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Client':• Wyoming Fuel Co. • Job No. P-6114 • <br /> Lakewood, CO Date 11-20-84 <br />Job: New Elk Prep Plant Test Dy: 68 <br />Locat ion: Las Animas County, CO P. 0.• No. ' <br />Test Type: Nuclear Nuclear Nuclear Sand Cone <br /> back Scatter 0 8" Direct Trans. [~X Drill Depth Q _ f[. Density Q <br />Spec ificatlon: Job a L.D.T.L. Q DS79G Q City Q County Q State 0 Other <br />Test Compaction Comp. Moisture Moisture Soil <br />No. Loca tion of Test % S ec. Content % S ec . Proctor Value T e <br />22 Backfill, 150' E. & 5' N, of 1-0. edge and <br /> centerline of dam @ Elevation 7439 98.4 952 13.1 - M-119.1 @ 12.3 CL <br />23 Backfill, 280' E. & 5' S. of W. edge and <br /> centerline of dam @ Elevation 7432 98.1 952 12.6 - M-119.1 @ 12.3 CL <br />24 Backfill, 140' E. & centerline of dam <br /> from lJ, edge @ Elevation 7440 95.1 952 15.2 - M-119.1 @ 12.3 CL <br />25 Backfill, 270' E. & 10' S. of W. edge and <br /> centerline of dam @ Elevation 7433 95.3 957 14.8 - M-119.1 @ 12.3 CL <br />26 Backfill, 140' E. & 10' S. of !J. edge and <br /> centerline of dam @ Elevation 7440 88.4* 957 15.9 - M-119.1 @ 12.3 CL <br />27 RETEST OF TEST # 26 95.1 957 18.3 - it-119.1 @ 12.3 CL <br />Distribution: KEY : S = Standard Proctor C Cohesive CONSTRUCTION MATE RIALS~.G(~SULTANTS, INC. <br />CMC - Colo. Springs, CO rt ModlEled Proctor <br />Mrf C. E. 55 Proctor NC Non-Cohesive <br />E = Expansive <br /> * Fails Compaction Spec. BC = base Course <br /> ** Fails Moisture Spec. py;= -- f' <br /> DENSITY TEST Construction COLORADO SPRINGS <br /> ' matBrlalS PUEBLO <br /> DAILY IiEPOR <br />f <br /> Consultants COLORADO <br />