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<br /> THE VILLAGE LLC 11/11/2016 <br />TRAFFIC STUDY <br />CITY OF SAINT ANTHONY <br />WSB PROJECT NO. 2170-380 PAGE 23 <br /> <br /> <br />Vehicle Queuing Analysis <br /> <br />A queuing analysis for the existing and future 2018 and 2030 conditions was conducted, <br />evaluating the anticipated vehicle queues with the build traffic conditions. The analysis was <br />conducted using the SimTraffic simulation software. The results found that during both the <br />weekday AM and PM peak hours in 2018 and 2030 several movements were identified that <br />would exceed turn lane storage. These include the following movements: <br /> <br /> Southwest bound Silver Lake Road left turn to St Anthony Blvd will back up past <br />existing turn storage length. <br /> <br /> Northeast bound Kenzie Terrace right turn to St Anthony Blvd will back up past the <br />existing right storage length. <br /> <br /> Northwest bound St Anthony Blvd right turn and left turn to New Brighton Blvd will <br />back up past the existing lane storage length. <br /> <br /> North bound Stinson Parkway left turn to Lowry Ave will back up past the existing <br />turn lane storage length. <br /> <br /> West bound Lowry Avenue left turn to Stinson Parkway will back up past the <br />existing turn lane storage length. <br /> <br /> East bound Kenzie Terrace right turn to Stinson Parkway will back up past the <br />existing turn lane storage length. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />122