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TEST HOLE NO. <br />DEPTH <br />(FEET) <br />LL <br />PI <br />SPECIFIC GRAVITY ' <br />MOISTURE CONTENT (2) <br />LABORATORY NUMBER <br />S -20 <br />25 -30 ft. <br />45 <br />24 <br />CLAY <br />22.3 <br />2113 <br />CLASSIFICATION Sandy lean clay (CL) <br />( <br />I 08LES <br />SAND <br />SILT <br />AND <br />CLAY <br />conRacGRA IEL <br />/IMC <br />COMM <br />( <br />M <br />0o . <br />I <br />FIN( <br />100 <br />90 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />6" <br />3" <br />too pO so <br />111 1 1 l 1 1 <br />1 , " " ,. <br />hu <br />20 ip SO <br />1 Ill 1 1 1 1 <br />• UNIFIED SOIL CLASSIFICATION <br />U.S. STANDARD SIEVE SIZES <br />4 10 20 40 60 140 200 <br />20 <br />1.0 0.11 <br />li1 11 1 1 j <br />O; <br />GRAIN SIZES IN MILLIMETERS <br />0.1 005 <br />I I ll l 1 <br />002 <br />0.01 0.003 <br />11111 1 1 <br />0.002 <br />0 <br />I0 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />100 <br />aool <br />