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Client Energy F. lc M;n'ng Job Yo. 79880-P <br />Florence Colorado Date of Test 04-19-94 <br />Project Raton reek Mine Test By JA <br />Location Trinidad, Colorado P. 0. No. <br />Test Type: ;Juclear Nuclear <br />8~~ <br />T <br />S <br />0 D Sand Cone Specification: <br />~ J <br />D <br />b ® O <br />Cit <br />Back <br />catter <br />irect <br />rans. ensity <br />o y <br />Test Compaction Comp. Moisture Moisture. Soil <br />No. Location of Test % Spec. Content 7, Spec. Proctor Value Type <br />8 Mine refuse, fill, north 11800','. <br /> east 7450 <br /> @ Elev. 6447 96.5 90% 12.5 - 5-105.0 @ 11.8 SM <br />9 Mine refuse, fill, north 12050, <br /> east 7525 <br /> @ Elev. 6447 93.4 90% 14.5 - 5-105.0 @ 11.8 SM <br />10 Mine refuse, fill, north 12225, <br /> east 73?5 <br /> @ Elev. 6447 94.4 90% 11.8 - 5-105.0 @ 11.8 SM <br />11 Mine refuse, fill, north 12050, <br /> east 7200 <br /> @ Elev. 6448 94.9 90% 12.1 - 5-105.0 @ 11.8 SM <br />12 Mine refuse, fill, north 12125, <br /> east 7050 <br /> @ Elev. 6448 93.9 90% 11.9 - 5-105.0 @ 11.8 SM <br />Distribution: Key: S = Standard Proctor C = Cohesive LINCOLN DeVORE, INC. <br />c: LD-Colorado Springs, CO M = Modified Proctor NC = Non-Cohesive <br />MM = CF,-SS Proctor BC = Base Course <br />~' Fails Compaction Sp ec. #' Fails Moisture Spec. <br /> By: <br />NOTE: Results indicate 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 />DENSITY TEST LIN O L N COLORADO: GOlORA00 S7RIN GS <br />DAILY REPORT L' DeVORE GRAND JUNCTION, PUEELO , <br /> ENGINEERS <br />