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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 S — AM /PM Peak Hour Intersection Analysis <br />Long Range (2035) 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 />0.8651 D <br />0.8941 D <br />Main Street at MacArthur Boulevard <br />0.731 1 C <br />0.8201 D <br />x <br />Main Street at Sandpointe Avenue <br />0.3501 A <br />0.5471 A <br />Main Street at Sunflower Avenue <br />0.6891 B <br />0.8101 D <br />MacArthur Place at MacArthur Boulevard <br />0.8081 D <br />0.7941 C <br />x <br />SR -55 SB Ramps at MacArthur Boulevard <br />0.7921 C <br />0.7441 C <br />x <br />SR -55 NB Ramps at MacArthur Boulevard <br />0.8471 D <br />0.7101 C <br />Red Hill Avenue at MacArthur Boulevard <br />0.6421 B <br />0.8401 D <br />x <br />HCM Method <br />Dellay1LOS <br />Delay /LOS <br />SR -55 SB Ramps at MacArthur Boulevard <br />20.71 C <br />18.31 B <br />x <br />SR -55 NB Ramps at MacArthur Boulevard <br />21.81 C <br />18.21 B <br />Note: ICU = Intersection Capacity Utilization. Delay is in seconds /vehicle. LDS = 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 />` PLANMINC, & FNGI NEERING 31 Traffic Impact Study in City of Santa Ana <br />