Laserfiche WebLink
,.w <br />,~s <br />,~o <br />~ 2s <br />i zo <br />»s <br />• <br />no <br />~ os <br />LL <br />U <br />a <br />goo <br />N <br />Z <br />W <br />O <br />} <br />K <br />0 9s <br />0 5 14 is <br />Sample Description CLAY, SANDY, DARK BROWN (CL) LIQUID LIMIT 31 % <br />(BULK SAMPLE) PLASTICITY INDEX 14 % <br />Location TP-1 @ 3', TP-2 ~ 2', TP-2 @ 7', GRAVEL - % <br />TP-3 ~ 3', TP-4 ~ 4' AND TP-8 @ 2.5' SAND 43 % <br />• Compaction Test Procedure ASTM D 698-91 SILT AND CLAY 57 % <br />METHOD "A" <br />Compaction <br />Job No. 26,028 Test Results Fig. A-3 <br />20 2s 30 35 <br />