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Client~:• Wyoming Fuel Co. • Job No. P-6114 • <br />Lakewood, CO Date 11-16-84 <br />Job: New Elk Prep Plant Test 6y: 68 <br />Location: Las Animas County, CO P. 0. No. <br />Test Type: Nuclear Nuclear Nuclear Sand Cone <br />back Scatter ~ si,~Direct Trans. ® Drill Depth Q _ f[. Density 0 <br />Specification: Job ® L. D. T.L. Q DS79C Q Ci[y ~ Count <br />y Q Slate <br />4 Other <br />Test Compaction Comp. Moisture Moisture Soil <br />No. Location of Test % S ec. Content % 5 ec . Proctor Value T e <br />8 Backfill, Keyway trench, 300' E. and <br /> centerline of dam from W. edge @ <br /> Elevation 7422 94.5* 957 13.3 - M-119.1 @ 12.3 CL <br />9 Backfill, Keyway trench, 200' E, and <br /> centerline of dam from W, edge @ <br /> Elevation 7425 98.4 952 11.3 - M-119.1 @ 12.3 CL <br />10 Backfill, Keyway trench, 300' E, and <br /> 60' S. of W. edge and centerline <br /> of dam @ Elevation 7421 96.6 957 14.3 - hf-119.1 @ 12.3 CL <br />Distribution: KEY: S = Standard Proctor C = Cohesive CONSTRUCTION PIATERIALS CONSULTANTS, INC. <br />PI = Modified Proctor NC Non-Cohesiv e j'~ <br />CFIC - Colo. Springs, CO !IM = C. E. 55 Proctor E = Expansive / <br /> <br />* Fails Compac[1on Spec. <br />BC <br />= base Course <br />~ ` <br />C <br />___~ <br />** Falls Poisture Spec. py; ~ ~ ° .__ <br /> <br /> <br />DENSITY TEST Construction C LORADO SPRINGS <br /> materlalS PUEBLO <br />UALLY REPORT <br /> Consultants COLORADO <br />