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2040 WP AM WIMP Wed Jun 6, 2018 14:09:30 Page 2-1 <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />2040 With Project Conditions WITH IMPROVEMENTS <br />AM Peak Hour <br />________________________________________________________________________________ <br />Level Of Service Computation Report <br />ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) <br />+xx+xxxxx++xxxx+xxxxx+x+xx++xxxx++xxxx+xxxxx+xxxx++xxxx++xxxx+xxxxx+xxxxx+x+xx+x <br />Intersection #5 Fairview Street (NS) / West Civic Center Drive (EW) <br />Cycle (sec): 100 Critical Vol./Cap.(X): 0.842 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxx Optimal Cycle: 63 Level Of Service: D <br />xx++++xx+++xxx+++xxx+++xxx+++xxx+++xx+x+xxx+++xxx+++xx++++xx+++xxx+++xxx+++xx+++ <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 />------------ --------------- II--------------- II--------------- II --- <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 0 1! 0 1 <br />------------ --------------- II--------------- II--------------- II_______________I <br />Volume Module: <br />Base Vol: 13 1600 315 507 1690 12 5 18 7 168 6 243 <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: 13 1600 315 507 1690 12 5 18 7 168 6 243 <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: 13 1600 315 507 1690 12 5 18 7 168 6 243 <br />Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 13 1600 315 507 1690 12 5 18 7 168 6 243 <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: 13 1600 315 507 1690 12 5 18 7 168 6 243 <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: 0.94 1.00 1.00 0.94 1.00 1.00 1.00 1.00 0.94 0.95 1.00 0.97 <br />Lanes: 1.00 2.51 0.49 1.00 2.98 0.02 0.22 0.78 1.00 1.21 0.04 1.75 <br />Final Sat.: 1598 4261 839 1598 5064 36 370 1330 1598 1953 73 2870 <br />_----------- I --------------- II--------------- II--------------- II__ ------- <br />Capacity Analysis Module: <br />Vol/Sat: 0.01 0.38 0.38 0.32 0.33 0.33 0.01 0.01 0.00 0.09 0.06 0.08 <br />Crit Moves: -- -- -- -- <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA <br />2040 WP PM WIMP Wed Jun 6, 2018 14:10:15 Page 2-1 <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />2040 With Project Conditions WITH IMPROVEMENTS <br />PM Peak Hour <br />________________________________________________________________________________ <br />Level Of Service Computation Report <br />ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) <br />xxx++xxxx++xxxx+xxxxx+x+xx++xxxx++xxxx+xxxxx+xxxx++xxxx++xxxx+xxxxx+xxxxx+x+xx+x <br />Intersection #5 Fairview Street (NS) / West Civic Center Drive (EW) <br />Cycle (sec): 100 Critical Vol./Cap.(X): 0.810 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxx Optimal Cycle: 54 Level Of Service: D <br />xx++++xx+++xxx+++xxx+++xxx+++xxx+++xx+x+xxx+++xxx+++xx++++xx+++xxx+++xxx+++xxx++ <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 0 1! 0 1 <br />---------------------------II---------------II---------------II---------------I <br />Volume Module: <br />Base Vol: 10 1817 343 246 1619 1 1 3 4 462 2 393 <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 1817 343 246 1619 1 1 3 4 482 2 393 <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 1817 343 246 1619 1 1 3 4 482 2 393 <br />Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 10 1817 343 246 1619 1 1 3 4 482 2 393 <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: 10 1817 343 246 1619 1 1 3 4 462 2 393 <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: 0.94 1.00 1.00 0.94 1.00 1.00 1.00 1.00 0.94 0.96 1.00 0.96 <br />Lanes: 1.00 2.52 0.48 1.00 2.99 0.01 0.25 0.75 1.00 1.65 0.01 1.34 <br />Final Sat.: 1598 4290 810 1598 5097 3 425 1275 1598 2701 12 2183 <br />------------ I---------------II---------------II---------------II---------------I <br />Capacity Analysis Module: <br />Vol/Sat: 0.01 0.42 0.42 0.15 0.32 0.32 0.00 0.00 0.00 0.18 0.17 0.16 <br />Crit Moves: -- -- -- -- <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA <br />