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OWN= Asphalt Paving Company <br /> 18-3046 <br /> ENGINEERING <br /> Ralston Quarry Slope Stability <br /> TABLE 1: SUMMARY OF LABORATORY TEST RESULTS <br /> Sample Location Gradation Atterberg Limits <br /> Natural Natural LISCS <br /> Test Depth Gravel Sand Fines Equivalent Sample Descri tion <br /> Hole Moisture Dry Liquid Plasticity q p p <br /> Content Density Limit Index Classification <br /> No. (feet) (Y) (Pcf) (y %) N ( ) <br /> 1 13 10.0 121.2 46 34 14 SC Clayey SAND <br /> 1 18 24.5 95.2 80 59 33 (CH)s CLAY with Sand <br /> 2 2 19.5 108.3 90 53 30 CH CLAY <br /> 2 12 15.3 118.8 99 51 27 CH CLAY SHALE <br /> 3 9 25.1 93.4 76 62 38 1 (CH)s CLAY with Sand <br /> 3 19 16.2 114.8 95 52 29 CH CLAY SHALE <br /> 4 1 6.5 SD 28 30 11 SC Clayey SAND <br /> Lower Slope 0 17 83 48 25 (CL)s CLAY with Sand <br /> Mid-Slope 18 63 1 30 35 1 14 SC Clayey SAND <br /> SD indicates'Sample disturbed.' <br />