2 <br />2 <br />2 2 <br />2 <br />Mvmt Flow <br />1 <br />0 <br />39 2 <br />0 <br />13 <br />50 1577 <br />67 <br />26 1513 <br />27 <br />Major/Minor Mini <br />Minorl <br />Majorl <br />tii <br />Conflicting Flow All <br />2310 <br />3323 <br />770 2368 <br />3303 <br />822 <br />1540 0 <br />0 <br />1644 0 <br />0 <br />Stage 1 <br />1579 <br />1579 <br />- 1711 <br />1711 <br />- <br />- - <br />- <br />- - <br />- <br />Stage 2 <br />731 <br />1744 <br />. 657 <br />1592 <br />- <br />- - <br />- <br />- - <br />- <br />Critical Hdwy <br />6.44 <br />6.54 <br />7.14 6.44 <br />6.54 <br />7.14 <br />5.34 - <br />- <br />5.34 - <br />- <br />Critical Hdwy Stg 1 <br />7.34 <br />5.54 <br />- 7.34 <br />5.54 <br />- <br />- <br />- <br />Critical Hdwy Stg 2 <br />6.74 <br />5.54 <br />- 6.74 <br />5.54 <br />- <br />- <br />- <br />Follow-up Hdwy <br />3.82 <br />4.02 <br />3.92 3.82 <br />4.02 <br />3.92 <br />3.12 - <br />- <br />3.12 - <br />- <br />Pot Cap-1 Maneuver <br />41 <br />8 <br />295 37 <br />8 <br />272 <br />213 <br />189 <br />Stage 1 <br />78 <br />168 <br />- 62 <br />144 <br />- <br />- <br />- <br />Stage 2 <br />345 <br />139 <br />- 383 <br />165 <br />- <br />- <br />- <br />Platoon blocked, % <br />- <br />- <br />- <br />- <br />Mov Cap-1 Maneuver <br />29 <br />5 <br />295 24 <br />5 <br />272 <br />213 <br />189 <br />Mov Cap-2 Maneuver <br />29 <br />5 <br />- 24 <br />5 <br />- <br />- <br />- <br />Stage 1 <br />60 <br />145 <br />47 <br />110 <br />Stage 2 <br />251 <br />106 <br />- 287 <br />142 <br />- <br />- - <br />- <br />- - <br />- <br />Approach <br />EB <br />WB <br />NB <br />SB <br />- <br />HCM Control Delay, s <br />23 <br />41.4 <br />0.8 <br />0.4 <br />HCM LOS <br />C <br />E <br />Minor Lane/MajorMvmt <br />NBL <br />NBT NBREBLn1WBLnl <br />SBL SBT <br />SBR <br />- <br />Capacity (veh/h) <br />213 <br />- - <br />239 <br />114 <br />189 - <br />- <br />HCM Lane V/C Ratio <br />0,235 <br />0.167 <br />0.134 <br />0.135 <br />HCM Control Delay (s) <br />27 <br />23 <br />41.4 <br />27 <br />HCM Lane LOS <br />D <br />- - <br />C <br />E <br />D - <br />- <br />HCM 95th %tile Q(veh) <br />0.9 <br />0.6 <br />0.4 <br />0.5 <br />5:00 pm 01/23/2018 2021 WP - PM Peak Hour <br />Synchro 10 Report <br />LSA - DL <br />Page 3 <br />2021 WP PM Thu Apr 26, 2018 18:16:50 Page 3-1 <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />2021 With 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): 0.665 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxx <br />Optimal Cycle: 39 Level Of Service: B <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 />---------------------------II---------------II---------------II---------------I <br />Volume Module: <br />Base Vol: 10 1445 417 172 1347 1 1 3 4 458 2 220 <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 1445 417 172 1347 1 1 3 4 458 2 220 <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 1445 417 172 1347 1 1 3 4 458 2 220 <br />Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 10 1445 417 172 1347 1 1 3 4 458 2 220 <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 />Fin alVolume: 10 1445 417 172 1347 1 1 3 4 458 2 220 <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 2.33 0.67 1.00 2.99 0.01 0.25 0.75 1.00 1.99 0.01 1.00 <br />Final Sat.: 1598 3958 1142 1598 5096 4 425 1275 1598 3283 15 1598 <br />__-I--------------- II--------------- II--------------- II--------------- <br />I <br />Capacity Analysis Module: <br />Vol/Sat: 0.01 0.37 0.37 0.11 0.21 0.26 0.00 0.00 0.00 0.14 0.14 0.14 <br />Crit Moves: **** **** **** **** <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA <br />