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Client: Wyoming Fuel Co. Job No. P-6114 <br /> Lakewood, CO Date 11-~0-8 4 <br />Job: New Elk Prep Plant Test 6y: 6g <br />Locat ion: Las Animas County CO P. 0. No. <br />Test T}•pe: Nuclear Nuclear Nuclear Sand Cone <br /> hack Scatter Q Direct Trans. ® Drill Depth Q _ ft. Density <br />Speci fication: Job ~ L.D.T.L. Q DS79G ~ City Q County Q Sate ~ Other <br />Test Compaction Comp. Moisture Moistu re Soil <br />No. Loca tion of Test % S ec. Content % S ec . Proctor Value T e <br />46 Backfill, 290' E, & 5' S, of 1J, edge and <br /> centerline of dam @ Elevation 7440 96.1 957 15.3 - M-119.1 @ 12.3 CL <br />47 Backfill, 80' E. & 5' N. of W. edge and <br /> centerline of dam @ Elevation 7442 95.1 957 15.2 - M-119.1 @ 12.3 CL <br />48 Backfill, 290' E. & 10' S, of lJ, edge and <br /> centerline of dam @ Elevation 7441 96.1 957 15.7 - M-119.1 @ 12.3 CL <br />49 Backfill, 90' E, & 40' N, of lJ, edge and <br /> centerline of dam, spillway pipe @ <br /> Elevation 7442 95.3 957 17.2 - M-119.1 @ 12.3 CL <br />Distribution: KEY : S = Standard Proctor C = Cohesive CONSTRUCTION MATE RI d.$ CONSULT TS , INC. <br /> P1= Modified Proctor NC = Non-Cohesive ' <br />/ <br />Ci1C - Colo. Springs, CO pIM = C. E. 55 Proctor E = Expansive <br /> * Fails Compaction Spec. BC = base Course <br /> ** Fails Moisture Spec. p mss= <br /> Construction COLORADO SPRINGS <br /> DENSITY TEST mClt@rIQ1S PUEBLO <br /> DAILY REPORT Consultants COLORADO <br />