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JUl. 16.2001 3:03PM SOIL TESTING ENGINEERING B/R N0. 3604 P. 3 <br />LABORATORY TEST DATA <br />TABLE I <br />LOVELAND READY riIIX <br />BENTONITESLURRY <br />ITEri~I UNIT <br />WEIGHT <br />c PERCENT <br />BENTONTTE VISCOSITY <br />(MARSH SEC.) <br />Required 64.0 - z40 <br />51 #I 65.0 7.5% 45 <br />BENTONITE SLURRY BACKFII.L <br />SAMPLE DRY SLURRY SLUbIP DRY ADDED PERi~ABILITY <br />II1 UNIT WEIGHT (%) (iaches) BENTONITE (cm/sec) <br /> (c <br />SB-1 97.6 7.5 5 0 3.9 x 10'` <br />Note: (1) Slurry weight of 65.0 pcf. <br />(2) Starry was mixed using 7.5% by weight Federal GeI 90 Bentonite to water. <br />(3) Permeability Tests were perfoaned in general accordance to ASTM D 5034. <br />Compass Environmental <br />07-L2030 <br />7/11/07 <br />T+DI.~ GraaWJ FeWJO°. hW <br />