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TABLE 13-1 <br />ROADWAY LINK CAPACITIES10 <br />Facility <br />Type <br />Number <br />of Lanes <br />Level of Service Criteria With Associated Roadway Capacity <br />Daily Values (VPD) Peak Hour <br />Capacity <br />(VPH)11 <br />Level of Service (LOS) <br />A B C D E F <br />Principal 8-lanes <br />divided 45,000 52,500 60,000 67,500 75,000 -- 7,500 <br />Major 6-lanes <br />divided 33,900 39,400 45,000 50,600 56,300 -- 5,630 <br />Primary 4-lanes <br />divided 22,500 26,300 30,000 33,800 37,500 -- 3,750 <br />Divided <br />Collector <br />2-lanes <br />divided 9,000 12,000 15,000 20,000 22,000 -- 2,200 <br />Secondary 4-lanes <br />undivided 15,000 17,500 20,000 22,500 25,000 -- 2,500 <br />Commuter 2-lanes <br />undivided 7,500 8,800 10,000 11,300 12,500 -- 1,250 <br />V/C Ratio ≤ 0.600 0.601-0.700 0.701-0.800 0.801-0.900 0.901-1.000 ≥ 1.01 <br />Notes: <br /> VPD = vehicles per day <br /> VPH = vehicles per hour <br /> <br /> <br />10 Source: Most current Orange County Master Plan of Arterial Highways. <br />11 Peak hour capacity based on 10% of the daily LOS “E” capacity. <br />3-117