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ADJUSTMENT FACTORS Page-• <br /> PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE <br /> GRADE ANGLE FOR RIGHT TURNS FOR RIGHT TURNS <br /> EASTBOUND --- --- <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 /> % SU TRUCKS % COMBINATION <br /> AND RV' S VEHICLES % MOTORCYCLES <br /> EASTBOUND --- --_ <br /> WESTBOUND 0 0 0 <br /> NORTHBOUND 0 0 0 <br /> 411 <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 /> WB 5 .50 5 .50 0 .00 5 .50 <br /> MAJOR LEFTS <br /> SB 5 .50 5 .50 0 . 00 5 .50 <br /> MINOR LEFTS <br /> WB 7 . 00 7 .00 0 . 00 7 . 00 <br /> IDENTIFYING INFORMATION <br /> NAME OF THE EAST/WEST STREET DRIVEWAY E <br /> NAME OF THE NORTH/SOUTH STREETSILVER LAKE ROAD <br /> DATE AND TIME OF THE ANALYSIS O4-01-1997 ; PM PEAK <br /> OTHER INFORMATION. . . . BUILD DEVELOPMENT <br />