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III. Environmental Setting,Impacts, and Mitigations <br /> D. Transportation and Circulation <br /> TABLE III.D.2: EXISTING A.M.PEAK-HOUR INTERSECTION LEVELS OF SERVICE <br /> Intersection Level of Service/a/ <br /> (Major Street/Minor Street) Major Street Minor Street <br /> Mariposa Road/Austin Road A A <br /> Austin Road/Arch Road A A <br /> French Camp Road/Austin Road A A <br /> /a/ Level of service determination is for left turns from the major street to the minor street,and <br /> for the movement from the minor street to the major street with the worst service level, <br /> generally the minor street left turn. Level of service calculations took into account the effect <br /> of trucks in the traffic stream by applying the Passenger-Car Equivalents factor of one truck <br /> equal to two passenger cars. <br /> SOURCE: Environmental Science Associates,Inc., 1993. <br /> TABLE III.D.3: REPORTED ROADWAYS ACCIDENTS IN PROJECT AREA(1990- 1992) <br /> RoadwU 1990 1991 im 3-Year Total <br /> -Austin Road 1 4 4 9 <br /> (Mariposa-French Camp) (PD) (1 I; 3 PD) (2 I; 2 PD) (3 I; 6 PD) <br /> - Mariposa Road 4 0 8 12 <br /> (SR 99 -Austin Road) (2 I; 2 PD) (1 F; 2 I;5 PD) (1 F;4 I;7 PD) <br /> -French Camp Road 7 5 3 15 <br /> (SR 99-Austin Road) (3 I;4 PD) (1 F;4 I) (11; 2 PD) (1 F; 8 I;6 PD) <br /> Abbreviations: F=Fatal Accident; I=Injury Accident;PD=Property Damage Only <br /> SOURCE: San Joaquin County Department of Public Works, 1993. <br /> III.D.5 <br />