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EXHIBIT 2 <br /> 2016 AM Mon Mar 5, 2012 12:51:17 Page 2-1 <br /> -------------------------------------------------------------------------------- <br /> Santa Ana Boulevard Grade Separation <br /> Opening Year 2016 Conditions <br /> -------------------------------------------------------------------------------- <br /> Level Of Service Computation Report <br /> 2000 HCM 4-Way Stop Method (Future Volume Alternative) <br /> Intersection #1 Santiago St/Civic Center Dr <br /> Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.495 <br /> Loss Time (sec) : 5 Average Delay (sec/veh) : 12.3 <br /> Optimal Cycle: 0 Level Of Service: B <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 : 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 1.02 <br /> Initial Bse: 157 126 14 2 221 48 102 44 152 48 46 7 <br /> Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br /> CumProjects: 29 0 2 0 10 2 1 3 7 1 13 0 <br /> Initial Fut: 186 126 16 2 231 50 103 47 159 49 59 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: 186 126 16 2 231 50 103 47 159 49 59 1 <br /> Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Reduced Vol: 186 126 16 2 231 50 103 47 159 49 59 1 <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: 186 126 16 2 231 50 104 47 159 49 59 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 0.89 0.11 1.00 0.82 0.18 0.69 0.31 1.00 0.43 0.51 0.06 <br /> Final Sat. : 522 503 65 514 467 101 349 159 595 209 252 31 <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Capacity Analysis Module: <br /> Vol/Sat: 0.36 0.25 0.25 0.00 0.50 0.50 0.30 0.30 0.27 0.23 0.23 0.23 <br /> Crit Moves: **** **** **** **** <br /> Delay/Veh: 12.8 10.7 10.7 9.4 14.2 14.2 12.1 12.1 10.3 11.7 11.7 11.7 <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: 12.8 10.7 10.7 9.4 14.2 14.2 12.1 12.1 10.3 11.7 11.7 11.7 <br /> LOS by Move: B B B A B B B B B B B B <br /> ApproachDel: 11.9 14.2 11.2 11.7 <br /> Delay Adj : 1.00 1.00 1.00 1.00 <br /> ApprAdjDel: 11.9 14.2 11.2 11.7 <br /> LOS by Appr: B B B B <br /> AllWayAvgQ: 0.5 0.3 0.3 0.0 0.9 0.9 0.4 0.4 0.3 0.3 0.3 0.3 <br /> ******************************************************************************** <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 />