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CW of Santa Ana -Park View at Town and Country Manor <br />and Traffic Draft EIR <br />Table 4.6.7: Summary of Freeway Segment Operation Existing Conditions <br />Existing Conditions - Ramp Queuing <br />Existing ramp queuing analysis results are summarized in Table 4.6 -8. Table 4.6 -8 indicates that the <br />85th percentile queue length at each ramp intersection is well within the available queuing distance on <br />each off -ramp. <br />Table 4.6.8: Summary of Peak Hour Ramp Queuing Existing Conditions <br />AM Peak Hour <br />PM Peak Hour <br />Density <br />Available <br />y <br />Length <br />(P <br />(ft) <br />Fen <br />Distance (ft) <br />Freeway Segment <br />Lanes In) Vol. In) LOS <br />Vol, <br />1,300 <br />LOS <br />Tustin Avenue to SR -55 <br />4 <br />3,524 <br />13.6 <br />B <br />4,785 <br />18.4 <br />C <br />SR -22 Westbound <br />900 <br />328 <br />298 <br />SR-55 to Tustin Avenue <br />4 <br />4,307 <br />16.6 <br />B <br />3,915 <br />15.1 <br />B <br />Tustin Avenue to Glassell Street <br />5 <br />5,148 <br />15.8 <br />B <br />4,680 <br />14.4 <br />B <br />Glassell Street to Main Street <br />5 <br />5,198 <br />16.0 <br />B <br />4,725 <br />14.5 <br />B <br />Main Street to I -5/SR 57 <br />5 <br />4,851 <br />14.9 <br />B <br />4,410 <br />13.6 <br />B <br />Notes: <br />Density is expressed in terms of passenger <br />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 <br />2000. <br />Source: Traffic Impact Study and Parking <br />Analysis for the Park View at Town & Country <br />Manor, Kimley <br />-Horn <br />Associates, Inc., June 2009. <br />Existing Conditions - Ramp Queuing <br />Existing ramp queuing analysis results are summarized in Table 4.6 -8. Table 4.6 -8 indicates that the <br />85th percentile queue length at each ramp intersection is well within the available queuing distance on <br />each off -ramp. <br />Table 4.6.8: Summary of Peak Hour Ramp Queuing Existing Conditions <br />Existing Conditions - Freeway Weaving <br />Existing peak hour freeway weaving analysis results, by segment and by direction, are summarized in <br />Table 4.6 -9. Table 4.6 -9 indicates that all study freeway weaving areas are currently operating at <br />LOS C or better in both peak hours. <br />4.6 -12 Michael Brandman Associates <br />H\Cl t(PN- JMb327b32]0030DEai 3270030 Sec0 Tmspo md¢ <br />8501 Percentile <br />Available <br />Queue <br />Length <br />Queue <br />(ft) <br />Off -Ramp <br />Distance (ft) <br />AM <br />P <br />SR-22 WB at La Veta Avenue <br />1,300 <br />351 <br />343 <br />SR 22 EB at Town &Country Road <br />1,300 <br />351 <br />203 <br />I -5 NB at Main Street <br />900 <br />328 <br />298 <br />I -5 SB at Main Street <br />1,100 <br />258 <br />185 <br />Notes: <br />WB = Westbound EB = Eastbound NB <br />= Northbound SB = <br />Southbound <br />Source: Traffic Impact Study and Parking Analysis for the Park <br />View at Town & Country Manor, <br />Kimley -Horn <br />Associates, Inc., June 2009. <br />Existing Conditions - Freeway Weaving <br />Existing peak hour freeway weaving analysis results, by segment and by direction, are summarized in <br />Table 4.6 -9. Table 4.6 -9 indicates that all study freeway weaving areas are currently operating at <br />LOS C or better in both peak hours. <br />4.6 -12 Michael Brandman Associates <br />H\Cl t(PN- JMb327b32]0030DEai 3270030 Sec0 Tmspo md¢ <br />