Supporting Documentation · May 28, 2026
Traffic Impact Study 07 21 2025 submission
b1a9a72df7c7de2c8b92b634347f763b42defbf6280a560147a1346b88638e58Indexed text · page 9
Show all pagesTraffic Impact Study Proposed Automotive Service and Retail Center – West Orange, NJ Prospect Avenue (CR 577) and Rooney Circle / Shopping Center Driveway With the addition of site generated traffic, the intersection is projected to operate at overall intersection levels of service “B” during the analyzed peak hours. Additionally, each movement is anticipated to operate at No Build levels of service “D” or better. See Table 6 for the individual movement levels of service and delays. Prospect Avenue (CR 577) and Blueberry Bend Driveway With the addition of site generated traffic, the individual intersection movements are projected to operate at No Build levels of service “B” or better during the analyzed peak hours. See Table 6 for the individual movement levels of service and delays. Prospect Avenue (CR 577) and Site Driveway With the addition of site generated traffic, the individual intersection movements are projected to operate at No Build levels of service “B” or better during the analyzed peak hours. See Table 6 for the individual movement levels of service and delays. Page 8
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- Sep 29, 2026
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