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City of Santa Ana -Park View at Town and Country Manor <br />Draft EIR <br />and Traffic <br />Table 4.6.27 (cont.): Summary of Freeway Segment Operation General Plan Buildout <br />Without Project <br />General Plan (2030) Buildout With the Project - Freeway Mainline Analysis <br />General Plan Buildout With Project peak hour freeway volumes and analysis results, by segment and <br />by direction, are summarized in Table 4.6 -28. Table 4.6 -28 indicates that the project impact on the <br />vehicular density on freeway mainline segments is forecasted to be 0.1 vehicle per freeway lane mile <br />or less. The project would not cause deficient conditions on the freeway mainline, and would not <br />have a significant impact on any freeway segment under General Plan Buildout conditions. <br />Table 4.6.28: Summary of Freeway Segment Operation <br />General Plan Buildout (2030) With Project <br />AM Peak Hour PM Peak Hour <br />Density Density <br />Freeway Segment Lanes (pGmi/ (p In) <br />Vol. LOS In) LOS <br />SR -22 Eastbound <br />I -5 /SR 57 to Main Street 5 4,885 15.0 B 6,640 20.4 C <br />AM Peak Hour <br />PM Peak Hour <br />5,239 <br />Density <br />B <br />Density <br />21.9 <br />C <br />(pGmi/ <br />5 <br />(pGmi/ <br />16.0 <br />Freeway Segment <br />Lanes Vol. ) IDS <br />Vol. <br />I <br />LOS <br />SR -22 Westbound <br />4,343 <br />16.7 <br />B <br />5,891 <br />SR 55 to Tustin Avenue <br />4 5,298 20.4 C <br />4,815 <br />18.5 <br />C <br />Tustin Avenue to Glassell Street <br />5 <br />6,332 <br />19.5 <br />C <br />5,756 <br />17.7 <br />B <br />Glassell Street to Main Street <br />5 <br />6,394 <br />19.7 <br />C <br />5,812 <br />17.9 <br />B <br />Main Street to 1-5/SR-57 <br />5 <br />5,967 <br />18.4 <br />B <br />5,424 <br />16.7 <br />B <br />Notes: <br />18.4 <br />C <br />5,430 <br />16.7 <br />Density is expressed in terms of passenger cars per lane mile in the weaving section. <br />The freeway segment LOS criteria is based <br />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 />General Plan (2030) Buildout With the Project - Freeway Mainline Analysis <br />General Plan Buildout With Project peak hour freeway volumes and analysis results, by segment and <br />by direction, are summarized in Table 4.6 -28. Table 4.6 -28 indicates that the project impact on the <br />vehicular density on freeway mainline segments is forecasted to be 0.1 vehicle per freeway lane mile <br />or less. The project would not cause deficient conditions on the freeway mainline, and would not <br />have a significant impact on any freeway segment under General Plan Buildout conditions. <br />Table 4.6.28: Summary of Freeway Segment Operation <br />General Plan Buildout (2030) With Project <br />AM Peak Hour PM Peak Hour <br />Density Density <br />Freeway Segment Lanes (pGmi/ (p In) <br />Vol. LOS In) LOS <br />SR -22 Eastbound <br />I -5 /SR 57 to Main Street 5 4,885 15.0 B 6,640 20.4 C <br />Main Street to Glassell Street <br />5 <br />5,239 <br />16.1 <br />B <br />7,108 <br />21.9 <br />C <br />Glassell Street to Tustin Avenue <br />5 <br />5,189 <br />16.0 <br />B <br />7,041 <br />21.7 <br />C <br />Tustin Avenue to SR-55 <br />4 <br />4,343 <br />16.7 <br />B <br />5,891 <br />22.7 <br />C <br />SR -22 Westbound <br />SR-55 to Tustin Avenue <br />4 <br />5,300 <br />20.4 <br />C <br />4,823 <br />18.6 <br />C <br />Tustin Avenue to Glassell Street <br />5 <br />6,334 <br />19.5 <br />C <br />5,764 <br />17.7 <br />B <br />Glassell Street to Main Street <br />5 <br />6,396 <br />19.7 <br />C <br />5,820 <br />17.9 <br />B <br />Main Street to 1-5/SR-57 <br />5 <br />5,977 <br />18.4 <br />C <br />5,430 <br />16.7 <br />B <br />Michael Brandman Associates 4.6 -35 <br />H\Cl t(PN- JMb32]b32]003MMVB2]0030 Sec0 Tmspo md¢ <br />