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Client: • Wyoming Fuel Co. • Job No. P-6114 • <br /> Lakewood, CO Date 11-17-84 <br />Job: New Elk Prep Plant Test By: 68 <br />Locat ion: I.as Animas County, CO P. 0. No. <br />Test T}•pe: Nuclear Nuclear Nuclear Sand Cone <br /> back Sca[[er ~ ~j" Direct Trans. ® Drill Depth Q ^ ft. Density <br />Specification: Job ® L. D.T. L. 0 D579C Q City Q County Q State <br />Other Q <br />Test Compaction Comp. Moisture Moisture Soil <br />No. Location of Test % S ec. Content % S ec . Proctor Value T e <br />11 Backfill, 250' E, and 40' S. of lJ. edge <br /> and centerline of dam @ Elevation <br /> 7422 92,0 959, 14,1 - M-119.1 @ 12.3 CL <br />12 RETEST OF TEST # 11 96.2 957 13.4 - M-119.1 @ 12.3 CL <br />13 Backfill, 290' E. & 40' S, of W, edge <br /> and centerline of dam @ Elevation <br /> 7423 95.1 959 16.1 - M-119.1 @ 12.3 CL <br />14 Backfill, 280' E. & 10' S. of Id. edge <br /> and centerline of dam @ Elevation <br /> 7424 97,6 957, 14,4 - i~1-119.1 @ 12.3 CL <br />15 Backfill, 200' E. & 40' S. of IJ, edge <br /> and centerline of dam @ Elevation <br /> 7426 95.1 957 17.0 - PI-119.1 @ 12.3 CL <br />Distribution: KEY : S Standard Proctor C = Cohesive CONSTRUCTION MATERIALS CONSULTANTS, INC. <br /> DI = Modified Proctor NC ~ Non-Cohesiv e <br />P1C - Calo, Springs, CO pIM = C. E. 55 Proctor E Expansive <br /> * Fails Compaction Spec. BC = base Course <br /> ** Fails Coisture Spec. py; ~ ' <br /> DENSITY TEST Construction COLORADO SPRINGS <br /> 171aterlalS PUEBLO <br /> DALLY REPORT <br /> Consultants COLORADO <br />