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Grey Fox Road Redevelopment – Arden Hills <br />Traffic Impact Analysis │ July 2021 <br />10 <br /> <br />Table 5 – Design Year (2040) No-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 43.2 D 26.5 C 4.6 A <br />6.9 A WB 45.0 D 40.1 D 6.5 A <br />NB 7.6 A 3.7 A 0.7 A <br />SB 6.1 A 3.4 A 0.8 A <br />Grey Fox Road & <br />Site Access 1 (East) <br />Side <br />Street <br />Stop <br />EB 0.5 A 0.2 A 0.0 A <br />5.5 A WB 1.2 A 0.6 A 0.4 A <br />NB 5.5 A - - 3.0 A <br />SB 2.1 A 4.1 A 2.4 A <br />Grey Fox Road & <br />Site Access 2 <br />(West) <br />Side <br />Street <br />Stop <br />EB 1.7 A 0.1 A 0.0 A <br />5.4 A WB - - 0.2 A 0.1 A <br />NB 3.9 A 5.4 A 2.2 A <br />SB 3.7 A 3.9 A 3.4 A <br />PM Peak Hour <br />Lexington Avenue <br />& Grey Fox Road Signal <br />EB 37.8 D 27.2 C 10.4 B <br />10.7 B WB 35.6 D 28.0 C 7.7 A <br />NB 14.8 B 8.6 A 1.5 A <br />SB 15.2 B 7.4 A 1.5 A <br />Grey Fox Road & <br />Site Access 1 (East) <br />Side <br />Street <br />Stop <br />EB 2.8 A 1.7 A 1.3 A <br />14.5 B WB 1.7 A 0.7 A 0.2 A <br />NB 5.0 A 14.5 B 6.5 A <br />SB - - 5.9 A 4.0 A <br />Grey Fox Road & <br />Site Access 2 <br />(West) <br />Side <br />Street <br />Stop <br />EB 1.8 A 0.5 A 0.4 A <br />6.0 A WB 3.3 A 0.4 A 0.2 A <br />NB 4.2 A 5.7 A 3.0 A <br />SB 3.9 A 6.0 A 2.9 A <br />For Side Street Stop intersections, the worst individual movement was reported for the overall intersection LOS <br />Based on the Horizon Year (2040) No-Build capacity analysis, the study intersections are anticipated to <br />operate at LOS B or better in the AM & PM peak hours. Additionally, all individual movements are <br />anticipated to operate at a LOS D or better. The SimTraffic reports are provided in Appendix D. All 95th <br />percentile queues are anticipated to remain within their respective storage bays. <br />DESIGN YEAR (2040) BUILD CONDITIONS <br />The Design Year (2040) Build traffic volumes were developed from the addition of the Design Year (2040) <br />No-Build volumes in Exhibit 5 and the Site Trips in Exhibit 7. Exhibit 9 shows the Design Year (2040) <br />Build turning movement volumes. The site accesses were modeled as side street stop control. The results <br />of the analysis are provided in Table 6. <br />