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<br /> <br />th <br />910 <br />Figure 3-2: 24-Hour Bi-Directional Volumes (W. 11 Ave west of Chambers St) <br />th <br />The 85 percentile speed was within 5 mph of the posted speed limit at each of the selected locations, and <br />heavy vehicle usage (vehicles with three or more axles) ranged from 2 to 6 percent along the corridor. <br />Intersection Turn Movement Volumes <br />Intersection vehicle turn movement volumes were collected at the twenty-two study intersections listed <br />11 <br />previously during the AM (7:00 AM to 9:00 AM) and PM (4:00 AM to 6:00 PM) peak periods. No <br />th <br />seasonal adjustment factor (SAF) was applied to the traffic counts because the West 11 Avenue corridor <br />is an urban arterial that typically peaks during the weekday PM peak period and the purpose of this <br />analysis is to determine short-term low cost improvements for the corridor. It is intended that additional <br />th <br />30 highest hour analysis (i.e., with applicable SAFs) can be performed at a future date in preparation for <br />the actual design of any improvements. The AM and PM peak hour traffic volumes for the twenty-two <br />study intersections are shown in Figure 3-3. Also included in the figure are the lane configurations and <br />th <br />traffic control at the study intersections on West 11 Avenue. Appendix A provides the raw intersection <br />turn movement counts. <br /> <br />9 <br />th <br /> Includes couplet traffic on West 13 Avenue between Garfield Street and Chamber Street. <br />10 <br /> All Traffic Data, Wednesday December 12, 2007. Processed by DKS Associates. <br />11 <br /> All Traffic Data turn movement counts taken on Wednesday or Thursday, December 12-13, 2007 and Wednesday or Thursday, <br />February 13-14, 2008. <br /> <br /> <br />th <br />West 11 Avenue Corridor Study September 4, 2009 <br />City of Eugene P07265-003-000 <br />12 <br />