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EXHIBIT 2 <br /> 2016 AM Mon Mar 5, 2012 12:51:28 Page 3-1 <br /> -------------------------------------------------------------------------------- <br /> Santa Ana Boulevard Grade Separation <br /> Opening Year 2016 Conditions <br /> -------------------------------------------------------------------------------- <br /> Level Of Service Computation Report <br /> ICU 1 (Loss as Cycle Length o) Method (Future Volume Alternative) <br /> Intersection #2 Santiago St/Santa Ana Blvd <br /> ******************************************************************************** <br /> Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.521 <br /> Loss Time (sec) : 5 Average Delay (sec/veh) : xxxxxx <br /> Optimal Cycle: 25 Level Of Service: A <br /> Street Name: Santiago St 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 /> ------------ --------------- H--------------- II--------------- II---------------I <br /> Control: Permitted Permitted Protected Protected <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 1 0 1 1 0 1 0 1 1 0 1 1 0 1 0 2 0 1 <br /> ------------ --------------- H--------------- II--------------- II---------------I <br /> Volume Module: <br /> Base Vol: 21 43 62 220 122 83 29 326 19 114 836 241 <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: 22 44 64 225 125 85 30 334 19 117 857 247 <br /> Added Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br /> CumProjects: 0 0 0 13 0 9 11 39 0 0 60 22 <br /> Initial Fut: 22 44 64 238 125 94 41 373 19 117 917 269 <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: 22 44 64 238 125 94 41 373 19 117 917 269 <br /> Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 <br /> Reduced Vol: 22 44 64 238 125 94 41 373 19 117 917 269 <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: 22 44 64 239 125 94 41 373 19 117 917 269 <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Saturation Flow Module: <br /> Sat/Lane: 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 1700 <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 1.00 1.00 1.00 1.00 1.00 1.00 1.90 0.10 1.00 2.00 1.00 <br /> Final Sat. : 1700 1700 1700 1700 1700 1700 1700 3231 169 1700 3400 1700 <br /> ------------ --------------- II--------------- II--------------- II---------------I <br /> Capacity Analysis Module: <br /> Vol/Sat: 0.01 0.03 0.04 0.14 0.07 0.06 0.02 0.12 0.12 0.07 0.27 0.16 <br /> Crit Moves: **** **** **** **** <br /> Traffix 8.0.0715 (c) 2008 Dowling Assoc. Licensed to AECOM, LOS ANGELES <br />