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SUPPLEMENTAL MATERIALS
City of Pleasanton
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CITY CLERK
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2025
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021825 REGULAR
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SUPPLEMENTAL MATERIALS
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8/13/2025 12:05:26 PM
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8/13/2025 12:01:37 PM
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CITY CLERK
CITY CLERK - TYPE
AGENDA REPORT
DOCUMENT DATE
2/18/2025
DESTRUCT DATE
15Y
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Mike Tassano January 31, 2025 <br />Page 15 of 37 <br />Table 2: Signalized Intersection LOS Criteria <br />Level of <br />Service Description Delay in <br />Seconds <br />A <br />Progression is extremely favorable, and most vehicles arrive during the green <br />phase. Most vehicles do not stop at all. Short cycle lengths may also contribute to low delay. < 10.0 <br />B Progression is good, cycle lengths are short, or both. More vehicles stop than with LOS A, causing higher levels of average delay. > 10.0 to 20.0 <br />C Higher congestion may result from fair progression, longer cycle lengths, or both. Individual cycle failures may begin to appear at this level, though many <br />still pass through the intersection without stopping. <br />> 20.0 to 35.0 <br />D <br />The influence of congestion becomes more noticeable. Longer delays may <br />result from some combination of unfavorable progression, long cycle lengths, or high V/C ratios. Many vehicles stop, and the proportion of vehicles not stopping declines. Individual cycle failures are noticeable. <br />> 35.0 to 55.0 <br />E This level is considered by many agencies to be the limit of acceptable delay. These high delay values generally indicate poor progression, long cycle lengths, and high V/C ratios. Individual cycle failures are frequent occurrences. > 55.0 to 80.0 <br />F <br />This level is considered unacceptable with oversaturation, which is when arrival <br />flow rates exceed the capacity of the intersection. This level may also occur at <br />high V/C ratios below 1.0 with many individual cycle failures. Poor progression and long cycle lengths may also be contributing factors to such delay levels. <br />> 80.0 <br />Source: Highway Capacity Manual, 2000 Edition (Transportation Research Board). <br />Intersection Operations <br />Intersection operations for the two study scenarios were evaluated using the methods previously <br />described. The analysis results for both scenarios are presented in Table 3 and show that the <br />extension alleviates traffic operations along Santa Rita Road, having its greatest effect on the <br />Santa Rita Road/Stoneridge Drive intersection. No new intersections would operate under <br />deficient traffic operations conditions with the extension. <br />
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