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Exhibit 4-3_55A_BRISTOL WIDENING TRAFFIC STUDY
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Exhibit 4-3_55A_BRISTOL WIDENING TRAFFIC STUDY
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7/2/2014 7:46:43 AM
Creation date
1/29/2014 3:29:27 PM
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City Clerk
Agency
Public Works
Item #
55A
Date
2/4/2014
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1 OKS Associates <br />Table 3 -3 <br />Level of Service Interpretation <br />Delay Range Volume -to- <br />Level of <br />(Sec. per Capacity <br />Service Description <br />Vehicle] Ratio <br />A Excellent operation. All approaches to the intersection <br /><5 0.60 <br />appear quite open, turning movements are easily made, <br />and nearly all drivers find freedom of operation. <br />B Very good operation. Many drivers begin to feel <br />5.1 -15.0 .61 -30 <br />somewhat restricted within platoons of vehicles- This <br />represents stable flow. An approach to an intersection <br />may occasionally be fully utilized and traffic queues <br />start to form. <br />C Good operation. Occasionally drivers may have to 15.1 -25.0 .71 -.80 <br />wait more than 60 seconds, and back -ups may develop <br />behind turning vehicles. Most drivers feel somewhat <br />restricted. <br />D Fair operation. Cars are sometimes required to wait 25.140.0 .81 -.90 <br />more than 60 seconds during short peaks. There are <br />no long- standing traffic queues. This level is <br />typically associated with design_ practice for peak <br />periods, <br />E Poor operation. Some long- standing vehicular 40.1 -60.0 .91 -1.00 <br />queues develop on critical approaches to intersections. <br />Delays may be up to several minutes. <br />F Forced flow. Represents jammed conditions. Backups X60 Over 1.00 <br />from locations downstream or on the cross street may <br />restrict or prevent movement of vehicles out of the <br />intersection approach lanes; therefore, volumes carried <br />are not predictable. Potential for stop and go type <br />traffic Row. <br />Source: HighKvay Capacity Manual, Transportation Research Board, Special Report No. 209, Washington, D.C., 1985 <br />28657P90223A, Rpr 15 <br />
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