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File: 16185 South 1.3 parking temp Pa< <br /> ****** ******************************************** <br /> • CALfFORNIA DEPARTMENT OF TRANSPORTATION <br /> ENGINEERING SERVICE CENTER <br /> * DIVISION OF MATERIALS AND FOUNDATIONS <br /> * Office of Roadway Geotechnical Engineering <br /> * Date: 05-30-2019 Time: 15:19:27 * <br /> ********w***********x******************x*********** <br /> Project Identification -- Soil Nail Wall <br /> WALL GEOMETRY <br /> Vertical Wall Height = 13.0 ft <br /> Wall Batter = 0.0 degree <br /> Angle Length <br /> (Deg) (Feet) <br /> First Slope from Wallcrest. = 0.0 0.0 <br /> Second Slope from 1st slope. = 0.0 0.0 <br /> Third Slope from 2nd slope. = 0.0 0.0 <br /> Fourth Slope from 3rd slope. = 0.0 0.0 <br /> Fifth Slope from 3rd slope. = 0.0 0.0 <br /> Sixth Slope from 3rd slope. = 0.0 0.0 <br /> Seventh Slope Angle. = 0.0 <br /> SLOPE BELOW THE WALL. <br /> There is NO SLOPE BELOW THE TOE of the wall <br /> -- SURCHARGE <br /> THE SURCHARGES IMPOSED ON THE SYSTEM ARE: <br /> Begin Surcharge - Distance from toe = 0.0 ft <br /> End Surcharge - Di.stance from toe = 25.0 ft <br /> Loading Intensity - Begin = 250.0 psf/ft <br /> Loading Intensity - End = 250.0 psf/ft <br /> OPTION #1 <br /> Factored Punching shear, Bond & Yield Stress are used. <br /> SOIL PARAMETERS <br /> Unit Friction Cohesion Bond* Coordinates of Boundary <br /> Soil Weight Angle Intercept Stress XSl YSl XS2 Y02 <br /> Layer (Pcf) (Degree) (Psf) (Psi) (ft) (ft) (ft) (ft) <br /> l 130 .0 35.0 250.0 8.3 0 .0 0.0 0.0 0.0 <br /> * Bond Stress also depends on BSF Factor in Option #5 when enabled. <br /> 18185E Page 70 of 180 <br />