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Client Enerey Fuels Minin e Job No. 79AA0 -P <br /> Floren ce. CO _ Date of Test DS-D7 -94 <br />Proje ct Raton Creek Mine Test I)y 7A <br />Locat ion Trinidad, Colorado P. 0. No. N/ A <br />Test Type: ~Juclear <br />0 Nuclear <br />Di <br />T Sand Cone <br />D <br />i Specification: <br />0 J <br />b ® <br />Ci <br /> Back Scat ter rect <br />rans. ens <br />ty o ty <br />Test Compaction Comp. Moisture Moisture Soil <br />No. Location of Tes[ ~ Spec. Content 9 Spec. Proctor Value Type <br />14 Mine refuse, fill, north 11950, east 7525 <br /> Elev. 6470 95.7 90% 11.3 - 5-105.0 @ 11.8 M <br />15 Mine refuse, fill, north 12090, east 7650 <br /> Elev. 6470 95.2 90% 9.1 - 5-105.0 @ 11.8 M <br />16 Mine refuse, fill, north 12175, east 7550 <br /> Elev. 6470 95.0 907, 10.6 - 5-105.0 @ 11.6 M <br />17 Mine refuse, fill, north 12220, east 7450 <br /> Elev. 6470 93.5 90% 10.5 - 5-105.0 @ 11.8 M <br />18 Mine refuse, fill, north 12200, east 7350 <br /> Elev. 6466 95.2 907, 8.9 - 5-105.0 @ 11.8 M <br />19 Mine refuse, fill, north 12150, east 7225 <br /> Elev. 6466 92.2 90% 14.5 - 5-105.0 @ 11.8 M <br />Distri bution: Key : S Standard Proctor C = Cohesive LINCOLN DeVORE, INC. <br />c: LD - Colorado Springs, CO M = Modified Proctor NC = Non-Cohesive <br /> MM CF,-55 Proctor BC = Base Course <br /> Fails Compaction Spec. '~*' Fails Moisture Spec. <br /> By: <br />NOTE: Results indica te in-place densities at the locations and depths identified above. Lincoln DeVore has relied on <br /> the contractor to provide uniform moisture content and compactive effort throughout the fill area, <br /> pENSITY TEST LIN C 0 L N GOLDRADO: GGLGRA00 SPRINGS <br /> <br />DAIL <br />Y REPORT L~ DeVO R E GRAND JUNCTION , PUEELO , <br /> ENGINEERS <br />