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This section documents the analysis for Opening Year (2013) With Project conditions. Table 7 <br />summarizes the result of the level of service analyses for this scenario. Figure 14 illustrates the Opening <br />Year (2013) With Project AM/PM peak hour traffic volumes, which are generated by adding the Opening <br />Year project only volumes to the Opening Year (2013) Without Project volumes. <br />Appendix I contains the analysis worksheets for the Opening Year (2013) With Project conditions. <br />Table 7 - AM/PM Peak Hour Intersection Analysis <br />Opening Year (2013) With Project Conditions <br />Signalized Intersections AM Peak Hour PM Peak Hour LOS "E" <br />ICU Method ICU/LOS ICU/LOS OK <br />Main Street at Dyer Road 0.692 / B 0.840 / D <br />Main Street at MacArthur Boulevard 0.688 / B 0.710 / C x <br />Main Street at Sandpointe Avenue 0.328 / A 0.485 /A <br />Main Street at Sunflower Avenue 0.415 / A 0.740 / C <br />MacArthur Place at MacArthur Boulevard 0.744 / C 0.707 / C X <br />SR-55 SB Ramps at MacArthur Boulevard 0.734 / C 0.658 / B X <br />SR-55 NB Ramps at MacArthur Boulevard 0.793 / C 0.669 / B <br />Red Hill Avenue at MacArthur Boulevard 0.580 / A 0.819 / D x <br />HCM Method Delay/LOS Delay/LOS <br />SR-55 SB Ramps at MacArthur Boulevard 19.6 / B 18.1 / B x <br />SR-55 NB Ramps at MacArthur Boulevard 20.4 / C 17.4 / B <br />- -_r.y ?_...-....-... --....y .. ................... c... - ?...a - mac- v oe, Vice. <br />As indicated on Table 7, all intersections will operate at acceptable levels of service for the Opening <br />Year (2013) With Project conditions. <br />KOA CORPORATION Updated Main and MacArthur Development Project <br />PLANNING 8 ENGINEERING 28 Traffic Impact Study in City of Santa Ana <br />75B-160