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~~~ Geo-Con <br />• INITIAL SLURRY <br />SLURRY TEST RESULTS <br />12/11/2006 <br />INI1'IAI. SLURRY TEST RESULTS <br />TIME vrscosrrr(sEC) <br />40 SEC MIN DENSITY (PCF) <br />x 64 PCF FII,TRATE <br /><= 25 ml pA <br />6.5 to 10 COMMENTS <br />8:00 41 66 15.5 8.7 <br />10:00 42 <br />12;00 41 <br />13:30 44 65 <br /> <br /> <br />TRENCH SLURRY <br />TRENCA SLURRY TEST RESULTS <br />STATION <br />NUMBER VISCOSITY <br />(SEC) r_ 40 SEC DENSITY (PCF) <br />15 PCF < Baekfdl COMMENTS <br />59+50 60 84 <br />63+60- 69 84 <br />62+60 90+ 102 <br /> <br />BACKFILL TEST RESULTS <br /> <br />SOIL-BENTONITE BACKFILL TEST RESULTS <br />TIME STATION LAB <br />SAMPLE 0 SLUMP <br />3" to 6" UNIT <br />WEIGHT <br />'~• Psasiug <br />#200 Sieve <br />Moisture <br />Cooteot <br />11:30 58+70 3.5 119 <br />14:30 59+20 3 120 <br />15:00 106+00 17 5 129 <br /> <br /> 0 <br />Note: The station for the hackfill test is the staHoa where it was placed. <br />DRY ADDITION CALCULATION <br />PCt 100 I CAT 375 <br />Trench Trench <br />7. Backfi0 Placed <br />Dry Weight of Soil in <br />2. Backfill Volume <br />3. Jumbo Bags Added <br />4. Total BeMOnde Added <br />5. °.6 DRY ADDITION <br />• <br />(cek:ulate from difference in <br />feet backfi8 profiles} <br />(use dry weight as <br />unds measured in lab test) <br />each <br />Ibs (30001bs per bag) <br />Page 1 of 1 <br />