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Client: • Wvomine Fuel Co. ~ Job No. P-6114 ~_ <br />Lakewood, CO ~ Date 12-8-84 <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 ~ 8" Direct Trans. 0 Drill Depth Q _ ft. Density Q <br />Specification: Job 0 L. D. T. L. Q DS79C Q City Q County Q S[a[e Q Other Q i <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 99.3 957, 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 93,2 959 13.7 - M-119.1 @ 12.3 CL <br />70 RETEST OF TEST # 69 95.0 95~ 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 - M-119.1 @ 12.3 CL <br />Distribution: KEY : S = Standard Proctor C = Cohesive CONSTRUCTION MATERIALS CONSULTANTS INC. <br />CMC - Colo. Springs, CO ri= Modified Proctor NC Non-Cohesive <br /> mM C. E. SS Proctor E Expansive <br /> * Fa11s Compaction Spe c. BC Base Course ~- <br /> ** Fails moisture Spec. By; - `~ <br /> DENSITY TEST Construction LORADO SPRINGS <br /> DAILY REPORT mat@r+alS PUE8L0 <br /> Consultants COLORADO <br />