Laserfiche WebLink
u oo' . nwi:N4 IIIN t oNoio ! Ei io 4 ,Nro!' II1 IIII 10 (l''" OOOniinnn IIII° i000l IIIN IIII ? <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 % „ Year 2 4 Il3aaselliilrne SeelrnalriiIpelraatiiolrns Anallysiis <br />AM Peak PM Peak <br />LOS Delay (sec.) LOS <br />CSAH 64 (1..81..st Avc)' A/A 8 A/A <br />CSAH 63 (Groan Valley Rd)* A/C 1..8 B/F <br />CSAH 63 (1..75th Ave.)'" A/A 7 A/A <br />1..70th Ave A8 1E3 <br />1.67th Avo'" A/C .1.. A/II::) <br />Ramsey Blvd"" A/A 7 WE <br />Sunfish IL....ake Blvd* A/A A/II3 <br />Al pina Dr"" 113 1..7 C <br />Sun wood Dr" A/II3 1..0 A/A <br />Dysprosium St" A/A 6 A/A <br />TH 47 113 1..5 C <br />',sick, stet:; controlled Into soct.l.ms show overall Into seal. n I OS tk_}IL}wcw:.l )y tho I OS of tPro woist. of the wk}1s1. I:iei1k}rntinP; <br />shown Is that ou tho worst. I:ierion ilni; approach., <br />Intersecting Roadway <br />Delay (sec.) <br />9 <br />56 <br />7 <br />w 3w3 <br />45 <br />1.2 <br />7 <br />7 <br />27 <br />C'ach., I)clay <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 />