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D, .,~s~~~i~t~~ <br />~~ie?i~l~a"1'CDIi ~~~,1'If~h~ S~i~l3"I~IClk~1S <br />Table 2 <br />Existing AM/PM Peak Hour <br />Study Intersection AM Peak Hour PM Peak Hour <br />I_ <br />Delay LOS V/C Delay LOS V/C <br /># . ..Traffic Signal Control <br />4 6th Avenue/High Street 16.8 B 0.68 29.3 C 0.91 <br />S 7th Avenue/High Street 6.4 A 0.41 17.3 B 0.83 <br />9 Broadway/Mill Street 8.1 A 0.69 14.4 B 0.88 <br />11 Broadway/Hilyard Street 18.1 B 0.87 15.5 B 0.79 <br /># Two-way STOP Control <br />6 8th Avenue/Mill Street A/A A/A <br />~; 7 8th Avenue/Ferry Street A/A A/A <br />', 8 8th Avenue/Hilyard Street* A/A A/A <br />10 Broadway/Patterson Street** C/- F/- <br /># All-tivr~y STOP Control <br />1 3rd Avenue/Mill Street I A A <br />2 4`h Avenue/Mill Street A A <br />3 4`h Avenue/High Street A A <br />Delay Average vehicle delay in seconds for all inoveinents at signalized intersection. <br />LOS Level-of-service. "A/A" refers to level of service of left turning traffic from major street and the average level <br />of service of traffic turning from the minor street onto the major street. "A" refers to highest average level of <br />service for all approaches at all-way stop controlled intersections. <br />V/C Highest calculated volume-to-capacity ratio for individual movements at intersection. <br />Note: Existing delay, level-of-service, and V/C ratios might be slightly different from Downtown Eugene <br />Circulation and Signal Coordination Transportation Stzrdy (August 2003) due to different count data and <br />different peak hour factors. <br />* 8`" Avenue/Hilyard Street intersection is subject to unpredictable delays from the adjacent UPRR at-grade <br />crossing. <br />** No minor street left turn. <br />During the peak hours, all signalized study intersections operate at LOS C or better. All <br />signalized intersections currently have V/C ratios lower than 0.91 (ranging between 0.41 and <br />0.91). There is one unsignalized intersection during the PM peak that operates under the <br />preferred minimum standard (LOS E) by the City of Eugene.6 This is the intersection of <br />Broadway/Patterson Street, which experiences LOS F on the minor movement (westbound left <br />turn from Broadway to Patterson Street). <br />5 Traffic counts were conducted on various weekdays during March through May of 2002 at study area <br />.' intersections. <br />6 Transplant the Eugene-Sprin~eld Transportation System Plan, Lane Council of Governments, Eugene, Oregon, <br />Dec. 2001, Chapter 2. <br />~` ~! Eugene Triad Hospital Relocation Analysis Page 6 of 17 <br />