Laserfiche WebLink
Geo-Con <br />• INITIAL SLURRY <br />SLURRY TEST RESULTS <br />12/19/2006 <br />INITIAL SLURRY TEST RESULTS <br />TIME VISCOSITY (sec) <br />40 SEC MIN DENSITY (PCF) <br />>= 64 PCF FILTRATE <br /><= 25 ml pH <br />6S to 10 COMMENTS <br />8:30 42 64 1 S.5 8.3 <br />9:30 44 65 <br />10.30 40 0 <br />11:30 39 0 <br />12:40 40 0 <br />13:30 43 0 <br />14:30 43 65 <br />14:30 41 0 <br />15:20 40 0 <br />TRENCH SLURRY <br />• <br />BACKFII,L TEST RESULTS <br />SOIL•BENTONITE BACKFII,L TEST RESULTS <br />TIME STATION LAB <br />SAMPLE # SLUMP <br />3" to b" UNIT <br />WEIGAT <br />%Passiug <br />#200 Sieve <br />Moisture <br />Content <br />8:30 90+00 23 5 115 75.3% 36.5% <br />9:30 61+60 4 113 <br />13:00 73+20 24 4 119 60.1% 27.9% <br /> 88+00 27 scb <br />Note: The station for the backfill test is tbe station where it was placed. <br />DRY ADDITION CALCULATION <br /> PC1100 CAT 375 <br /> Trench Trench <br /> (calculate from d'rfference in <br />1. Backfil Placed 22900.0 10225.0 cu feet backftll profiles} <br /> Dry Weight of Sail in (use dry weight as <br />2. Backfitl Volume 2290000 1022500 pournis measured in lab test) <br />3. Jumbo Bags Added 7 8 each <br />4. Totel Bentonite Added 21000 24000 Ibs (30001bs per bag) <br />• <br />5. %DRYADDITION 0.9 2.3 % (=#41#2) <br />TRENCH SLURRY TEST RESULTS <br />STATION <br />NUMBER V[SCOSTTY <br />(SEC) x 40 SEC DENSITY (PCF) <br />13 PCF <Baclds0 COMMENTS <br />89+40 90+ 65 <br />76+20 90+ 83 <br />89+00 90+ 69 <br />75+70 85 84 <br />Page ~ of 1 <br />