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Adelaide Landing Residential Development Traffic Impact Analysis 1/31/2017 TH 61 & 137th Street North • The low volume westbound left turn movement recorded LOS-E most likely due to minimal adequate gaps in TH 61 traffic to complete the turn, resulting in longer vehicular delay. TH 61 & 1341h Street North • Likewise, the westbound low volume left turn movement recorded LOS-E most likely due to minimal adequate gaps in TH 61 traffic to complete the turn. TH 61 & 1301h Street North-- levels of service at this intersection may be improved with signal timing changes. 2040 Build Scenario Figure 8 shows the resulting traffic forecast for the 2040 Build condition. No other access points were presumed to be added between 2022 and 2040. Table 10 lists the traffic operation and queuing that will result from the 2040 Build scenario. In the 2040 Build condition, two intersections performed below LOS-D. TH 61 & 1301h Street North • Recorded LOS-E during both a.m. and p.m. peak hours. On a movement -by - movement basis, the westbound approach performed at LOS-F in the a.m. peak hour, while eastbound, westbound and northbound movements recorded LOS-E or lower during the p.m. peak hour. TH 61 & 1401h Street North • Recorded LOS-F for overall intersection performance in the p.m. peak hour. • Recorded LOS-F in the eastbound and northbound approached during the p.m. peak hour. • Recorded LOS-F in the southbound left turn approach. • Recorded excessive queuing in the eastbound approach during the p.m. peak hour. TH 61 & 1371h Street North • The westbound approach recorded LOS-F in the p.m. peak hour, most likely due to minimal adequate gaps in TH 61 traffic to complete the turn. • Queuing along northbound TH 61 extends through several intersections in the p.m. peak hour 34 Westwood