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MOISTURE <br /> DRY DENSITY CONTENT GLOW <br /> Ib/FtJ I DRY WEIGHT COUNT SAMPLE USCS DISC RI/TION <br /> 0'-2" Asphalt Concrete, <br /> _ „ <br /> 2� 8 Aggregate base, <br /> 2 - CL 8"-3.5' Black to dark brown, sand <br /> y. <br /> silty CLAY, medium stiff, <br /> dam , with one metal frag- <br /> 3.5'-9' men <br /> 4 r Brown to reddish brown, <br /> clayey, silty, very fine <br /> 6 22 4-1 SM ' <br /> SANp medium dense, damp, <br /> ' <br /> 8 <br /> 9'-13 5' Dark brown to greenish <br /> .10 brown, very clayey, sandy <br /> SILT, medium stiff, damp, <br /> 27 4-2 <br /> ML <br /> 4' <br /> 12 - <br /> 13.5'-22' Tan <br /> 213.5'-22' Tan to reddish brown, <br /> 14 <br /> silty, slightly clayey, <br /> fine SAND, medium dense, <br /> CL 16. 0 16 Is 4-3 <br /> SM <br /> i8 <br /> 20 - <br /> 32 4-4 <br /> 22 —d 22'-26' Brown, slightly silty, <br /> clean fine SAND, medium <br /> dense, damp. <br /> 2 9 SP <br /> 26 37 4-5 � i <br /> 26'-29' Greenish brown, silty <br /> clayey fine to very fine <br /> SC SAND, medium dense, damp, <br /> 28 <br /> (Boring log continues) <br /> Date Drilled : <br /> 3AW] & C-�A-C <br /> ASSOCIATES LOG OF BORING NO. X04 REA <br /> ARCO AK/PM FACILITY <br /> PROJEC'' N®.� 1525-10 C7ATE• 4/27/e7 S�roN, �x,xxroRNxA <br /> �..w._.�—. � _ <br />