Laserfiche WebLink
Geo-Con <br />• INITIAL SLURRY <br />• <br />SLURRY TEST RESULTS <br />1/5/2007 <br />INITIAL. SLURRY TEST RESULTS <br />TIME vtscosrrv (Sec) <br />40 SEC MIN DENSITY (PCF) <br />>= 64 PCF FILTRATE <br /><= 25 ml pH <br />6.5 to 10 COMMENTS <br />10:00 43 0 <br />10:30 49 65 15.0 7.9 <br />12:00 43 0 <br />13:00 40 0 <br />14:00 40 0 <br />15:00 47 65 <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 />15 PCF <Bacld'd1 COMMENTS <br />83+40 90+ 81 <br />79+80 54 69 <br />83+20 90+ 81 <br />80+70 90+ 84 <br />BACKFILL TEST RESULTS <br />SOIL-BENTONITE BACICFILL TEST RESULTS <br />TIME STATION LAB <br />SAMPLE # SLUMP <br />3" to 6" UMT <br />WELGHT <br />'ti Passheg <br />#200 Sieve <br />Moisture <br />Content <br /> 78+40 26 4" 123 34.7% 31.3% <br /> 85+00 4" 0 <br /> 0 <br />Nate: The station for the backSO tat is the statlon where it was Placed. <br />DRY ADDITION CALCULATION <br />PC1100 I CAT 375 <br />Trench I Trench <br />1, BackfillPlaced <br />pry Weight of Soil in <br />2. Backfill Volume <br />3. Jumbo Bags Added <br />• 4. Tote! eentonrte Added <br />5. %pRYADDt710N <br />1 <br />(cak:ulate from ddference in <br />cu feet backftll profiles) <br />(use dry weight as <br />pounds measured in lab test) <br />Ibs (300016s per bag) <br />Page 1 or 1 <br />