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Client: •W omin F o Job No. P-6114 • <br /> Lakewood, CO Date 11-19-84 <br />Job: New Elk Prep Plant Test By: 68 <br />Locat ion: Las Animas County, CO P. 0. No. <br />Test Type: Nuclear Nuclear Nuclear Sand Cone <br /> Back Scatter Q 8" Direct Trans. Q Drill Dep[h 0 ft. Density 0 <br />Specification: Job XQ L. D. T.L. Q DS79G Q City 0 County Q Stale Q Other 0 <br />Test Compaction Comp. hoisture Moisture Soil <br />No. Loca tion of Test % S ec. Content % S ec . Proctor Value T e <br />16 Backfill, 210' E. & 20' S. of lJ, edge <br /> and centerline of dam @ Clevation <br /> 7428 96.8 957 15.8 - PI-119.1 @ 12.3 CL <br />17 Backfill, 200' E. & 20' N, of W, Edge <br /> and centerline of dam @ Elevation <br /> 7424 97.2 957, 13.2 - P1-119.1 @ 12.3 CL <br />18 Backfill, 220' E, of W. edge and center- <br /> line of dam @ Elevation 7427 94,5 957 13.3 - M-119.1 @ 12.3 CL <br />19 RETEST OF TEST N 18 97.2 957 13.2 - Al-119.1 @ 12.3 CL <br />20 Backfill, 200' E, of IJ, edge and center- <br /> line of dam @ Elevation 7429 91,3` 957 15.6 - M-119.1 @ 12.3 CL <br />21 I:E1'EST OP TEST b 20 99.4 957 13.1 - M-119.1 @ 12.3 CL <br />Distribution: KEY : S = Standard Proctor C = Cohesive CONSTRUCTION MATERIALS CONSULTANTS, INC. <br /> <br />CMC - <br />Colo. Springs, CO h1= Modified Proctor <br />plht C. E. 55 Proctor NC <br />E = Non-Cohesive <br />= Expansive <br /> * Fails Compaction Spec. BC = Base Course ~ r=, ~' <br /> ** Fails hfols[ure Spec. py; ~.:__._ ~ <br /> DENSITY TEST COIIStt'UCYIOn ~ COLORA00 SPRINGS <br /> DAILY REPORT materials PUEBLO <br /> Consultants COLORADO <br />