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<br /> <br />CENTERVILLE RD (CSAH 21/CSAH 59) AT ASH ST (CR J)/WILKINSON LAKE BLVD PAGE 17 <br />ICE REPORT <br />S.A.P. TBD <br />WSB PROJECT NO. 2988-080 <br />CITY OF LINO LAKES, MN <br /> <br /> <br />All-Way Stop Analysis <br /> <br />2016 (Existing Conditions): The analysis of the 2016 conditions with existing lane geometrics <br />and all-way stop control show the intersection of Centerville Road (CSAH 21/CSAH 59) at Ash <br />Street (CR J) is operating at an overall LOS F in the AM peak hour and LOS E in the PM peak <br />hour. Specifically the southbound approach and the westbound right turn movements are <br />showing unsatisfactory levels of service. The results of the existing condition traffic operations <br />analysis are summarized in Table 5. Detailed modeling results are provided in Appendix D. <br /> <br />Table 5: 2016 Existing Condition Operations Summary <br />Intersection AM Peak PM Peak Control Location Appr <br />Movement Delay (LOS) <br />Intersection <br />Delay(LOS) <br />Movement Delay (LOS) Intersectio <br />n <br />Delay/LOS Left Through Right Left Through Right Stop Centerville Rd <br />(CSAH 21/CSAH 59) <br />at Ash St (CR J) <br />NB 12.2 (B) 9.4 (A) <br />67.0 (F) <br />20.6 (C) 12.7 (B) <br />43.0 (E) WB 16.0 (C) 13.9 (B) 11.7 (B) 36.3 (E) <br />SB 117.1 (F) 76.8 (F) <br />EB 11.5 (B) 13.3 (B) Stop Ash St at 20th <br />Ave/I35E Ramp <br />WB 8.8 (A) <br />3.1 (A) <br />8.7 (A) <br />1.9 (A) SB 15.6 (C) 20.1 (C) <br />EB 8.3 (A) 9.2 (A) <br /> <br />2018 No-Build Conditions: Similar to the existing condition analysis the 2018 no-build <br />conditions with existing lane geometrics and all-way stop control show the intersection would be <br />operating at an overall LOS F in the AM and PM peak hours. Specifically the southbound <br />approach and the westbound right turn movements are showing unsatisfactory levels of service. <br />The results of the 2018 no-build condition traffic operations analysis are summarized in Table 6. <br />Detailed modeling results are provided in Appendix D. <br /> <br />Table 6: 2018 No Build Condition Operations Summary <br />Intersection AM Peak PM Peak Control Location Appr <br />Movement Delay (LOS) <br />Intersection <br />Delay(LOS) <br />Movement Delay (LOS) Intersectio <br />n <br />Delay/LOS Left Through Right Left Through Right Stop Centerville Rd <br />(CSAH 21/CSAH 59) <br />at Ash St (CR J) <br />NB 12.5 (B) 9.5 (A) <br />76.5 (F) <br />22.5 (C) 13.2 (B) <br />51.1 (F) WB 16.5 (C) 14.4 (B) 11.9 (B) 42.7 (E) <br />SB 135.2 (F) 93.7 (F) <br />EB 11.7 (B) 13.7 (B) Stop Ash St at 20th <br />Ave/I35E Ramp <br />WB 8.6 (A) <br />3.3 (A) <br />8.8 (A) <br />1.9 (A) SB 15.7 (C) 21.1 (C) <br />EB 8.4 (A) 9.3 (A) <br /> <br /> <br /> <br /> <br />