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EXHIBIT 2 <br /> MITIG8 - Existing AM Thu May 3, 2012 10:32:00 Page 1-1 <br /> -------------------------------------------------------------------------------- <br /> Santa Ana Boulevard Grade Separation <br /> Existing Conditions <br /> -------------------------------------------------------------------------------- <br /> Level Of Service Computation Report <br /> 2000 HCM Operations Method (Future Volume Alternative) <br /> Intersection #7 Grand Ave/Santa Ana Blvd <br /> Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.728 <br /> Loss Time (sec) : 12 Average Delay (sec/veh) : 28.1 <br /> Optimal Cycle: 63 Level Of Service: C <br /> Street Name: Grand Ave Santa Ana Blvd <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: Protected Protected Split Phase Split Phase <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 2 1 0 1 0 2 0 2 2 0 1 0 2 0 1 0 1 0 <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Volume Module: <br /> Base Vol: 99 844 18 106 1026 972 161 120 451 14 275 16 <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: 99 844 18 106 1026 972 161 120 451 14 275 16 <br /> Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br /> PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Initial Fut: 99 844 18 106 1026 972 161 120 451 14 275 16 <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: 99 844 18 106 1026 972 161 120 451 14 275 16 <br /> Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Reduced Vol: 99 844 18 106 1026 972 161 120 451 14 275 16 <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 /> FinalV31ume: 99 844 18 106 1026 972 161 120 451 14 275 16 <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Saturation Flow Module: <br /> Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 <br /> Adjustment: 0.95 0.91 0.91 0.95 0.95 0.75 0.92 1.00 0.75 0.94 0.94 0.94 <br /> Lanes: 1.00 2.94 0.06 1.00 2.00 2.00 2.00 1.00 2.00 0.09 1.81 0.10 <br /> Final Sat. : 1805 5063 108 1805 3610 2842 3502 1900 2842 164 3222 187 <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Capacity Analysis Module: <br /> Vol/Sat: 0.05 0.17 0.17 0.06 0.28 0.34 0.05 0.06 0.16 0.09 0.09 0.09 <br /> Crit Moves: **** **** **** **** <br /> Green/Cycle: 0.08 0.40 0.40 0.14 0.47 0.47 0.22 0.22 0.22 0.12 0.12 0.12 <br /> Volume/Cap: 0.73 0.41 0.41 0.41 0.61 0.73 0.21 0.29 0.73 0.73 0.73 0.73 <br /> Delay/Veh: 63.2 21.5 21.5 40.2 20.3 23.4 32.2 33.0 40.7 48.9 48.9 48.9 <br /> User DelAdj : 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: 63.2 21.5 21.5 40.2 20.3 23.4 32.2 33.0 40.7 48.9 48.9 48.9 <br /> LOS by Move: E C C D C C C C D D D D <br /> HCM2kAvgQ: 5 7 7 3 13 15 2 3 7 6 6 6 <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 />