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<br />4400 Black Avenue Redevelopment – Transportation Assessment January 8, 2025 <br />10 <br /> <br />The intersection LOS analysis results for Existing plus Project Conditions are summarized in Table 3. <br />As shown in Table 3, with the addition of traffic generated by the proposed project, the study <br />intersection is anticipated to operate at an acceptable LOS “D” or better during the PM peak hour. <br />Therefore, intersection traffic impacts resulting from the Project would be considered less than <br />significant based on city standards. <br />Detailed calculation sheets for Existing plus Project Conditions are contained in Attachment 3. <br />Table 3: Intersection Level of Service Analysis Comparison – Existing and Existing Plus Conditions <br />ID # Intersection Control Peak Hour <br />Existing Conditions Existing Plus Project <br />Conditions <br />LOS1 Average Delay2 LOS1 Average Delay2 <br />1 Black Avenue / Santa Rita <br />Road Signalized <br />AM C 25.1 C 25.6 <br />PM B 10.9 B 11.1 <br />Notes: <br />1. LOS – Level of Service <br />2. Delay – Whole intersection weighted average control delay expressed in seconds per vehicle for signalized <br />intersections. <br /> <br />