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Client: Wyoming Fuel Co. Job No. P-6114 <br />III <br /> Lakewood, CO Date 12-8-84 <br />Job: New Elk Prep Plant Test 8y: 68 <br />Locat ion: Las Animas County, CO P. 0. No. <br />Test Type: Nuclear Nuclear Nuclear Sand Cone <br /> ISack Scatter Q 8" Direct Trans. Q Drill Depth Q _ ft. Density <br />Speci fication: Job Q L. D. T.L. Q D579G Q City Q County Q State Q Other 0 <br />Test Compaction Comp. Moisture Moisture Soil <br />No. Location of Test % S ec. Content % S ec . Proctor Value T e <br />68 Backfill, 280' E. & 10' N. of W. edge and <br /> centerline of dam @ Elevation 7455 99.3 959 11.6 - M-119.1 @ 12.3 CL <br />69 Backfill, 325' E. & 10' S. of W, edge and <br /> centerline of dam @ Elevation 7456 93.2 957 13.7 - M-119.1 @ 12.3 CL <br />70 RETEST OF TEST # 69 95.0 952 13.0 - M-119.1 @ 12.3 CL <br />71 Backfill, 300' E. of W, edge and cente r- <br /> line of dam @ Elevation 7457 97.2 957 12.7 - ht-119.1 @ 12.3 CL <br />Distribution: KEY: S = Standard Proctor C Cohesive CONSTRUCTION MATERIALS CONSULTANTS INC. <br />CMC - Colo. Springs, CO D1= Modified Proctor NC = Non-Cohesive <br /> PIM = C. E. 55 Proctor E Expansive <br /> * Fails Compaction Spe c. BC Iiase Course ~- <br /> ** Fails [•foisture Spec. py; ~ ~ <br /> Construction LORADO SPRINGS <br /> DENSITY TEST mat@rlalS UEBLO <br /> DA1LY REPORT Consultants COLORADO <br />