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Client: ' ~_ yominA Fuel Co. • Job No. P-6114 <br /> Lakewood. CO Date 12-7-8 4 <br />Job: New Elk Prep Plant Test By: 68 <br />Location: Las Animas County, CO P. 0. No. <br />Test Type: Nuclear Nuclear Nuclear Sand Cone <br /> Back Scatter Q 8" Direct Trans. Q Drill Depth Q ft. Density 0 <br />Specification: Job 0 L. D. T.L. 0 D579G Q Ci[y Q County 0 Slate 0 Other 0 <br />Test Compaction Comp. P1ois[ure Moisture Soil <br />No. Loca tion of Test % S ec. Content % 5 ec. Proctor Value T e <br />64 Backfill, 200' E. & 25' N. of W, edge and <br /> centerline of dam @ Elevation 7451 91.9' 952 15.5 - M-119.1 @ 12.3 CL <br />65 Backfill, 225' E. & 20' S, of W. edge and <br /> centerline of dam @ Elevation 7452 90.7 95Z 15.3 - M-119.1 @ 12.3 CL <br />66 RETEST OF TEST # 64 95.0 957 13.7 - M-119.1 @ 12.3 CL <br />67 RETEST OF TEST # 65 95.5 959 14.1 - M-119.1 @ 12.3 CL <br />Distribution: KEY : S Standard Proctor C = Cohesive CONSTRUCTION MATERIALS CONSULTANTS, NC. <br />CMC - Colo. Springs, CO PI = Plodified PrOCCOr NC Non-Cohesiv e -~ <br /> MM = C. E. 55 Proctor E = Expansive <br /> * Fails Compaction Spe c. BC = Base Course <br /> ** Fails Moisture Spec. py; _ <br /> Construction COLORADO SPRINGS <br /> DENSITY TEST materials PUEBLO <br /> DAILY REPORT <br /> Consultants COLORADO <br />