Laserfiche WebLink
File No. 20-1008-36 <br /> July 13, 1995 <br /> TABLE 2 - 1 <br /> BORROW AREA SOIL TEST SUMMARY <br /> Composition Percent Initial Estimated <br /> Sample of Mixed Material % Red Compacted Water Percent of Curve Permeability <br /> No. USCS Sand Silt Clay PI Clay yd pc f Content.% Compaction No. Cm/Sec. <br /> 1 CL 20 112.2 13.9 91.1 4 6.2E-7 <br /> 2 SC 20 112.9 16.3 91.6 4 2.1 E-7 <br /> 3 CL 30 113.6 16.3 94.7 1 3.9E-8 <br /> 4 SC 54 21 9 30 107.5 13.3 89.6 1 9.4E-9 <br /> 5 SC 56 22 8 30 106.2 15.8 90.8 2 4.9E-7 <br /> 6 CL 49 25 25 13 20 111.6 11.4 90.1 3 1.9E-7 <br /> 7 SC 59 19 22 10 20 115.1 12.2 93.4 4 1.0E-8 <br /> 8 CL 48 30 26 12 20 119.8 12.3 96.7 5 3.1 E-7 <br /> 22 <br /> 22 <br /> USCS Classification according to the Unified Soil Classification System <br /> PI Plasticity Index <br /> 7d Dry unit weight in pounds per cubic foot (pcf) <br /> ,ydmax Maximum dry unit weight per ASTM D-1557 Method "A" test procedure <br /> Curve Description xd max (pcfl Optimum Moisture Content % <br /> 1 CL SA (SC) 120.0 12.0 <br /> 2 CL SA (SC) 116.9 15.1 <br /> 3 SA CL (CL) 123.9 10.5 <br /> 4 CL SA (SC) 123.2 10.7 <br /> 5 SA CL (CL) 123.9 11.4 <br /> GSM.md CHI 195 <br /> Copyright 1995 Kkinfelder,Inc. <br />