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~~~ Geo-Con <br />INITIAL SLURRY <br />SLURRY TEST RESULTS <br />10/27/2006 <br />INI'PfAI. SLURRY TEST RESULTS <br />TIME vtscosDY (Seel <br />40 SEC MIN DENSITY (PCF) <br />>= 64 PCF FII.TRATE <br /><= 25 ml pH <br />6.5 to 10 COMMENTS <br />9:00 45 <br />10:00 45 G4 8.3 from end of pie <br />14:30 44 from the batch plant <br /> <br /> <br />TRENCH SLURRY: <br />TRENCH SLURRY TEST RESULTS <br />STATION & <br />DEPTH VISCOSPCY <br />(SEC) x 40 3EC DENSITY (PCF) <br />IS PCF < Badd-i11 COMMENTS <br />15+00 46 66 <br /> 0 <br /> <br />BACKFILL TEST RESULTS <br /> <br />SOIL-BENTOMTE BACKFH,L TEST RESULTS <br />TIME STATION LAB <br />SAMPLE # SLUMP <br />3" to 6" UNIT <br />WEIGHT <br />pC <br />%Passiog <br />#200 Sieve <br />Moisture <br />Cooteot <br />14:00 10+90 3" <br />17:00 12+00 02 5.5" 32.5% 27.2% <br /> <br />Note: The station Cor the back611 test is the station where it was placed. <br />1. Backfll Placed <br />2. Dry Weight of Soil in <br /> Backfill Volume <br />3. Jumbo Bags Added <br />4. Total Bentonite Added <br />5. % DRY ADDITION <br /> <br />DRY ADDITION CALCULATION <br />8831.0 cu feet <br />683100 pounds <br />4 each <br />12000 Ws <br />1.8 % <br />(calculate from difference in <br />backfill profiles) <br />(use dry weght as <br />measured in lab test) <br />(30001bs per bag) <br />(=#4/#2) <br />Page 1 or 1 <br />