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City of Santa Ana Main Place Mall Transformation Project <br />Traffic Impact Study <br />8 EXISTING PLUS CURRENT PROJECT ENTITLEMENTS <br />For comparison purposes, project -related trips associated with the current entitlements (2000) were <br />added to existing peak hour and daily traffic volumes to develop Existing Plus Current Project Entitlements <br />traffic forecast volumes. Morning and evening peak hour intersection volumes and daily roadway volumes <br />for this scenario are shown on Figure 9, Existing Plus Current Project Entitlements Traffic Volumes. <br />8.1 Peak Hour Intersection Analysis <br />Table 13 provides a summary of the intersection Level of Service for the Existing Plus Current Project <br />Entitlements condition compared to the Existing Plus Proposed Project. Intersection analysis worksheets <br />are provided in Appendix B. Review of this table shows that the traffic associated with the Proposed <br />Project generally would result in slightly lower volume -to -capacity (v/c) ratios or delay values at most <br />intersections, when compared to the results for the Current Project Entitlements. Intersection #7—Town <br />and Country Road at SR-22 Eastbound Ramps, would operate at LOS F in the evening peak hour for either <br />Project scenario, but would have 8.6 fewer seconds of delay in the Proposed Project scenario, compared <br />to the Current Project Entitlements results. In addition, the Current Project Entitlements scenario would <br />cause Intersection # 16 — Main Street at Santa Clara Avenue/1-5 SB Ramps to worsen to LOS E, whereas <br />the intersection would operate at LOS D under the Proposed Project scenario. <br />Kimley>»Horn Page 149 <br />