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EXHIBIT 2 <br /> Existing PM Mon Mar 5, 2012 12:46:15 Page 2-1 <br /> -------------------------------------------------------------------------------- <br /> Santa Ana Boulevard Grade Separation <br /> Existing Conditions <br /> -------------------------------------------------------------------------------- <br /> Level Of Service Computation Report <br /> 2000 HCM 4-Way Stop Method (Base Volume Alternative) <br /> ******************************************************************************** <br /> Intersection #1 Santiago St/Civic Center Dr <br /> ******************************************************************************** <br /> Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.507 <br /> Loss Time (sec) : 5 Average Delay (sec/veh) : 12.3 <br /> Optimal Cycle: 0 Level Of Service: B <br /> ******************************************************************************** <br /> Street Name: Santiago St Civic Center Dr <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---------------I <br /> Control: Stop Sign Stop Sign Stop Sign Stop Sign <br /> Rights: Include Include Include Include <br /> Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Lanes: 1 0 0 1 0 1 0 0 1 0 0 1 0 0 1 0 0 1! 0 0 <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Volume Module: <br /> Base Vol: 57 169 15 4 158 38 234 52 257 11 11 10 <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: 57 169 15 4 158 38 234 52 257 11 11 10 <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: 57 169 15 4 158 38 234 52 257 11 11 10 <br /> Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Reduced Vol: 57 169 15 4 158 38 234 52 257 11 11 10 <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: 57 169 15 4 158 38 234 52 257 11 11 10 <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Saturation Flow Module: <br /> Adjustment: 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 /> Lanes: 1.00 0.92 0.08 1.00 0.81 0.19 0.82 0.18 1.00 0.35 0.34 0.31 <br /> Final Sat. : 510 511 45 502 449 108 462 103 681 179 179 163 <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Capacity Analysis Module: <br /> Vol/Sat: 0.11 0.33 0.33 0.01 0.35 0.35 0.51 0.51 0.38 0.06 0.06 0.06 <br /> Crit Moves: **** **** **** **** <br /> Delay/Veh: 10.3 11.7 11.7 9.6 12.0 12.0 14.9 14.9 10.7 9.8 9.8 9.8 <br /> Delay 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 /> Adj Del/Veh: 10.3 11.7 11.7 9.6 12.0 12.0 14.9 14.9 10.7 9.8 9.8 9.8 <br /> LOS by Move: B B B A B B B B B A A A <br /> ApproachDel: 11.4 11.9 12.9 9.8 <br /> Delay Adj : 1.00 1.00 1.00 1.00 <br /> ApprAdjDel: 11.4 11.9 12.9 9.8 <br /> LOS by Appr: B B B A <br /> AllWayAvgQ: 0.1 0.4 0.4 0.0 0.5 0.5 0.9 0.9 0.6 0.1 0.1 0.1 <br /> Note: Queue reported is the number of cars per lane. <br /> Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to AECOM, LOS ANGELES <br />