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01 Existing AM Thu Sep 14, 2017 14:55:24 Page 3-1 <br />-------------------------------------------------------------------------------- <br /> Christ Our Savior Church <br /> DOM1701 <br /> Existing AM <br />-------------------------------------------------------------------------------- <br /> Level Of Service Computation Report <br /> ICU 1(Loss as Cycle Length %) Method (Base Volume Alternative) <br />******************************************************************************** <br />Intersection #4 Raitt Street-Jaguar Way/MacArthur Boulevard <br />******************************************************************************** <br />Cycle (sec): 100 Critical Vol./Cap.(X): 0.721 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx <br />Optimal Cycle: 40 Level Of Service: C <br />******************************************************************************** <br />Street Name: Raitt Street-Jaguar Way MacArthur Boulevard <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 />------------|---------------||---------------||---------------||---------------| <br />Control: Permitted Permitted 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: 1 0 1 0 1 1 0 0 1 0 1 0 2 1 0 1 0 3 0 1 <br />------------|---------------||---------------||---------------||---------------| <br />Volume Module: <br />Base Vol: 31 64 93 189 112 114 99 1497 145 277 861 353 <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: 31 64 93 189 112 114 99 1497 145 277 861 353 <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: 31 64 93 189 112 114 99 1497 145 277 861 353 <br />Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 31 64 93 189 112 114 99 1497 145 277 861 353 <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: 31 64 93 189 112 114 99 1497 145 277 861 353 <br />------------|---------------||---------------||---------------||---------------| <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 0.94 0.94 1.00 1.00 0.94 1.00 1.00 0.94 1.00 0.94 <br />Lanes: 1.00 1.00 1.00 1.00 0.50 0.50 1.00 2.74 0.26 1.00 3.00 1.00 <br />Final Sat.: 1600 1700 1600 1600 842 858 1600 4650 450 1600 5100 1600 <br />------------|---------------||---------------||---------------||---------------| <br />Capacity Analysis Module: <br />Vol/Sat: 0.02 0.04 0.06 0.12 0.13 0.13 0.06 0.32 0.32 0.17 0.17 0.22 <br />Crit Moves: **** **** **** **** <br />******************************************************************************** <br /> Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA <br />3-82