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<br /> <br /> <br /> NATURAL NATURAL Ci~COPIFiNED <br /> DEPTfI DRY P10ISTURE AT7ERBU ~G LIMITS C0~1PRESSIVE PERh1EABILITY k~FEk TG <br />L= 0'r SAi~iPLE DENSITY CONTENT LI_ Pi STRENGTH X10-4 SOIL FIGURE <br />:; (FE E7} (pcf) (%) (1) (%) (psf) (cm/sec) UESCRIPTIO°t N0. <br />1-1 3.0 119 8.5 25 i0 --- --- CLAY, silty, sandy 6 & 78 <br />1-1 10.5 121 8.2 27 10 --- 8.2 SAND and GRAVEL, 7 <br /> clayey <br />1-1 20.8 101 21.3 -- -- 3500 --- Weathered CLAYSTONE 21 <br /> lignaceous <br />1-1 21.1 113 17.9 --- --- --- --- CLAYS70NE BEDP,OCK 18 <br />1-2 9.0 114 16.9 --- --- 4900 --- CLAY, very silty 22 <br />1-2 14.0 --- 57.6 --- --- --- --- Weathered CLAYSTONE -- <br /> lignaceous <br />1-2 14.3 112 i9.4 --- --- --- --- CLAYSTONE BEDROCK 19 <br /> silty <br />1-3 14.0 113 17.9 --- --- 6750 --- CLAY 23 <br />2-1 4.0 116 13.9 29 10 --- 8.3 CLAY with sand 3 <br /> and bedrock pieces <br />2-L 3.5 83 14,4 --- --- --- --- CLAY, silty 19 <br />2-2 8.5 119 10.7 --- --- 8750 --- CLAY, very sandy 24 <br />7_-2 13.5 113 14.7 33 15 --- 4.0 SAND and GRAVEL 9 <br /> with clay and bed- <br /> rock pieces <br />3-1 12.0 82 15.6 --- --- --- ~--- SANDSTONE BEDROCK, 10 <br /> silty <br />a --i <br />a y <br />in w <br />ro r <br />m <br />0 <br />SUMMARY OF LA80RATORY TESTING <br />.~: <br />