Laserfiche WebLink
<br />TABLET <br />SUMMARY OF LABORATORY TEST RESULTS <br /> <br />JOB NO. 26,600 <br /> <br />BORING <br />DEPTH <br /> <br />ft <br />NATURAL <br />MOISTURE <br />%) NATURAL <br />DRY <br />DENSITY <br />C COMPACTION <br />(PERCENT OF <br />ASTM 0698) MAXIMUM <br />DRY <br />DENSITY <br />C OPTIMUM <br />WATER <br />CONTENT <br />% PASSING <br />NO. 200 <br />SIEVE <br />% <br />SOIL TYPE <br /> <br />TP-10 2 12.0 94 100+ 51 COAL WASTE PILE <br />TP-10 3.5 12.9 91 100+ COAL WASTE PILE <br /> <br />TP-11 0.75 14.3 99 100+ COAL WASTE PILE <br />TP-11 1.75 19.7 67 77 23 COAL WASTE PILE <br />TP-11 3A 12.5 91 100+ COAL WASTE PILE <br />TP-11 36 10.9 83 96 23 COAL WASTE PILE <br />TP-11 5 16.7 50 COAL WASTE PILE <br />TP-11 0-2 87 13.5 28 COAL WASTE PILE <br /> <br />TP-12 0.75 15.6 82 94 50 COAL WASTE PILE <br />TP-12 2 7.5 73 84 COAL WASTE PILE <br />TP-12 2.5 15.9 80 92 48 COAL WASTE PILE <br /> <br />TP-13 1 8.0 81 93 COAL WASTE PILE <br />TP-13 2 13.6 81 93 45 COAL WASTE PILE <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />• -Optimum Moisture Content and Maximum Dry Density determined from standard Proctor compaction test (ASTM D-698). <br />