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W omin Fuel Co. <br />Client: Y g Job No. P-6114 <br />Lakewood, CO Date 11-16-84 <br />Job: New Elk Prep Plant Tes[ By: 68 <br />Location: Las Animas County CO P. 0. No. <br />Tes[ Type: Nuclear Nuclear Nuclear Sand Cone <br />0 <br />back Scatter 0 R'~Direct Trans. ® Drill Depth Q f[. Density <br />Specification: Job ® L. D. T.L. Q DS79G Q Ci[y Q County Q Stale 4 Other Q <br />Test Compaction Comp. Moisture Moistu re Soil <br />No. Location of Test % S ec. Content % S ec . PrOCCOr Value Tv e <br />8 Backfill, Keyway trench, 300' E, and <br /> centerline of dam from W. edge @ <br /> Clevation 7422 94,5*` 95~ 13.3 - h1-119.1 @ 12.3 CL <br />9 Backfill, Keyway trench, 200' E. and <br /> centerline of dam from W, edge @ <br /> Elevation 7425 98,4 959 11.3 - M-119.1 @ 12.3 CL <br />10 Backfill, Keyway trench, 300' E, and <br /> 60' S. of W, edge and centerline <br /> of dam @ Elevation 7421 96,6 95% 14.3 - P1-119.1 @ 12.3 CL <br />Distribution: KEY: S Standard Proctor C = Cohesive CONSTRUCTION MATERIALS CONSULTANTS , INC. <br />DI Modified Proctor NC = Non-Cohesive /^~ / <br />ChIC - Colo, Springs, CO pl <br />= C. E. 55 Proctor E = Expansive (; <br />+ <br />Fails Compaction Spec. <br />BC <br />= Base Course ~ C <br />_.. ` <br />** Fails Plolsture Spec. py; ~~~"' <br /> COf1Stt'UCtIOn C LORADO SPRINGS <br />DENSITY TES 1' mdt@CI41S PUEBLO <br />UA1LY III:PORT Consultants COLORADO <br />