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Client':• Wyoming Fuel Co. • Job No. P-6114 • <br />Lakewood, CO Date 11-29-84 <br />Job: New Elk Prep Plant Tes[ 6y: bg <br />Location: Las Animas County. CO P. 0. No. <br />Test Type: Nuclear Nuclear Nuclear Sand Cone <br />back Scatter O 8" Direct Trans. 0 Drill Depth Q _ f[. Density 0 <br />Specification: Job XQ L. D. T.L. Q DS79C Q City 0 County Q State Q Other <br />Test Compaction Comp. Moisture htois[ure Soil <br />No. Location of Tes[ % S ec. Content % S ec . Proctor Value T e <br />43 Backfill, 250' E. & 10' N. of 1J, edge and <br /> centerline of dam @ Elevation 7439 95.0 95Z 11.5 - M-119.1 @ 12.3 CL <br />44 Backfill, 100' E. & 20' N. of W, edge and <br /> centerline of dam @ Elevation 7441 98.4 95~ 13.1 - Ff-119.1 @ 12.3 CL <br />45 Backfill, 140' E. of W. edge and cente r- <br /> line of dam @ Elevat ion 7442 98.0 95% 14.3 - h1-119.1 @ 12.3 CL <br />Distribution: KEY: S = Standard Proctor C Cohesive CONSTRUCTION MATERIALS CONSULTANTS, INC. <br />h1= <br />Springs <br />CMC - Colo <br />CO Plodified Proctor NC Non-Cohesiv e <br />~ <br />, <br />. <br />pIM = C. E. 55 Proctor E = Expansive <br />* Fa ils Compaction Spe c. BC Base Course <br />** Fa ils Plolsture Spec. py; ~" ~ ~' <br /> <br /> J <br />DENS ITY TEST Construction COLORADO SPRINGS <br />DAIL Y [iL•'PORT materials PUEBLO <br /> Consultants COLORADO <br />