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<br />Table 3-4: Study Intersection Performance <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 17.0 B 0.76 20.6 C 0.84 <br />th <br />(3) W 11 Ave/Terry St 0.80 V/C 4.8 A 0.45 36.8 D 0.97 <br />th <br />(4) W 11 Ave/Danebo Ave-0.80 V/C 40.4 D 0.91 22.3 C 0.71 <br />Willow Creek Rd <br />th <br />(5) W 11 Ave/Beltline Rd 0.80 V/C 19.9 C 0.71 41.5 D 0.98 <br />th <br />(6) W 11 Ave/Commerce St LOS D 12.6 B 0.47 31.6 C 0.73 <br />th <br />(7) W 11 Ave/Bertelsen Rd LOS D 30.4 C 0.70 30.1 C 0.80 <br />th <br />(8) W 11 Ave/Bailey Hill Rd LOS D 29.8 C 0.80 31.0 C 0.76 <br />th <br />(9) W 11 Ave/Shopping Center LOS D 9.0 A 0.43 7.9 A 0.64 <br />th <br />(10) W 11 Ave/Seneca Rd LOS D 7.1 A 0.41 17.4 B 0.81 <br />th <br />(11) W 11 Ave/Tyinn St LOS D 2.2 A 0.44 9.1 A 0.67 <br />th <br />(12) W 11 Ave/Oak Patch Rd LOS D 10.7 B 0.51 8.2 A 0.59 <br />th <br />(13) W 11 Ave/Conger St LOS D 4.3 A 0.42 4.7 A 0.59 <br />th <br />(14) W 11 Ave/ McKinley St LOS D 5.1 A 0.48 9.0 A 0.59 <br />th <br />(15) W 11 Ave/City View St LOS D 8.8 A 0.58 7.4 A 0.63 <br />th <br />(16) W 11 Ave/Garfield St LOS D 15.2 B 0.61 21.6 C 0.75 <br />th <br />(17) W 11 Ave/Chambers St LOS D 15.5 B 0.70 23.0 C 0.86 <br />th <br />(19) W 13 Ave/Chambers St LOS D 16.7 B 0.63 18.8 B 0.70 <br />th <br />(20) W 6 Ave/Garfield St 0.85 V/C 10.4 B 0.74 9.2 A 0.74 <br />th <br />(21) W 7 Ave/Garfield St 0.85 V/C 17.1 B 0.56 19.9 B 0.67 <br />th <br />(22) W 7 Ave/Chambers St 0.85 V/C 26.9 C 0.77 27.6 C 0.81 <br /> <br />Unsignalized <br />th <br />(2) W 11 Ave/Ed Cone Blvd 0.80 V/C < 5.0 A/A 0.22 26.0 A/D 0.71 <br />th <br />(18) W 13 Ave/Garfield St LOS D 13.1 A/B - 15.2 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 />a <br />Numbers correspond to Figure 3-3. <br /> <br />During the AM peak hour, mobility standards are not met at one intersection, and during the PM peak <br />hour, mobility standards are not met at three intersections. The intersections are listed below: <br />th <br /> West 11 Avenue/Green Hill Road (PM peak hour) <br />th <br /> West 11 Avenue/Terry Street (PM peak hour) <br /> <br /> <br />th <br />West 11 Avenue Corridor Study September 4, 2009 <br />City of Eugene P07265-003-000 <br />15 <br />