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im <br />911111110 <br />uuu <br />Turning movements were estimated for the year 2040 No Improvement and Baseline scenarios. The <br />future year turning movements were estimated using the existing turning movements and adjustments <br />were applied based on future traffic growth and travel pattern shifts predicted for each scenario. These <br />future year turning movements were evaluated in the traffic operations model to evaluate the <br />performance of each scenario. The results of the future year traffic operations analysis are reported as <br />level of service (LOS) and include estimated delay at each approach. <br />2140 III" 4 IIII iiir ul iiu lor <br />1.313,3venriptlonitiiil m a iiil°fill"° <br />The Year 2040 No Improvement Scenario includes the year 2040 SE data assumptions and the existing <br />year 2018 roadway network. To determine how the CSAH 5 corridor will accommodate the Year 2040 <br />No Improvement Scenario forecasts, an intersection capacity analysis was completed using <br />Synchro/SimTraffic software. Results of the Year 2040 No Improvement Scenario capacity analysis <br />are shown in Table 7. <br />Table "7: Year 2 4 Iles IIIrnlprrvelmenrnt Scenic' ipelraatonallysiis <br />AM Peak PM Peak <br />Intersecting Roadway <br />LOS <br />CSAH 64 (1..81..st Ave)'" A/A <br />CSAH 63 (Groan Valley Rd)* A/C <br />CSAH 63 (1..75th Ave.)* A/A <br />1.70th Ave A8 <br />1.67th Ave* A/C 1..6 <br />Ramsey Blvd"" A/A 7 <br />Sunfish IL....ake Blvd* A/A <br />Al pine D 113 <br />Su11wood 11::1r"" A/113 ..3 <br />Dysprosium St'° A/A 9 <br />T111 47 113 1.. <br />' sido stop controlled Intc`iscct.lons show ovcrall Intc`isoction 1 OS f.}IL}wc`r..l by thc` 1 OS ot <br />Shown is that ot thc` worst. performing approach., <br />Delay (sec.) <br />8 <br />LOS Delay (sec.) <br />A/A 9 <br />C/F 71 <br />A/ A 7 <br />113 1..7 <br />A/ II::) w3w3 <br />A/ C 25 <br />A/ 113 1.2 <br />113 20 <br />A/A 1.0 <br />A/ A c� <br />orst }t the wk.}is.. I:iei1.}rn <br />oar ,Pr 1 k`lay <br />Results of the Year 2040 No Improvement scenario capacity analysis indicate that all study <br />intersections currently operate at an overall acceptable overall LOS C or better during the weekday <br />peak hours. The westbound approach at the CSAH 62 (Green Valley Road) intersection operates at a <br />LOS F with a delay of 71 seconds. <br />15 <br />