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CHAPTER 4 TRANSPORTATION 75 <br /> • 2. Interrupted Flow — (Signalized Intersections) The level of service for signalized <br /> intersections is quantified by use of a term called "loaded cycle." A signal or phase is <br /> considered to be "loaded" if vehicles arriving on any approach, having stopped for a red <br /> indication, fail to clear the signal on the next green indication. <br /> At level of service A, there are no loaded cycles. <br /> At level of service B, an occasional signal phase is fully utilized and platoons may <br /> begin to form. <br /> At level of service C, most drivers are beginning to feel some restriction, but not to <br /> an objectionable degree. <br /> At level of service D, excessive backups are avoided only because occasional <br /> periods of low demand allow the signals to catch up and clear out developing <br /> queues. <br /> At level of service E, capacity is reached. Delays may exceed several signal <br /> cycles. <br /> At level of service F, all approaches to the signal are jammed. Backups from <br /> • intersections beyond may prevent vehicles from clearing the intersections. <br /> 3. Design Capacity <br /> Level.of service C is generally used to establish design parameters. Corresponding <br /> traffic volume figures for various situations are: <br /> Freeways — 1350 vehicles per lane per hour. <br /> Signalized 4-Lane Arterials — total of 1500 vehicles per <br /> hour on the arterial with a moderate amount of cross <br /> traffic from the side street. <br /> Four Way Stop (two lane by two lane intersection) — <br /> maximum total of 1900 vehicles per hour for all four <br /> approaches. <br /> ANALYSIS OF YEAR 2000 LEVEL OF SERVICE METHODOLOGY <br /> By comparing future travel demand with the capacity of the existing roadway system it <br /> can be determined where increased capacity may be needed to maintain "C" level of service. <br />