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Brookglen Stormwater Detention Basin Traffic Impact Study 3.2.2 Existing Conditions with Rerouting Peak hour trips on the abandoned roadways were distributed onto the street system based on existing traffic patterns and street layout. Figure 7 shows the roadways that will be eliminated as part of this mitigation plan. Due to the abandonment of the roadways, intersection of Gladwyne Lane / Oakhaven Road will not exist. Stop signs are not necessary at the intersections of Gladwyne Lane/Ashwyne Lane and Gladwyne Land/Brookwood Drive as there is no conflicting turning movements. Therefore, LOS is not reported in redistributed conditions for the above two intersections. Existing conditions with rerouting analysis include remaining study intersections, showing a small increase in through trips. Figure 7 also shows the new lane configuration with rerouting that was used for this traffic analysis. Existing Conditions with Rerouting weekday AM and PM peak hour trips and LOS are presented in Figure 8. Traffic delays, v/c ratio, and LOS during weekday AM and PM peak hours are summarized in Table 5. Table 5 Intersection Level of Service Î Existing Conditions with Rerouting Intersection Weekday AM Peak Weekday PM Peak 1212 Movement LOS Delay V/C LOS Delay V/C Somerton Dive / Ashwyne Lane Eastbound A 9.9 0.01 A 9.4 0.01 Westbound A 9.3 0.01 A 9.3 0.01 Ashwyne Court / Ashwyne Lane Eastbound A 7.2 0.00 A 7.2 0.00 Southbound A8.4 0.01 A8.4 0.00 LOS Î Level of Service 1 Delay is in seconds per vehicle 2 V/C Î Volume to Capacity Ratio During weekday AM and PM peak hours, the two stop-controlled intersections in the study area continue to operate at LOS A, with similar levels of intersection delay. Detailed Synchro reports are included in Appendix C. Percent change in trips from the existing to the reconfigured conditions is shown in Figure 9. 10|Page