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EXHIBIT 2 <br /> Existing AM Mon Mar 5, 2012 12:38:54 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) : 0.447 <br /> Loss Time (sec) : 5 Average Delay (sec/veh) : 11.4 <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: 153 123 14 2 216 47 100 43 148 47 45 7 <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: 153 123 14 2 216 47 100 43 148 47 45 7 <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: 153 123 14 2 216 47 100 43 148 47 45 7 <br /> Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Reduced Vol: 153 123 14 2 216 47 100 43 148 47 45 7 <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: 153 123 14 2 216 47 100 43 148 47 45 7 <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 0.90 0.10 1.00 0.82 0.18 0.70 0.30 1.00 0.48 0.45 0.07 <br /> Final Sat. : 536 525 60 530 483 105 367 158 620 243 232 36 <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Capacity Analysis Module: <br /> Vol/Sat: 0.29 0.23 0.23 0.00 0.45 0.45 0.27 0.27 0.24 0.19 0.19 0.19 <br /> Crit Moves: **** **** **** **** <br /> Delay/Veh: 11.6 10.3 10.3 9.2 12.9 12.9 11.5 11.5 9.8 11.0 11.0 11.0 <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: 11.6 10.3 10.3 9.2 12.9 12.9 11.5 11.5 9.8 11.0 11.0 11.0 <br /> LOS by Move: B B B A B B B B A B B B <br /> ApproachDel: 11.0 12.9 10.6 11.0 <br /> Delay Adj : 1.00 1.00 1.00 1.00 <br /> ApprAdjDel: 11.0 12.9 10.6 11.0 <br /> LOS by Appr: B B B B <br /> AllWayAvgQ: 0.4 0.3 0.3 0.0 0.7 0.7 0.3 0.3 0.3 0.2 0.2 0.2 <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 />