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21 ATTACHMENT 4
City of Pleasanton
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CITY CLERK
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2022
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122022
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21 ATTACHMENT 4
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12/16/2022 12:48:43 PM
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r. <br /> Analysis Methods <br /> The operations of roadway facilities are described with the term "level of service" (LOS). LOS is a <br /> qualitative description of traffic flow from a vehicle driver's perspective based on factors such as <br /> speed,travel time, delay, and freedom to maneuver. Six levels of service are defined ranging from <br /> LOS A (free-flow conditions)to LOS F (over-capacity conditions). LOS E corresponds to operations <br /> "at capacity."When volumes exceed capacity, stop-and-go conditions result, and operations are <br /> designated LOS F. <br /> Signalized Intersections <br /> Traffic conditions at signalized intersections were evaluated using methods developed by the <br /> Transportation Research Board (TRB),as documented in the Highway Capacity Manual 2000 <br /> Edition for vehicles.The HCM method calculates control delay at an intersection based on inputs <br /> such as traffic volumes, lane geometry, signal phasing and timing, pedestrian crossing times, and <br /> peak hour factors. Control delay is defined as the delay directly associated with the traffic control <br /> device (i.e., a stop sign or a traffic signal) and specifically includes initial deceleration delay, queue <br /> move-up time, stopped delay, and final acceleration delay. The relationship between LOS and <br /> control delay is summarized in Table 1. <br /> Unsignalized Intersections <br /> For unsignalized (all-way stop controlled and side-street stop controlled) intersections,the HCM <br /> 2000 method for unsignalized intersections was used.With this method, operations are defined <br /> by the average control delay per vehicle (measured in seconds).The control delay incorporates <br /> delay associated with deceleration, acceleration, stopping, and moving up in the queue.Table 2 <br /> summarizes the relationship between LOS and delay for unsignalized intersections.At side-street <br /> stop-controlled intersections, the delay is calculated for each stop-controlled movement,the left <br /> turn movement from the major street, as well as the intersection average.The intersection <br /> average delay and highest movement/approach delay are reported for side-street stop- <br /> controlled intersections. <br />
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