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Agenda - Council - 01/23/2024
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Agenda - Council - 01/23/2024
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3/13/2025 10:01:09 AM
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1/22/2024 3:44:04 PM
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Meetings
Meeting Document Type
Agenda
Meeting Type
Council
Document Date
01/23/2024
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Year 2040 Baseline Scenario <br /> The year 2040 Baseline Scenario includes the year 2040 SE data and all programmed roadway network <br /> improvements. CSAH 5 is a 2-lane undivided section with 8-foot shoulders under this scenario. To <br /> determine how the CSAH 5 corridor will accommodate the Year 2040 Baseline Scenario forecasts,an <br /> intersection capacity analysis was completed using Synchro/SimTraffic software. Results of the Year <br /> 2040 No Improvement Scenario capacity analysis are shown in Table 8. <br /> Table 8:Year 2040 Baseline Scenario Operations Analysis <br /> AM Peak PM Peak <br /> Intersecting Roadway <br /> LOS Delay(sec.) LOS Delay(sec.) <br /> CSAH 64 (181st Ave)* A/A A/A <br /> CSAH 63 (Green Valley Rd)* A/C B/F 56 <br /> CSAH 63 (175th Ave)* A/A A/A 7 <br /> 170th Ave A B 18 <br /> 167th Ave* A/C A/D 33 <br /> Ramsey Blvd* A/A A/E 45 <br /> Sunfish Lake Blvd* A/A 5 A/B 12 <br /> Alpine Dr* B 17 C 21 <br /> Sunwood Dr* A/B 10 A/A 7 <br /> Dysprosium St* A/A 6 A/A 7 <br /> TH 47 B 15 C 27 <br /> *Side stop-controlled intersections show overall intersection LOS followed by the LOS of the worst of the worst performing approach. Delay <br /> shown is that of the worst performing approach. <br /> Results of the Year 2040 Baseline scenario capacity analysis indicate that all study intersections <br /> currently operate at an overall acceptable overall LOS C or better during the weekday peak hours. <br /> Both the CSAH 63 (Green Valley Road) and Ramsey Boulevard intersections have approaches which <br /> operate below LOS C. Additionally, the results of the Year 2040 Baseline scenario capacity forecasts <br /> showed that the improvements to US Highway 10 are expected to shift traffic from TH 47 to CSAH <br /> 56 (Ramsey Boulevard) and CSAH 57 (Sunfish Lake Boulevard). The operations results shown here <br /> demonstrate that the CSAH 56 northbound approach to CSAH 5 deteriorates to a poor level of service <br /> when accounting for the traffic shift anticipated from the improvement to US Highway 10. <br /> 16 <br />
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