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III <br /> ADJUSTMENT FACTORS Page-2 <br /> PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE <br /> GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS <br /> EASTBOUND 0 . 00 90 20 N <br /> WESTBOUND 0 . 00 90 20 N <br /> NORTHBOUND 0 . 00 90 20 N <br /> SOUTHBOUND 0 . 00 90 20 N <br /> VEHICLE COMPOSITION <br /> 96 SU TRUCKS s COMBINATION <br /> AND RV' S VEHICLES % MOTORCYCLES <br /> EASTBOUND 0 0 0 <br /> WESTBOUND 0 0 0 <br /> illNORTHBOUND 0 0 0 <br /> SOUTHBOUND 0 0 0 <br /> CRITICAL GAPS <br /> TABULAR VALUES ADJUSTED SIGHT DIST. FINAL <br /> (Table 10-2) VALUE ADJUSTMENT CRITICAL GAP <br /> MINOR RIGHTS <br /> EB 5 .50 5 . 50 0 . 00 5 .50 <br /> WB 5 .50 5 .50 0 . 00 5 . 50 <br /> MAJOR LEFTS <br /> SB 5 . 00 5 . 00 0 . 00 5 . 00 <br /> NB 5 . 00 5 . 00 0 . 00 5 . 00 <br /> MINOR THROUGHS <br /> EB 6 . 00 6 . 00 0 . 00 6 . 00 <br /> WB 6 .00 6 . 00 0 . 00 6 . 00 <br /> MINOR LEFTS <br /> EB 6 .50 6 .50 0 . 00 6 .50 <br /> WB 6 .50 6 .50 0 . 00 6 .50 <br /> IIIIDENTIFYING INFORMATION <br /> NAME OF THE EAST/WEST STREET driveways <br /> NAME OF THE NORTH/SOUTH STREETSilver Lake Road <br /> DATE AND TIME OF THE ANALYSIS 03-19-1997 ; PM peak <br /> OTHER INFORMATION. . . . Build proposed development : Driveway D <br />