Laserfiche WebLink
{~~~ Geo-Con <br />• INITIAL SLURRY <br />SLURRY TEST RESULTS <br />1/8/2007 <br />1NITIAI.SLURRY TEST RESULTS <br />TTME vrscosnY (sec) <br />40 SEC MIN DENSITY (PCF) <br />>= 64 PCF FII.TRATE <br /><= 25 ml pH <br />6.5 to 10 COMMENTS <br />10:30 44 64 15.0 8.5 <br />14:30 51 67 <br />16:00 44 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br />TRENCH SLURRY: <br />TRENCH 3LURRY TEST RESULTS <br />STATION <br />NUMBER VISCOSITY <br />(SEC) >= 40 SEC DENSITY (PCF) <br />15 PCF < Backf0l COMMENTS <br />83+q0 79 77 <br />81+60 90+ 84 <br />82+40 90+ 86 <br /> 0 <br />• <br />DRY ADDITION CALCULATION <br />PC1100 I CAT 375 <br /> Trench Trench <br /> (calculate from difference in <br />1. Backfill Placed 0.0 9750.0 cu feet backfill profiles) <br /> <br /> Dry Weight of Soil in (use dry weight as <br />2. Backfill Volume 0 915000 pounds measured in lab test) <br /> <br />3. Jumbo Bags Added 0 3 each <br /> <br />4. 70fa) Bentonite Added 0 9000 Ibs (30001bs per bag) <br />• <br />5. % DRY ADDITION #DNlO! 1.0 % (_ # 4 ! # 2) <br />BACKFILL TEST RESULTS <br />SOH.-BENTONITE BACKFILL TEST RESULTS <br />TIME STATTON LAB <br />SAMPLE # SLUMP <br />3" [0 6" UNTT <br />WEIGHT <br />F <br />%Passiog <br />#200 Sieve <br />Moisture <br />Coateot <br />11:00 79+50 5 109 <br />11:30 84+50 4 113 <br />15:30 83+00 5 113 <br />15:30 81+00 3 121 <br />16:00 82+00 29 5 t15 60.8% 36.5°~ <br />Note: The station for the backSll test is the station where it was placed. <br />Page t of i <br />