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Client:• IJyoming Fuel Co. ~ Job No. P-6114 • <br /> Lakewood, CO Date 11-23-84 <br />Job: New Elk Prep Plant Test By: 68 <br />Locat ion: Las Animas County. CO P. 0. No. <br />Test T}~pe: Nuclear Nuclear Nuclear Sand Cone <br /> Back Scatter Q 8" Direct Trans. Q Drill Depth Q ft. Density 0 <br />Specification: Job Q L. D. T.L. Q D579C Q City Q County 0 Slate Q Other <br />Test Compaction Comp. Moisture Moisture Soil <br />No. Location of Test % S ec. Content % S ec . Proctor Value T e <br />29 Backfill, 210' E. of W, edge and center- <br /> line of dam @ Elevation 7436 91.6 957 13.5 - Ai-119.1 @ 12.3 CL <br />30 RETEST OF TEST # 29 95.7 959 13.2 - P1-119.1 @ 12.3 CL <br />31 Backfill, 24" corrigated metal pipe, <br /> principal spillway, 10' S, of center- <br /> line of dam @ Elevation 7435 95.7 959 14.5 - M-119.1 @ 12.3 CL <br />32 Backfill, 250' E. & 5' N. of W, edge and <br /> centerline of dam @ Elevation 7435 95.8 959 13.8 - M-119.1 @ 12.3 CL <br />33 Backfill, 24" corrugated metal pipe, <br /> prinical spillway, 30' S, of center- <br /> line of dam @ Elevation 7434 96.1 957 14.5 - !(-119.1 @ 12.3 CL <br />Distribution: KEY: S = Standard Proctor C = Cohesive CONSTRUCTION MATERIALS CONSULTANTS, INC. <br />CP1C - CO !t = Modified Proctor <br />Colo. Springs NC = Non-Cohesive % -~~ <br /> , <br />!IM = C. E. 55 Proctor E = Expansive <br /> * Falls Compaction Spec. BC Base Course ~~ ~ ' <br /> <br />** Fails Moisture Spec. <br />By. \ <br /> <br />\ <br /> Construction / <br />¢OLORA00 SPRINGS <br /> DENSITY TEST <br />' m4t8rICfIS /PUEBLO <br /> DA1LY IIEPOR <br />f ~ <br /> Consultants COLORADO <br />