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~~ Geo-Con <br />• INITIAL SLURRY <br />• <br />SLURRY TEST RESULTS <br />1/I I/2007 <br />INI'FIAI, SLURRY TEST RESULTS <br />TIME VISCOSnY (sec) <br />40 5EC MIN DENSFI'Y (PCF) <br />x64 PCF FILTRATE <br /><= 25 ml p$ <br />6.5 to 10 COMMENTS <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />TRENCH SLURRY <br />TRENCH SLURRY TEST RESULTS <br />STATION <br />NUMBER VISCOSITY <br />(SEC) >= 40 SEC DENSITY (PCF) <br />1S PCF < 8ackfill COMMENTS <br />125+50 64 67 <br /> 0 <br /> 0 <br /> 0 <br />BACKFILL TEST RESULTS <br />SOIL-BENTONITE BACKFH.L TEST RESULTS <br />TIME STATION LAB <br />SAMPLE # SLUMP <br />3" fo 6" UHIT <br />WEIGHT <br />'ti Passiaig <br />#200 Sieve <br />Moettrre <br />Cooteot <br />9:30 ]25+00 3 124 <br />15;00 126+00 32 4.5 127 33,0% 26.0% <br /> 0 <br />Note: The station for the backfill test is the station where it was placed. <br />DRY ADDITION CALCULATION <br />PC1100 I CAT 375 <br />Trench Trench <br />1. BackFig Placed <br />Dry Weight of Soil in <br />2. Backfill Volume <br />3. Jumbo Bags Added <br />4. Total Bentonde Added <br />5. %DRYADDITION <br />1 <br />(calculate from difference in <br />cu feet backfill profiles) <br />(use dry weight as <br />pounds measured in lab test) <br />each <br />0 Ibs (3000 Ibs per bag) <br />Page 7 of 1 <br />