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<br />Page 5 <br /> <br />Attribute and Performance Measures Data Collection Locations <br />Speeding <br /> 85th Percentile Speed <br /> 50th Percentile Speed <br /> Percent of vehicles traveling above <br />speed limit <br /> Percent of vehicles traveling 10 mph <br />over speed limit <br />(Same locations for all measures) <br /> Between Eden Bower Ln and Lonesome Pine Rd <br /> Between McGarvey Rd and Jefferson Ave <br /> Between Highland Ave and Alameda de las Pulgas <br />Traffic Diversion <br /> Average daily traffic volume <br /> Traffic volume during peak hours (8 <br />AM to 9 AM and 5 PM to 6 PM) <br />Along corridor: <br /> Between Eden Bower Ln and Lonesome Pine Rd <br /> Between McGarvey Ave and Jefferson Ave <br /> Between Highland Rd and Alameda de las Pulgas <br />Parallel routes: <br /> Woodside Rd btw I-280 and Alameda de las Pulgas <br /> Woodside Rd between Alameda de las Pulgas and El <br />Camino Real <br /> Edgewood Rd btw I-280 and Alameda de las Pulgas <br /> Highland Rd between Laurel Way and Jefferson Ave <br /> Jefferson Ave between Utah Way and Farm Hill Blvd <br /> Dover Rd btw Lancaster Way and Alameda de las <br />Pulgas <br /> McGarvey Ave btw Farm Hill Blvd and Fernside St <br /> Lancaster Way btw Jefferson Ave and Harding Ave <br /> Bret Harte Dr btw Emerald Hill Rd and Glennan Dr <br /> <br />OBJECTIVE 1: <br />Reduce the vehicle crash rate by reducing the number of “conflict points”. A “conflict point” is <br />a location at which traffic paths routinely cross, merge, or diverge and are generally more prone <br />to near‐misses or collisions between vehicles than other locations on the roadway network. <br />Why: Historically, there have been a relatively high number of vehicle collisions along the corridor. By <br />reducing the number of conflict points, the number of vehicles collisions should be reduced. Figure 2 <br />shows a comparison of crossing and through conflict points for a four-lane undivided roadway and a <br />three-lane roadway with a TWLTL. As shown, the three-lane roadway significantly reduces the number <br />of conflict points. It should be noted that this diagram does not show turning movement conflict points. <br />Figure 3 shows a comparison of mid-block conflict points for a four-lane undivided roadway and a <br />three-lane roadway with a TWLTL. As shown, the three-lane roadway significantly reduces the number <br />of conflict points. It should be noted that this diagram only shows the movements from the roadway <br />onto a driveway, but not vice versa. <br /> <br /> <br />8.A. - Page 16