Laserfiche WebLink
Soil Unit Material Type Density(pcf) Phi' (d. , C' (pcf) <br /> Overburden Overburden 83.4 27 0 <br /> Fz Topsoil Stockpile Overburden/Topsoil Mix 81.4 22 0 <br /> F1 Fines Reject Reject Sand and Gravel 87.2 30 0 <br /> • <br /> FOS =1 .9 (meets design criteria) <br /> Section D <br /> 7,450 7,450 <br /> 7,400 7,400 <br /> 7,350 7,350 <br /> 7,300 7,300 <br /> 7,250 7,250 <br /> 0 7,200 7,200 0 <br /> N 7,150 7,150 N <br /> N 7,100 7,100 N <br /> W 7,050 7,050 LlJ <br /> 71000 7,000 <br /> 6,950 6,950 <br /> 6,900 6,900 <br /> 200 400 600 80o 1,000 1,200 1,400 1,600 1,8W 2,000 2,2W <br /> Distance (ft) <br /> Note: TRANSIX MIX CONCRETE CO. <br /> 1. The factor of safety(FOS) is for the optimized slip surface calculated using the Spencer method in SLOPE/W HITCH RACK RANCH <br /> (Version 8.14). <br /> 2. Pseudo-static FOS Criteria>_ 1.3. Stability Analysis <br /> 3. Kx=0.036*g. Section D <br /> Closure— Pseudo-Static <br /> NORWEST Fig.DA <br /> Rev. A COR POR 11T ION <br />