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• PROJECT Laboratory Testing TEST N°• 64857 <br />CLIENT Wyoming Fuel Company DATE ~/10/R7 <br />SAMPLE LOCATION Golden Eagle Coal Mine Refuse TEST BY BH <br />SOIL TYPE Delivered to Laboratory <br />160 <br />l50 <br />140 <br />• I 130 <br /> <br />0 <br />~ 120 <br />a <br />} <br />F- <br />Z <br />o I10 <br />} <br />0 <br />100 <br />90 <br />0 <br />TYPE TEST ASTM D-698-C <br />2" 100.0 100.0 <br />I/2 ~~- 95.6 100.0 <br />_ I~~ 91.4 100.0 <br />_ 3/4~~ 90.3 100.0 <br />_ I/2" 85.2 87.7 <br />3/8" 80.4 83.5 <br />q 64.6 71.0 <br /> <br />IO 37.6 47.7 <br /> <br />20 18.6 29.2 <br /> <br />_40 11.6 19.R <br />100 7.8 14.0 <br />.200 6.6 11.9 <br />_.0200 <br />_.005 <br />MAX. DRY DENSITY 105.2 pcf <br />OPTIMUM MOISTURE 9.8 °/, <br />FRACTION USED -3/4" <br />MOLD SIZE •0734 cu. ft. <br />SPECIFIC GRAVITY <br />UNIFIED CLASSIFICATION <br />LIQUID LIMIT <br />PLASTIC LIMIT <br />PLASTICITY INDEX <br />5 10 IS 20 25 "'s2\ <br />ZERO ~•\ <br />MOISTURE - % DRY WEIGHT AIR VO105 <br />LINCOLN LOLORppO: GOLORApO SPRINGS <br />MOISTURE - DENSITY RELATION ~~ DeVORE GR4ND JUNO~ION, PUEBLO , <br />ENGINEERS GLENWOOD SPRINGS <br />GEOLOGISTS <br />