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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 All-'I/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 <br />AM Peak Hour <br />PM Peak Hour <br />LOS "E" <br />ICU Method <br />ICU/LOS <br />ICU/LOS <br />OK <br />Main Street at Dyer Road <br />0.6921 B <br />0.840 1 D <br />Main Street at MacArthur Boulevard <br />0.6881 B <br />0.710 1 C <br />x <br />Main Street at Sandpoiinte Avenue <br />0.3281 A <br />0.485 1 A <br />Main Street at Sunflower Avenue <br />0.415 1 A <br />0.740 1 C <br />MacArthur Place at MacArthur Boulevard <br />0.7441 C <br />0.7071 C <br />x <br />SR -55 SB Ramps at MacArthur Boulevard <br />0.7341 C <br />0.6581 B <br />x <br />SR -55 NB Ramps at MacArthur Boulevard <br />0.7931 C <br />0.6691 B <br />Red Hill Avenue at MacArthur Boulevard <br />0.580 1 A <br />0.8191 D <br />x <br />HCM Method <br />Delay /LOS <br />Delay /LOS <br />SR -55 SB Ramps at MacArthur Boulevard <br />19.61 B <br />18.1 1 B <br />x <br />SR -55 NB Ramps at MacArthur Boulevard <br />20.41 C <br />17.41 B <br />rote: ik-u = inicersecEion %- apacmy umizazion. ueiay is in seconasivenicie. LVJ = Levei or service. <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; & ENGINEERING 28 Traffic Impact Study in City of Santa Ana <br />