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Forty Martyrs Armenian Church Middle School March 17, 2025 <br />5311 West McFadden Ave, Santa Ana Focused Traffic Impact Study <br /> <br />K2 Traffic Engineering, Inc. 23 <br />LEFT-TURN QUEUE ANALYSIS <br />The adequacy of left turn lanes at the intersection of McFadden Avenue and Euclid <br />Street are evaluated in this section. Based on existing conditions, the pocket lengths for <br />northbound left turns and southbound left turns are insufficient for the 95th percentile <br />queue. The results of queue analysis are shown in Table 15. The details of queue <br />analysis can be found in Appendix C. <br />Table 15. Queue Analysis – Existing Conditions <br />Current 95th Percentile Queue (Ft) <br />Intersection <br />Turn <br />Movement <br />Pocket <br />Length (Ft) <br /> <br />AM Peak PM Peak <br />Exceeds <br />Capacity <br />McFadden Ave at <br />Euclid St <br />EBL 145 68 77 No <br />WBL 145 61 51 No <br />NBL 105 144 178 Yes <br />SBL 100 141 157 Yes <br />After the completion of the project in year 2026, pocket lengths for northbound left turns <br />and southbound left turns remain insufficient for the 95th percentile queue, as shown in <br />Table 16. <br />Table 16. Queue Analysis – Year 2026 After Project Completion <br />Current 95th Percentile Queue (Ft) <br />Intersection <br />Turn <br />Movement <br />Pocket <br />Length (Ft) <br /> <br />AM Peak PM Peak <br />Exceeds <br />Capacity <br />McFadden Ave at <br />Euclid St <br />EBL 145 69 80 No <br />WBL 145 61 51 No <br />NBL 105 148 182 Yes <br />SBL 100 142 161 Yes <br /> <br />