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1 <br />DKS Associates <br />Table 3 -1 <br />Roadway Capacity Values <br />Freewavl ransoortation Corridors <br />Freeway Sizes At Level of Service D <br />4 lanes 65,000 <br />6 lanes 115,000 <br />8 lanes 145,000 <br />10 lanes 175,000 <br />Arterial 1-1i¢hwa <br />Level of Service <br />Tae of Arterial A B C D E F <br />6 lanes divided <br />36,000 <br />40,400 <br />45,000 <br />49,500 <br />54,000 ' <br />4 lanes divided <br />24,000 <br />27,000 <br />30,000 <br />33,000 <br />36,000 <br />4 lanes (undivided) <br />16,000 <br />18,000 <br />20,000 <br />22,000 <br />24,000 ' <br />2 lanes (undivided) <br />5,000 <br />7,500 <br />10,000 <br />12,500 <br />15,000 ' <br />' Maximum average daily traffic (ADT) <br />Ilse roadway capacities are We of thumb" figures only, to be used at the General Plan keel. They are affected by such <br />factors as intersections (numbess and conGguralion), degree of aoens control, roadway grades, design geomelrics (horizontal <br />and vertical alignment standards), sight di5tanre, level of Huck and bas traffic, and Invel of pedestrian and bicycle IrafGc. <br />Source: Orange Comfy Grn al Plan - Masts Plan of An I HiAway Componi=, County of Orange, Environmental <br />Agency, 1982 <br />22657 P902ZW RM <br />11 <br />75C -543 <br />