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<br />Page 9 <br /> <br />OBJECTIVE 3: <br />Ensure there are not substantial increases to vehicle corridor travel times and/or significant <br />intersection delays <br />Why: Although increasing safety for everyone is the overarching goal, the Council was concerned that <br />the vehicle travel times could increase substantially as a result of the pilot. Analysis before the pilot <br />predicted that the longest average delays would occur during peak commute times, and could result in <br />an increase in average delay of 1-2 minutes. <br />Measurement: Multiple criteria were used to assess delays along the corridor: average peak period <br />travel time, average off‐peak travel time, and average intersection vehicle delay. <br />Travel Times <br /> <br />TJKM Traffic Consultants conducted travel time surveys for the corridor, before, during and after the <br />pilot project. The purpose of a travel time study is to evaluate the quality of traffic movement along a <br />route and to determine the locations, types, and extent of traffic delays by using a moving test vehicle <br />(a travel time “run”). This study method can be used to compare operational conditions before and after <br />roadway or intersection changes. Travel time runs were performed on Farm Hill Boulevard/Jefferson <br />Avenue between Woodhill Drive and Alameda de las Pulgas during the morning, midday and evening <br />periods. TJKM used the Tru‐Traffic software system with a GPS unit to collect the travel times. Travel <br />times were initially collected for the Post-Pilot in July 2016, exactly one year after the Pre-Pilot data, <br />but supplemental travel time surveys were collected in September 2016 to determine if the travel times <br />increased once local schools were back in session. <br /> <br />Travel time data was collected from 7:00 AM ‐ 9:00 AM, 1:00PM ‐ 3:00 PM, and 5:00 PM ‐ 7:00 PM for <br />the AM, midday, and PM peak periods, respectively. It should be noted that a small sample size was <br />collected with approximately 20 runs total (10 in each direction) being completed during each period <br />and then averaged. Table 6 summarizes the findings of the travel time study. <br /> <br />Outcome: The largest change in travel time from July 2015 to July 2016 was in the midday period, <br />heading towards downtown, where the average run was 33 seconds less after the pilot. Generally, the <br />average travel times decreased for all time periods in both directions, which was unexpected. The pilot <br />project reduced the number of lanes along Farm Hill Boulevard/Jefferson Avenue which was anticipated <br />to increase the travel time. However, the travel time surveys showed a decrease in the intersection <br />delay, which is the main reason for the decrease in average travel time. This decrease in intersection <br />delay was due to improvements in the signal timing operations at the signalized intersections. <br />Supplemental travel time surveys were collected in September 2016 to determine if travel times <br />decreased once local schools were back in session. As shown in Table 6, the average travel time <br />decreased for a majority of the time periods in both directions, with exception to the westbound direction <br />in the AM peak. The average travel time increased by 42 seconds, which was due to the increased <br />signal delay. <br />8.A. - Page 20