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BORING <br />NUMBER <br />- SAMPLE <br />NUMBER <br />SAMPLE <br />DEPTH <br />(ft) <br />USCS SOIL <br />CLASSI- <br />FICATION <br />DELIVERED <br />MOISTURE <br />(%) ••' <br />ATTERBERG <br />' LIMITS ' <br />GRAIN SIZE DISTRIBUTION <br />• DRAIN : • <br />DOWN:: <br />MOISTURE <br />SPECIFIC <br />GRAVITY <br />• <br />ADDITIONAL TESTS <br />-' COMMENTS <br />(See Notes) ' <br />44 FINER <br />3/4 ". • <br />91, FINER <br />#4 • • <br />bb FINER <br />#200 <br />LL <br />PL <br />PI <br />BEFORE PERC. <br />-7/8 INCH CRESSON ORE <br />-- <br />GW <br />-- <br />-- <br />-- <br />-- <br />93 <br />38 <br />8 <br />-- <br />-- <br />AFTER PERC. <br />-7/8 INCH CRESSON ORE <br />-- <br />GW <br />-- <br />-- <br />-- <br />-- <br />96 <br />48 <br />9 <br />-- <br />-- <br />BEFORE PERC. <br />-2 INCH CRESSON ORE <br />-- <br />GW <br />-- <br />-- <br />-- <br />-- <br />43 <br />13 <br />1 <br />-- <br />-- <br />AFTER PERC. <br />-2 INCH CRESSON ORE <br />-- <br />GW <br />-- <br />-- <br />-- <br />-- <br />48 <br />16 <br />2 <br />-- <br />-- <br />I <br />r <br />NOTES: <br />May 1998 <br />LL = LIQUID LIMIT <br />PL = PLASTIC LIMIT <br />PI = PLASTIC INDEX <br />SL = SHRINKAGE LIMIT <br />CC & V / TECH ` I JPPORT / CO <br />9 <br />T 1 <br />SUMMARY OF SOIL DATA <br />T = TRIAXIAL TEST <br />U = UNCONFINED COMPRESSION TEST <br />C = CONSOLIDATION TEST <br />DIRECT SHEAR TEST <br />PERM = PERMEABILITY <br />IP = IN PROGRESS <br />Page 1 of 1 983 - 2348.120 <br />