Laserfiche WebLink
<br /> `- 150 <br /> <br /> <br /> k <br /> <br /> ` <br /> r <br /> <br /> <br /> 140 <br /> <br /> <br /> ~ - <br /> <br /> <br /> <br /> <br /> <br /> <br /> 130 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> a - <br /> 120 <br /> <br /> <br /> ~ <br /> ~. - <br /> _ <br />~ <br /> N <br /> <br /> <br /> ~ <br /> 110 <br /> <br /> <br /> - <br /> o <br /> <br /> <br /> <br /> <br /> <br /> 100 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> 90 <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> 80 <br />0 5 10 15 20 25 <br />Moisture Content - °/a <br />'Unconfined Compressive Strength at 95% compaction = 7,300 psf <br /> lob xame: Pond 12A - Yoast Mine PROCTOR TEST <br /> sample Looation: On Site RESULTS <br />h ~ , ~~ <br /> oti Description: Very Sandy Clay with Gravel (CL) Sample No. 1P ~,~,,,,~„E„~,,,,~.,WE„o~„~~o.~.,~~.T„~„ <br /> Mazimum Dry Density: 107.0 pCf Opt. Moisture Content: 17.7 % Procedure: ASTM D698 (g7p)g7g.i999•Fix (970)8747891 <br /> Liquid Limit: ¢¢ Plasticity Indez: 27 Date: 7~23~07 sses`°P,,,,~,~o,,,°~,;~;~aeo~np8 <br /> Gravel: ¢% Sand: 39% Silt & Clay (-200): 57% lob. No. 07-7600 Tech: RP <br />