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~~~ Geo-Con <br />• INITIAL SLURRY <br />SLURRY TEST RESULTS <br />1/10/2007 <br />INITIAL SLURRY TEST RESULTS <br />THrIE vtscosrty (SEC) <br />40 SEC MIN DENSITY (PCF) <br />u 64 PCF FII.TRATE <br />~ 25 ml pH <br />6S to 10 COMMENTS <br />10:00 47 <br />12:00 46 <br />14:00 42 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />TRENCH SLURRY: <br /> <br />BACKFILL TEST RESULTS <br />SOIIrBENTONTTE BACKFILL TEST RESULTS <br />TIME STATION LAB <br />SAMPLE # SLUMP <br />3" to 6" UNIT <br />WEIGHT <br />C <br />'A Passing <br />#200 Sieve <br />Moiataro <br />Coeteot <br />12:30 123+50 4.5 129 <br /> 0 <br /> 0 <br />Note: The smtion fir the Backfill test is the station where it was placed <br />DRY ADDITION CALCULATION <br />PC t 100 I CAT 375 <br />Trench Trench <br />t. Backfill Placed <br />Dry Weight of Soil in <br />2. Backfill Volume <br />3. Jumbo Bags Added <br />. 4. Total6entontteAdded <br />5. % DRY ADDITION <br />TRENCH SLURRY TEST RESULTS <br />STATION <br />NUMBER VISCOSITY <br />(SEC) ~ 40 SEC DENSTTY (PCF) <br />15 PCF <$ackfill COMMENTS <br />124+00 90+ S9 <br /> <br /> <br /> <br />(cak:uiate from difference in <br />cu feet Backfill profiles) <br />(use dry weight as <br />0 pounds measured in lab test) <br />5 each <br />5000 0 Ibs (3000 Ibs per bag) <br />Pege 1 of 1 <br />