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<br />• PROJECT Laboratory Testing <br />CLIENT Wyoming Fuel Company <br />SAMPLE LOCATION New Elk Coal Mine Refuse <br />SOIL TYPE Delivered to Laboratory <br />TYPE TEST ASTM D-698-C <br />150 <br />MAX. DRY DENSITY 90.0 pcf <br />OPTIMUM MOISTURE 11.2 <br />FRACTION USED -3/4" <br />140 <br />I 130 <br />• <br />120 <br />~ 110 <br />n <br />t- <br />fA <br />Z <br />0 100 <br />} <br />D <br />90 <br />so <br />0 <br />MOLD SIZE .0734 cu. ft. <br />TEST N°• 64857 <br />DATE 3/10/87 <br />TEST BY BFI <br />_ I I/2 ~~- <br />I" 100.0 <br />88.9 100.0 <br />100.0 <br />3/4" 86.2 100.0 <br />_ I/2" 80.7 89.7 <br />_ 3/g" 77'.2 84. 1 <br />4 64.2 69.1 <br />IO 50.1 52.5 <br />20 43.9 45.2 <br />_40 <br />100 <br />200 <br />_.0200 <br />-.005 36.4 <br />23.6 <br />18.7 36.2 <br />23.4 <br />18.9 <br />SPECIFIC GRAVITY <br />UNIFIED CLASSIFICATION <br />LIO UID LIMIT <br />PLASTIC LIMIT <br />PLASTICITY INDEX <br />5 10 IS 20 25 <br />MOISTURE - % ORY WEIG hiT <br />ZERO/~' <br />41R VOIDS <br />LINCOLN GOLOR4D0: COLORADO SPRINGS <br />MOISTURE -DENSITY RELATION ~~ DeVOR E ~;R4ND JU~~GTION ,PUEBLO , <br />ENGINEERS GLENW000 SPRINGS <br />GEOLOGISTS <br />