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<br /> <br />Table 8-1: Future (2013) Intersection Performance <br /> <br />AM Peak Hour PM Peak Hour <br />Operating <br />a <br />Intersection <br />Standard <br />Delay LOS V/C Delay LOS V/C <br />Signalized <br />th <br />(1) W 11 Ave/Green Hill Rd 0.80 V/C 27.0 C 0.87 43.2 D 1.00 <br />th <br />(3) W 11 Ave/Terry St 0.80 V/C 6.5 A 0.58 107.4 F >1.0 <br />th <br />(4) W 11 Ave/Danebo Ave-0.80 V/C >80.0 F >1.0 38.4 D 0.91 <br />Willow Creek Rd <br />th <br />(5) W 11 Ave/Beltline Rd 0.80 V/C 24.9 C 0.79 64.4 E >1.0 <br />th <br />(6) W 11 Ave/Commerce St LOS D 16.0 B 0.54 47.5 D 0.83 <br />th <br />(7) W 11 Ave/Bertelsen Rd LOS D 38.8 D 0.84 40.5 D 0.96 <br />th <br />(8) W 11 Ave/Bailey Hill Rd LOS D 34.2 C 0.85 48.6 D 0.96 <br />th <br />(9) W 11 Ave/Shopping Center LOS D 9.1 A 0.47 7.7 A 0.70 <br />th <br />(10) W 11 Ave/Seneca Rd LOS D 7.2 A 0.45 46.5 D 0.98 <br />th <br />(11) W 11 Ave/Tyinn St LOS D 2.3 A 0.48 9.4 A 0.71 <br />th <br />(12) W 11 Ave/Oak Patch Rd LOS D 11.7 B 0.56 9.2 A 0.64 <br />th <br />(13) W 11 Ave/Conger St LOS D 5.1 A 0.46 5.0 A 0.64 <br />th <br />(14) W 11 Ave/ McKinley St LOS D 5.4 A 0.53 10.9 B 0.63 <br />th <br />(15) W 11 Ave/City View St LOS D 9.5 A 0.62 8.9 A 0.69 <br />th <br />(16) W 11 Ave/Garfield St LOS D 16.2 B 0.65 24.9 C 0.78 <br />th <br />(17) W 11 Ave/Chambers St LOS D 16.6 B 0.74 24.8 C 0.88 <br />th <br />(19) W 13 Ave/Chambers St LOS D 17.6 B 0.66 20.4 C 0.73 <br />th <br />(20) W 6 Ave/Garfield St 0.85 V/C 11.5 B 0.75 9.9 A 0.77 <br />th <br />(21) W 7 Ave/Garfield St 0.85 V/C 17.3 B 0.61 22.4 C 0.78 <br />th <br />(22) W 7 Ave/Chambers St 0.85 V/C 28.7 C 0.81 52.2 D 0.95 <br /> <br />Unsignalized <br />th <br />(2) W 11 Ave/Ed Cone Blvd 0.80 V/C 34.6 A/D 0.25 39.0 A/E 0.78 <br />th <br />(18) W 13 Ave/Garfield St LOS D 15.2 A/C - 16.5 A/C - <br />Signalized intersection: Unsignalized intersection: <br />Delay = Average Intersection Delay (sec.) Delay = Critical Movement Approach Delay (sec.) <br />LOS = Level of Service LOS = Major Street LOS/Minor Street LOS <br />V/C = Volume-to-Capacity Ratio V/C = Critical Movement Volume-to-Capacity Ratio <br />Bold UnderlinedBold Underlined <br /> values do not meet standards. values do not meet standards. <br /> <br /> <br /> <br />th <br />West 11 Avenue Corridor Study September 4, 2009 <br />City of Eugene P07265-003-000 <br />60 <br />