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File: 18185 West 195 temp pump trk P� <br /> *.**************A****.k.k.k•k**********************k**** <br /> • CALIFORNIA DEPARTMENT OF TRANSPORTATION k <br /> * ENGINEERING SERVICE CENTER A' <br /> * DIVISION OF MATERIALS AND FOUNDATIONS * <br /> * Office of Roadway Geotechnical Engineering * <br /> * Date: 05-31-2019 Time: 10:10:00 <br /> •k**'k*******•k*•*****•k******************-}'k***•********* <br /> Project Identification - Soil Nail Wall <br /> WALL GEOMETRY <br /> Vertical Wail Height = 19.5 ft <br /> Wall Batter = 0.0 degree <br /> Angle Length <br /> (Deg) (Feet) <br /> First Slope from Wallcrest. = 26. 6 11.2 <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 = 12.0 ft <br /> End Surcharge - Distance from toe = 18.0 ft <br /> Loading Intensity - Begin = 1600.0 psf/ft <br /> Loading Intensity - End = 1600.0 psf/ft. <br /> Begin Second Surcharge - Distance from toe = 42.0 ft <br /> End Second Surcharge - Distance from toe = 48.0 ft <br /> Loading Intensity - Begin = 1600.0 psf/ft <br /> Loading Intensity - End = 1600.0 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 /> Scil Weight Angle Intercept Stress XSl YS1 XS2 YS2 <br /> Layer. (Pcf) (Degree) (Psf) (Psi) (ft) (ft) (ft) (ft) <br /> 1 130.0 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 39 of 180 <br />