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7 <br />City of Santa Ana -Park View at Town and Country Manor <br />and Traffic Draft EIR <br />Table 4.6.16: Summary of Freeway Segment Operation Opening Year (2013) Without Project <br />AM Peak Hour PM Peak Hour <br />Freeway Segment <br />SR -22 Eastbound <br />Lanes <br />Vo <br />Density <br />(PGmi/ <br />) <br />LOS <br />Vol. <br />Density <br />(pGmi/ <br />In) <br />LOS <br />I -5 /SR 57 to Main Street <br />5 <br />4,207 <br />12.9 <br />B <br />5,713 <br />17.6 <br />B <br />Main Street to Glassell Street <br />5 <br />4,508 <br />13.9 <br />B <br />6,122 <br />18.8 <br />C <br />Glassell Street to Tustin Avenue <br />5 <br />4,465 <br />13.7 <br />B <br />6,063 <br />18.7 <br />C <br />Tustin Avenue to SR-55 <br />4 <br />3,735 <br />14.4 <br />B <br />5,072 <br />19.5 <br />C <br />SR -22 Westbound <br />5,077 <br />19.5 <br />C <br />SR-55 to Tustin Avenue <br />4 <br />4,565 <br />17.6 <br />B <br />4,150 <br />16.0 <br />B <br />Tustin Avenue to Glassell Street <br />5 <br />5,457 <br />16.8 <br />B <br />4,961 <br />15.3 <br />B <br />Glassell Street to Main Street <br />5 <br />5,510 <br />17.0 <br />B <br />5,009 <br />15.4 <br />B <br />Main Street to 1-5/SR-57 <br />5 <br />5,142 <br />15.8 <br />B <br />4,675 <br />14.4 <br />B <br />Notes: <br />Density is expressed in terms of passenger cars per lane mile in the weaving section. <br />The freeway segment LOS criteria is based on Exhibits 23 -2 and 23 -3 in the Highway Capacity Manual 2000. <br />Source: Traffic Impact Study and Parking Analysis for the Park View at Town & Country Manor, Kimley -Horn <br />Associates, Inc., June 2009. <br />Opening Year (2013) With the Project - Freeway Mainline Analysis <br />Opening Year 2013 With Project peak hour freeway volumes and analysis results, by segment and by <br />direction, are summarized on Table 4.6 -17 indicates that with the addition of project traffic, the study <br />freeway segments would continue to operate at LOS C or better in both peak hours. The project <br />impact on the vehicular density on freeway mainline segments is forecasted to be 0.1 vehicle per <br />freeway lane mile or less. The project would not have a significant impact on the freeway mainline <br />operation during the Opening Year 2013. <br />Table 4.6 -17: Summary of Freeway Segment Operation Opening Year (2013) With Project <br />Freeway Segment <br />�npS <br />AM Peak Hour <br />Density <br />(PGmi/ <br />Vol. In) <br />PM Peak Hour <br />Density <br />Gmi/ <br />) LOS <br />SR -22 Eastbound <br />I -5 /SR 57 to Main Street <br />5 <br />4,210 <br />13.0 <br />B <br />5,723 <br />17.6 <br />B <br />Main Street to Glassell Street <br />5 <br />4,516 <br />13.9 <br />B <br />6,127 <br />18.8 <br />C <br />Glassell Street to Tustin Avenue <br />5 <br />4,473 <br />13.8 <br />B <br />6,068 <br />18.7 <br />C <br />Tustin Avenue to SR-55 <br />4 <br />3,743 <br />14.4 <br />B <br />5,077 <br />19.5 <br />C <br />4.6 -22 Michael Brandman Associates <br />H\Cl t(PN- JMb327b32]0030DERi 3270030 Sec0 Tmspo md¢ <br />