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11 Grey Fox Road Redevelopment – Arden Hills <br />Traffic Impact Analysis │ July 2021 <br /> <br />Table 6 – Design Year (2040) Build Intersection Analysis <br />Intersection Control Approach <br />Operations by Movement Overall Intersection Left Through Right <br />Delay <br />(sec/veh) LOS Delay <br />(sec/veh) LOS Delay <br />(sec/veh) LOS Delay <br />(sec/veh) LOS <br />AM Peak Hour <br />Lexington Avenue <br />& Grey Fox Road Signal <br />EB 40.6 D 30.2 C 6.7 A <br />8.1 A WB 37.1 D 29.0 C 6.8 A <br />NB 7.8 A 4.7 A 1.0 A <br />SB 6.8 A 5.0 A 1.4 A <br />Grey Fox Road & <br />Site Access 1 (East) <br />Side <br />Street <br />Stop <br />EB 1.7 A 0.4 A 0.2 A <br />6.9 A WB 1.1 A 1.0 A 0.4 A <br />NB 4.7 A 6.4 A 4.1 A <br />SB 6.9 A 4.4 A 3.4 A <br />Grey Fox Road & <br />Site Access 2 <br />(West) <br />Side <br />Street <br />Stop <br />EB 2.3 A 0.3 A 0.1 A <br />6.1 A WB - - 0.6 A 0.3 A <br />NB 4.0 A 6.1 A 2.0 A <br />SB 4.3 A 3.4 A 2.8 A <br />PM Peak Hour <br />Lexington Avenue <br />& Grey Fox Road Signal <br />EB 35.4 D 25.3 C 11.1 B <br />13.9 B WB 32.7 C 22.5 C 7.1 A <br />NB 17.0 B 11.6 B 2.3 A <br />SB 16.0 B 12.8 B 2.4 A <br />Grey Fox Road & <br />Site Access 1 (East) <br />Side <br />Street <br />Stop <br />EB 2.6 A 2.6 A 0.7 A <br />14.6 B WB 1.6 A 1.4 A 0.5 A <br />NB 7.4 A 14.6 B 13.7 B <br />SB 14.5 B 8.9 A 7.3 A <br />Grey Fox Road & <br />Site Access 2 <br />(West) <br />Side <br />Street <br />Stop <br />EB 2.0 A 0.7 A 0.4 A <br />5.9 A WB 1.4 A 0.9 A 1.1 A <br />NB 4.3 A 3.8 A 3.2 A <br />SB 5.0 A 5.9 A 2.9 A <br />Based on the Design Year (2040) Build capacity analysis, the study intersections are anticipated to operate <br />at LOS B or better in the AM and PM peak hours. The SimTraffic reports are provided in Appendix D . All <br />95th percentile queues are anticipated to remain within their respective storage bays. <br />