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<br />th <br /> West 7 Avenue/Garfield Street <br />The traffic conflict analysis technique involves the observation and recording of traffic conflicts (near-miss <br />collision) and rating the degree of severity for each conflict event. This data is used to augment the <br />collision reports to provide the analyst with a more comprehensive understanding of physical and <br />behavioral conditions at the intersection. This methodology was used because collision data is not always <br />conclusive in determining the actual safety problems at intersection. <br />METHODOLOGY <br />DKS staff observed each of the five intersections during the AM, afternoon, and PM peak hours, in order <br />to evaluate actual vehicle conflicts that are occurring within the influence of the intersection. The traffic <br />conflict analysis provides insight into human-factors relating issues such as traffic control devices, <br />geometric design, environment, and driver behavior. A traffic conflict is defined as a point in time when <br />two vehicles approach the same space that requires one or both vehicles to take evasive action to avoid a <br />collision. Examples of evasive actions are braking, swerving, and accelerating. DKS staff observed <br />conflicts and recorded the location at each intersection and the conflict type. The conflicts were observed <br />for two days during the morning (7am 9am), afternoon (11am 1pm), and evening (4pm 6pm) peak <br />periods. Each intersection was observed for approximately one hour at a time during each peak period over <br />the two days. The methodology utilized in the observations is similar to the procedures provided in the <br />16 <br />Traffic Conflict Procedures Manual. <br />ANALYSIS <br />Intersection conflict diagrams have been prepared to illustrate the types and locations of the conflicts <br />observed in the field. Figures 5-1 through 5-5 illustrate the major conflicts that were observed during the <br />morning, afternoon, and evening peak periods. As illustrated in these figures, the majority of the conflicts <br />that were observed at the intersections were due to private driveways and unsignalized pedestrian <br />th <br />crossings. Multiple conflicts along West 11 Avenue occur at the driveways located adjacent to the <br />intersections, as well as offset driveways and intersections. Conflicts created by these driveways were left- <br />turn and right-turn conflicts, as well as vehicles queued along the travel lanes. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />16 <br />nd <br /> Traffic Conflict Procedures Manual, 2 Editions,Hamilton Associates, November 1996. <br /> <br /> <br />th <br />West 11 Avenue Corridor Study September 4, 2009 <br />City of Eugene P07265-003-000 <br />33 <br />