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Planning Board - 110420 Attachment 1
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Planning Board - 110420 Attachment 1
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10/29/2020 10:49:09 AM
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Date
11/4/2020
Meeting Type
Regular Meeting
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Agenda
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110420 Virtual Planning Board Minutes
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\Advisory Boards and Commissions - Active\Orange County Planning Board\Minutes\2020
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Buc-ee’s – Efland, NC <br /> <br />18 <br /> <br />6.0 Capacity Analysis <br /> <br />Capacity is defined as the maximum number of vehicles that can pass over a particular road <br />segment or through a particular intersection within a set time duration. Capacity is combined with <br />Level-of-Service (LOS) to describe operating characteristics of a road segment or intersection. <br />LOS is a qualitative measure that describes operational conditions and motorist perceptions <br />within a traffic stream. The Highway Capacity Manual defines six levels of service, LOS A <br />through LOS F, with A representing the shortest average delays and F representing the longest <br />average delays. LOS D is the typically accepted standard for signalized intersections in urbanized <br />areas. For signalized intersections, LOS is defined for the overall intersection operation. <br /> <br />For unsignalized intersections, only the movements that must yield right-of-way experience <br />control delay. Therefore, LOS criteria for the overall intersection is not reported by <br />Synchro/SimTraffic Version 10 or computable using methodology published in the Highway <br />Capacity Manual. It is typical for stop sign controlled side streets and driveways intersecting <br />major streets to experience long delays during peak hours, while the majority of the traffic <br />moving through the intersection on the major street experiences little or no delay. <br /> <br />Table 6.0 lists the LOS control delay thresholds published in the Highway Capacity Manual for <br />signalized and unsignalized intersections, and all capacity analyses are included in the Appendix <br />and are briefly summarized in the following sub-sections. <br /> <br />Table 6.0 <br />Level-of-Service Control Delay Thresholds <br />Level-of- <br />Service <br />Signalized Intersections – <br />Control Delay Per Vehicle <br />[sec/veh] <br />Unsignalized Intersections – Average <br />Control Delay [sec/veh] & Qualitative <br />Operational Description <br />A ≤ 10 ≤ 10 <br />Short Delays B > 10 – 20 > 10 – 15 <br />C > 20 – 35 > 15 – 25 <br />D > 35 – 55 > 25 – 35 Moderate Delays E > 55 – 80 > 35 – 50 <br />F > 80 > 50 Long Delays <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />139
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