Laserfiche WebLink
Eugene Water & Electric Board (EWEB) Master Planned Development <br />Traffic Impact Analysis <br />October 2012 <br />pedestrian phases would not be provided recognizing grade- separated pedestrian /bicycle <br />crossings are provided via 4th Avenue and the Southbank Ruth Bascom path under the Ferry <br />Street Bridge). <br />Table 7 summarizes the operations under the mitigation alternative. <br />Table 7 4 Avenue /Coburg Road Intersection Mitigation (2021 Total Traffic Conditions) <br />Mitigation <br />Weekday <br />Delay <br />AM Peak <br />LOS <br />Hour Weekday <br />WC Delay <br />PM Peak Hour <br />LOS V/C <br />Traffic Signal 1,2 <br />' Signal warrants 1, 2, and 3 are met at this intersection based on the Manual on Uniform Traffic Control Devices (MUTCD) (Reference 4). <br />Z Free right -turn phasing was assumed on the northbound approach. <br />As shown in Table 7, a traffic signal with dual westbound right -turn lanes will operate at acceptable <br />levels of service for the Central Area Transportation Study area (LOS E) during the weekday a.m. and <br />p.m. peak hours; however, westbound right -turn movements will operate at capacity (v /c = 1.0) and <br />northbound through movements will operate over capacity (v /c > 1.0) during the peak 15 minutes of <br />the peak hour. Coburg Road has been identified by city staff as a "congested corridor" and the new <br />traffic signal will essentially act as a meter, creating gaps for westbound traffic to turn into the Coburg <br />Road northbound traffic stream that would otherwise have insufficient gaps for a turn maneuver. <br />Appendix `K" contains the year 2021 mitigated total traffic level -of- service worksheets. <br />I VA ' Kittelson & Associates, Inc. 47 <br />