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<br />identified in the safety and access management chapters should be implemented as part of the <br />improvements. <br />Table 8-2: Future (2013) Study Intersection Performance with Improvements <br />AM Peak Hour PM Peak Hour <br />Operating <br />Scenario (by Intersection) <br />Standard <br />LOS V/C LOS V/C <br />th <br />W 11 Ave/Green Hill Rd <br />2008 Existing 0.80 V/C B 0.75 C 0.83 <br />2013 Future 0.80 V/C C 0.87 D 1.00 <br />th <br />2013 Future with 5-lane W 11 Ave 0.80 V/C B 0.57 B 0.61 <br />2013 Future with Dual-Lane Roundabout 0.80 V/C A 0.52 B 0.65 <br />th <br />W 11 Ave/Terry St <br />2008 Existing 0.80 V/C A 0.45 D 0.97 <br />2013 Future 0.80 V/C A 0.58 F 1.21 <br />2013 Future with Improvements 0.80 V/C A 0.56 B 0.74 <br />th <br />W 11 Ave/Danebo Ave-Willow Creek Rd <br />2008 Existing 0.80 V/C D 0.91 C 0.71 <br />2013 Future 0.80 V/C F 1.09 D 0.91 <br />2013 Future with Improvements 0.80 V/C E 0.91 D 0.85 <br />th <br />W 11 Ave/Beltline Rd <br />2008 Existing 0.80 V/C C 0.70 D 0.99 <br />2013 Future 0.80 V/C C 0.79 E 1.12 <br />2013 Future with Improvements 0.80 V/C B 0.47 C 0.74 <br />th <br />W 7 Ave/Chambers St <br />2008 Existing 0.85 V/C C 0.77 C 0.85 <br />2013 Future 0.85 V/C C 0.81 D 0.95 <br />2013 Future with Improvements 0.85 V/C C 0.73 C 0.91 <br />W 11th Ave/Bailey Hill Rd <br />2008 Existing LOS D C 0.80 C 0.76 <br />2013 Future LOS D C 0.85 D 0.96 <br />2013 Future with Improvements LOS D C 0.70 D 0.82 <br />W 11th Ave/Seneca Rd <br />2008 Existing LOS D A 0.41 B 0.81 <br />2013 Future LOS D A 0.45 D 0.98 <br />2013 Future with Improvements LOS D A 0.45 B 0.82 <br /> <br /> <br />th <br />West 11 Avenue Corridor Study September 4, 2009 <br />City of Eugene P07265-003-000 <br />63 <br />