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MOISTURE <br /> DRY DENSITY CONTENT SLOW <br /> ID/f t3 2 DRY WE16MT COUNT SAMPLE USCS DESCRIPTION <br /> G 0'-2" Asphalt Concrete, <br /> r` 2"-7" Aggregate base, <br /> 2 7"--4' Black to dark brown, <br /> 103 3 20 1 17 2-1 CL slightly sandy, silty <br /> CLAY, medium stiff, moist, <br /> 4 "' <br /> 44--8' Brown to rusty brown, <br /> very fine, slightly <br /> clayey, silty SAND, dense <br /> 6 108.8 16.0 42 2-2 SM damp, <br /> 8 8'-17 ' Light brown to tan, very <br /> fine sandy SILT, medium <br /> stiff, damp, <br /> 10 - <br /> 17 2-3 <br /> F- <br /> L•' 12 <br /> W <br /> W <br /> ML <br /> 14 <br /> CL <br /> CL <br /> r <br /> 0 16 18 2-4 <br /> —-- 17'-21.5' Dark brown, very silty, <br /> 18 fine SAND, dense, damp. <br /> S <br /> 24 M <br /> 40 2-5 <br /> 22 - Test Boring terminated at 21.5 fee . <br /> NFWE <br /> 24 <br /> 26 <br /> 28 <br /> Date Drilled : 4/14/87 <br /> BALBS ASSOCATFS LOG OF, BORING NO, <br /> 200tachnic al consultant® - mgtsriafa lodit <br /> llRC(3 F+►Id/1PM PAC1.LZTY 4� <br /> PR.O SEC i' W(). 1525-10 j DATE: 4/27/87 STOCXTM, C LXPORNXk <br />