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~~~ Geo-Con <br />• INITIAL SLURRY <br />• <br />DRY ADDITION CALCULATION <br />PC11D0 f CAT 375 <br />Trench I Trench <br />SLURRY TEST RESULTS <br />12/20/2006 <br />INITIAL SLURRY TEST BESULTS <br />TIME vtscosrrv tsec) <br />40 SEC MW DENSITY (PCF) <br />x64 PCF FILTRATE <br /><=ZSmI pH <br />6.5 to 10 COMMENTS <br />$:30 46 65 15.0 8.5 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />TRENCH SLURRY: <br />TRENCH SLURRY TEST RESULTS <br />STATION <br />NUMBER VISCOSITY <br />(SEC) ~ 40 SEC DENSITY (PCF) <br />IS PCF < Baeklitl COMMENTS <br />75+50 89 81 <br /> <br /> <br /> <br />BACKFII,L TEST RESULTS <br />SOA.-BENTONITE BACKFII,L TEST RESULTS <br />TIME STATION LAB <br />SAMPLE# SLUMP <br />3"to 6" UNIT <br />WEIGHT <br />C <br />%Passiog <br />#100 Skve <br />Moisture <br />Costeut <br /> <br /> <br /> <br />Note: The station for the backSll test is [he sation where it was placed. <br />t. BackfillPlaced <br />Dry Weight of Soil in <br />2. Backfi8 VoWme <br />3. Jumbo Bags Added <br />4. Total Bentonite Added <br />• 5. %DRYADDITION <br />(calculate from difference in <br />cu feet backfill profiles) <br />(use dry weight as <br />pounds measured in lab test) <br />Ibs (3000 Ibs per bag) <br />Page 1 or 1 <br />