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I8. Long Range (2035) With Project Conditions <br />This section documents the Long Range (2035) traffic conditions with the addition of project-related <br />traffic to the surrounding street system. <br />The Long Range "With Project" traffic volumes were derived by adding the Long Range project trips to <br />the Long Range (2035) background traffic volumes. Figure 15 illustrates the resulting long range peak <br />hour traffic volumes with the proposed project during the AM and PM peak hours. Table 8 summarizes <br />the results of the level of service analysis for the Long Range "With Project" conditions. Appendix J <br />contains the analysis worksheets for the Long Range (2035) "With Project" conditions. <br />Table 8 - AM/PM Peak Hour Intersection Analysis <br />Long Range (2035) 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 0.865 / D 0.894 / D <br />Main Street at MacArthur Boulevard 0.731 / C 0.820 / D X <br />Main Street at Sandpointe Avenue 0.350 / A 0.547 / A <br />Main Street at Sunflower Avenue 0.689 / B 0.810 / D <br />MacArthur Place at MacArthur Boulevard 0.808 / D 0.794 / C X <br />SR-55 SB Ramps at MacArthur Boulevard 0.792 / C 0.744 / C x <br />SR-55 NB Ramps at MacArthur Boulevard 0.847 / D 0.710 / C <br />Red Hill Avenue at MacArthur Boulevard 0.642 / B 0.840 / D x <br />HCM Method Delay/LOS Delay/LOS <br />SR-55 SB Ramps at MacArthur Boulevard 20.7 / C 18.3 / B X <br />SR-55 NB Ramps at MacArthur Boulevard <br />N ICU = I 21.8 / C 18.2 / B <br />Me. ntersection Capacity Ualizadon. Delay is in seconds/vehicle. LOS = Level of Service. <br />As indicated, all study intersections will operate at acceptable levels of service for the 2035 With Project <br />conditions. <br />KOA CORPORATION Updated Main and MacArthur Development Project <br />PIANNING & ENGINEERING 31 Traffic Impact Study in City of Santa Ana <br />75B-163