Laserfiche WebLink
~~~ Geo-Con <br />• INITIAL SLURRY <br /> <br />SLURRY TEST RESULTS <br />10/18/2006 <br />INITIAL SLURRY TEST RESULTS <br />TIME viscostrv(secl <br />40 SEC MIN DENStFY(PCF) <br />x 64 PCF FH,TRATE <br /><= 25 ml pH <br />6.5 to 10 COMMENTS <br />9:00 36 64 12.0 8.1 from end ofpipe <br />14:00 49 63 17.0 fmm the batch plam <br /> <br /> <br /> <br />TRENCASLURRY: <br />TRENCH SLURRY TEST RESULTS <br />STATION & <br />DEPTH VISCOSITY <br />(SEC) x40 SEC DENSITY (PCF) <br />1S PCF <BaeldBl COMMENTS <br />08+30 38 67 <br />09+00 45 69 <br /> <br />BACKFILL TEST RESULTS <br />SOII,-BENTONITE BACKFILL TEST RESULTS <br />TIME STATION LAB <br />SAMPLE# SLUMP <br />3"to 6" ~ UNIT <br />WEIGHT <br />%Pasaiog <br />#200 Skve <br />Moisture <br />Content <br />9:00 08+Op OZ 5.5" 131 14.2% 7.5% <br />16:00 D8+20 3" 134 <br /> <br />Note: The station for the l>ackSll testis Bee station where it was placed. <br />1. Backfill Placed <br />2. Dry Weight of Soil in <br /> Backfill Volume <br />3. Jumbo Bags Added <br />4. Total Bentonite Added <br />5. % DRY ADDITION <br />• <br />DRY ADDITION CALCULATION <br />3363.0 cu feet <br />336300 pounds <br />2 each <br />6000 lbs <br />1.B % <br />(calculate hom difference in <br />backFill profiles} <br />(use dry weight as <br />measured in Ndb test) <br />(3000 Ibs per bag} <br />Page 1011 <br />