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ExAM Thu Apr 26, 2018 17:35:45 Page 3-1 <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 #5 Fairview Street (NS) / West Civic Center Drive (EW) <br />Cycle (sec): 100 Critical Vol./Cap.(X): 0.642 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxx <br />Optimal Cycle: 32 Level Of Service: B <br />++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ <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 1 0 0 1 <br />---------------------------II---------------II---------------II---------------I <br />Volume Module: <br />Base Vol: 8 1253 407 257 1434 12 5 18 7 280 6 146 <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: 8 1253 407 257 1434 12 5 18 7 280 6 148 <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: 8 1253 407 257 1434 12 5 18 7 280 6 148 <br />Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 8 1253 407 257 1434 12 5 18 7 280 6 148 <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: 8 1253 407 257 1434 12 5 16 7 280 6 146 <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 0.97 1.00 0.94 <br />Lanes: 1.00 2.26 0.74 1.00 2.98 0.02 0.22 0.78 1.00 1.96 0.04 1.00 <br />Final Sat.: 1598 3850 1250 1598 5058 42 370 1330 1598 3227 71 1598 <br />_----------- I --------------- II--------------- II--------------- II ---__----------I <br />Capacity Analysis Module: <br />Vol/Sat: 0.01 0.33 0.33 0.16 0.28 0.28 0.01 0.01 0.00 0.09 0.08 0.09 <br />Crit Moves: **** **** **** **** <br />++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA <br />ExPM Thu Apr 26, 2018 17:36:09 Page 2-1 <br />North Fairview Bridge Widening Improvement Project (WKE1702) <br />Existing Conditions <br />PM Peak Hour <br />-------------------------------------------------------------------------------- <br />Level Of Service Computation Report <br />ICU 1(LOss as Cycle Length %) Method (Base Volume Alternative) <br />++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ <br />Intersection #1 Fairview Street (NS) / West 17th Street (EW) <br />Cycle (sec): 100 Critical Vol./Cap.(X): 0.902 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxx Optimal Cycle: 88 Level Of Service: E <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: 299 1065 125 337 996 128 236 821 233 207 1035 385 <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: 299 1065 125 337 996 128 236 821 233 207 1035 385 <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: 299 1065 125 337 996 128 236 821 233 207 1035 385 <br />Deduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 299 1065 125 337 996 128 236 821 233 207 1035 385 <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: 299 1065 125 337 996 128 236 821 233 207 1035 385 <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 1.00 <br />Lanes: 2.00 2.00 1.00 2.00 2.00 1.00 1.00 3.00 1.00 1.00 2.19 0.81 <br />Final Sat.: 2992 3400 1598 2992 3400 1598 1598 5100 1598 1598 3717 1383 <br />------------ I---------------II---------------II---------------II---------------I <br />Capacity Analysis Module: <br />Vol/Sat: 0.10 0.31 0.08 0.11 0.29 0.08 0.15 0.16 0.15 0.13 0.28 0.26 <br />Crit Moves: **** **** **** **** <br />++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ <br />Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA <br />