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Lennar – Little Canada <br />Traffic Analysis <br />April 25, 2022 <br />Page 14 <br /> <br /> <br /> <br />LOS and other Measure of Effectiveness (MOEs) were calculated from the models and are <br />discussed in the following sections for each analysis year. <br /> <br /> <br />Existing <br /> <br />Table 4 – Existing Traffic Operations shown below, summarizes the existing LOS and delays at <br />the primary intersections in the study area based on the current lane geometry, traffic control and <br />existing traffic volumes. <br /> <br />The analysis results show that all intersections are operating at overall LOS A during both the <br />weekday AM and PM peak hours. In addition, all movements during the AM and PM peak hours <br />are also operating at a LOS B or better. <br /> <br />The maximum movement queues do not exceed the storage lengths of the existing lanes at either <br />intersection for existing conditions except for the eastbound Little Canada Road (CSAH 21) <br />approach to Centerville Road (CSAH 19). The model shows that the maximum queue for this <br />approach could back up into the I-35E northbound ramp intersection, however the model <br />indicated that the average queue would exceed the available queue storage. <br /> <br /> <br />Table 4 – Existing Traffic Operations <br />C = Overall LOS, (D) = Worst movement LOS Source: WSB & Associates, Inc. <br /> <br /> <br />2025 No-Build <br /> <br />Table 5 – 2025 No-Build Traffic Operations shown below, summarizes the projected 2025 LOS <br />and delays at the primary intersections in the study area based on the current lane geometry and <br />traffic control without the proposed Lennar residential development traffic. <br /> <br />The analysis results show that all intersections will continue to operate at overall LOS B during <br />both the weekday AM and PM peak hours. In addition, all movements during the AM and PM <br />peak hours would continue to operate at a LOS B or better. <br /> <br />Like the existing conditions the maximum movement queues do not exceed the storage lengths of <br />the existing lanes at either intersection except for the eastbound Little Canada Road (CSAH 21) <br />approach to Centerville Road (CSAH 19) which could back up into the I-35E northbound ramp <br />intersection during only peak conditions. <br /> <br /> <br /> <br /> Control Intersection <br />AM Peak Hour PM Peak Hour <br />LOS Delay <br />(sec/veh) LOS Delay <br />(sec/veh) All-Way Stop Edgerton St (CSAH 58) at <br />Centerville Rd (CSAH 19 A (B) 7 (10) A (B) 7 (10) Signal Centerville Rd (CSAH 19) at <br />Little Canada Rd (CSAH 21) A (B) 9 (16) A (B) 9 (15)