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Client: ,1'~Irnn fnrr;,y. loc., Job No. 7233') <br />!'oc!cville, Colorado Date G-14-9U <br />Job: _'line Suoi I Pi le - Tciin Pines ti 2 !9ine 'l'est By: JF <br />Location: Rocl:vale, Colorado P. 0. No, <br />'l'est 'fypr.; tiuclear Nuclear tiucle_ar Sand Crone <br />liacl< S'calterQ S" Direct 'Trans. ~,\' Drill UepthQ ft. Iiensity <br />Specification: Job 0 L.U.'I'.L. Q DS79C Q City ~ Co unty ~ Stale O Other <br />'test Compaction Comp, Moisture Ploisture Soil <br />iJo. I.ocnt ion of 'l'est Spec. Content i; Spec. Proctor Value 'T'ype <br />4 3U' east F. ~i)' north of 51;~ corner of <br /> refuse ~' 4' shove oracle 119.7 - 4.2 - 5-37.U ~i 2U ,5 ReEusc <br />~ 75' cast 8 45' north of Sl! corner oC <br /> refuse ~ 4' above grade 130.4 - 5.4 - 5-37.0 ~) 2U .5 Refuse <br />G 135' east G 2U' north o1' S4! corner oC <br /> refuse G 4' above grade 131.0 - 4.0 - 5-37.0 ~ 20 .5 Retusc <br />Distribution: KEY: S =Standard Proctor C =Cohesive <br />c: LD-Col.o. Springs, CO PI = t4odified Proctor NC = Non-Cohesive LINCOLN-DeVORE, IN <br />hII9 = C. E. 55 Proctor P. =Expansive <br />Fails Compaction Spec. QC =Base Course <br />~~ Fails I•loisture Spec. By: <br />DIstJS17'Y TEST LINCOLN COLORADO: COLORADO SPRINGS <br />UAILY REPORT ( <br />"DeVORE GRAND JUNCTION , PUEB LO <br /> ENGINEERS <br /> GEOLOGISTS <br /> <br />