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~~~ Geo-Con <br />• INITIAL SLURRY <br />SLURRY TEST RESULTS <br />2/22/2007 <br />INI'I'IAI. SLURRY TEST RESULTS <br />TIME vtscosrrv Isec> <br />40 SEC MIN DENSITY (PCF) <br />x 64 PCF FILTRATE <br /><= 25 ml pH <br />6S to 10 COMMENTS <br />9:00 35 65 <br />11:00 35 0 <br />13:00 44 0 <br />13:00 37 65 14.0 9.0 <br />16:00 47 0 <br /> 0 <br />TRENCH SLURRY: <br />• <br />BACKFILL TEST RESULTS <br />SOIL-BENTONITE BACICFII.L TEST RESULTS <br />TIME STATION LAB <br />SAMPLE # SLUMP <br />3" to 6" UNIT <br />WEIGHT <br />'~• Passatg <br />#zo# sieve <br />Moisture <br />ceateat <br />14:30 16+20 4" 122 <br />16:00 15+10 4" 120 <br /> 0 <br /> 0 <br />Noa: The cation fior the backgll act is the station whoa it was placed. <br />DRY ADDITION CALCULATION <br />PC1100 I CAT 375 <br />Trench Trench <br />1. BackfiN Placed <br />Dry Weight of Soil in <br />2. BackfiN Volume <br />3. Jumbo Bags Added <br />• 4. Total BeMonde Added <br />5. % DRY ADDITION <br />TRENCH SLURRY TEST RESULTS <br />STATION <br />NUMBER VISCOSITY <br />(SEC) x 40 SEC DENSITY (PCF) <br />15 PCF < BacId10 COMMENTS <br />15+00 50 82 <br />16i-80 52 86 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />1 <br />(calculate from difference in <br />0.0 cu feet backfill profiles) <br />(use dry weight as <br />0 pounds measured in iab test) <br />0 each <br />0 Ibs <br />(3000 Ibs per bag) <br />(=#4/#2) <br />Page 1 of 1 <br />