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Adelaide Landing Residential Development <br />Traffic Impact Analysis <br />1/31/2017 <br />TH 61 & 137th Street North <br />The low volume westbound left turn movement recorded LOS-E most likely due to <br />minimal adequate gaps in TH 61 traffic to complete the turn, resulting in longer <br />vehicular delay. <br />TH 61 & 134th Street North <br />Likewise, the westbound low volume left turn movement recorded LOS-E most likely <br />due to minimal adequate gaps in TH 61 traffic to complete the turn. <br />TH 61 & 130th Street North-- levels of service at this intersection may be improved with <br />signal timing changes. <br />2040 Build Scenario <br />Figure 8 shows the resulting traffic forecast for the 2040 Build condition. No other access <br />points were presumed to be added between 2022 and 2040. <br />Table 10 lists the traffic operation and queuing that will result from the 2040 Build scenario. <br />In the 2040 Build condition, two intersections performed below LOS-D. <br />TH 61 & 1301h Street North <br />Recorded LOS-E during both a.m. and p.m. peak hours. On a movement -by - <br />movement basis, the westbound approach performed at LOS-F in the a.m. peak <br />hour, while eastbound, westbound and northbound movements recorded LOS-E or <br />lower during the p.m. peak hour. <br />TH 61 & 140th Street North <br />Recorded LOS-F for overall intersection performance in the p.m. peak hour. <br />Recorded LOS-F in the eastbound and northbound approached during the p.m. peak <br />hour. <br />Recorded LOS-F in the southbound left turn approach. <br />Recorded excessive queuing in the eastbound approach during the p.m. peak hour. <br />TH 61 & 1371h Street North <br />The westbound approach recorded LOS-F in the p.m. peak hour, most likely due to <br />minimal adequate gaps in TH 61 traffic to complete the turn. <br />Queuing along northbound TH 61 extends through several intersections in the p.m. <br />peak hour <br />34 Westwood <br />