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01 Existing AM Thu Sep 14, 2017 14:55:24 Page 2-1 <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 #1 Raitt Street/Alton Avenue <br />******************************************************************************** <br />Cycle (sec): 100 Critical Vol./Cap.(X): 0.602 <br />Loss Time (sec): 5 Average Delay (sec/veh): xxxxxx <br />Optimal Cycle: 29 Level Of Service: B <br />******************************************************************************** <br />Street Name: Raitt Street Alton Avenue <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: Protected Protected Prot+Permit Prot+Permit <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 0 1 0 1 0 1 0 1 1 0 1 1 0 1 0 1 1 0 <br />------------|---------------||---------------||---------------||---------------| <br />Volume Module: <br />Base Vol: 35 72 90 229 140 315 373 569 31 63 229 45 <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: 35 72 90 229 140 315 373 569 31 63 229 45 <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: 35 72 90 229 140 315 373 569 31 63 229 45 <br />Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br />Reduced Vol: 35 72 90 229 140 315 373 569 31 63 229 45 <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: 35 72 90 229 140 315 373 569 31 63 229 45 <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 1.00 0.94 1.00 0.94 0.94 1.00 1.00 0.94 1.00 1.00 <br />Lanes: 1.00 0.44 0.56 1.00 1.00 1.00 1.00 1.90 0.10 1.00 1.67 0.33 <br />Final Sat.: 1600 756 944 1600 1700 1600 1600 3224 176 1600 2842 558 <br />------------|---------------||---------------||---------------||---------------| <br />Capacity Analysis Module: <br />Vol/Sat: 0.02 0.10 0.10 0.14 0.08 0.20 0.23 0.18 0.18 0.04 0.08 0.08 <br />Crit Moves: **** **** **** **** <br />******************************************************************************** <br /> Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to LSA ASSOC. IRVINE, CA <br />3-80