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-2578-03 <br />K L E IN FE E D f_R File No. 20 <br />November 29, 1990 <br />Table I <br />E2E:;iJ t TY,T L:r -, <br />0 Dep#rftw Dry Labonsloff-, Spec" <br />Test Finished Moisture Density Compaction Relative Relative <br />No. Date Test Location Su de % Dry Wt. P.C.F. Curve No. Compaction Compaction <br />l • e a : • • ;1' eta' <br />1 <br />7-30 <br />—32 <br />21.4 <br />106 <br />33 <br />94 <br />90 <br />2 <br />7-30 <br />—32 <br />21.7 <br />104 <br />33 <br />93 <br />90 <br />3 <br />7-30 <br />—32 <br />22.0 <br />104 <br />33 <br />93 <br />90 <br />4 <br />7-30 <br />—30 <br />2.1.1 <br />107 <br />33 <br />96 <br />90 <br />5 <br />7-30 <br />—30 <br />22.1 <br />105 <br />33 <br />94 <br />90 <br />6 <br />7-30 <br />—30 <br />17.9 <br />109 <br />33 <br />98 <br />90 <br />7 <br />7-30 <br />—28 <br />19.3 <br />107 <br />33 <br />95 <br />90 <br />8 <br />7-30 <br />—28 <br />21.7 <br />106 <br />33 <br />95 <br />90 <br />9 <br />7-30 <br />—28 <br />18.3 <br />107 <br />33 <br />96 <br />90 <br />10 <br />7-31 <br />—36 <br />21.7 <br />105 <br />33 <br />94 <br />90 <br />11 <br />7-31 <br />—37 <br />19.9 <br />107 <br />33 <br />96 <br />90 <br />12 <br />7-31 <br />—37 <br />19.3 <br />105 <br />33 <br />94 <br />90 <br />13 <br />7-31 <br />—34 <br />20.1 <br />106 <br />39 <br />93 <br />90 <br />14 <br />7-31 <br />—35 <br />20.0 <br />106 <br />39 <br />93 <br />90 <br />15 <br />7-31 <br />—36 <br />18.5 <br />109 <br />39 <br />96 <br />90 <br />16 <br />7-31 <br />—33 <br />19.4 <br />107 <br />39 <br />94 <br />90 <br />7 <br />7-31 <br />—3 <br />20.0 <br />108 <br />39 <br />95 <br />90 <br />18 <br />7-31 <br />—35 <br />17.9 <br />110 <br />39 <br />97 <br />90 <br />19 <br />7-31 <br />—32 <br />16.8 <br />111 <br />39 <br />97 <br />90 <br />20 <br />7-31 <br />—32 <br />18.6 <br />108 <br />39 <br />95 <br />90 <br />21 <br />7-31 <br />—32 <br />19.4 <br />107 <br />39 <br />94 <br />90 <br />22 <br />8-2 <br />—32 <br />17.3 <br />108 <br />39 <br />96 <br />90 <br />23 <br />8-2 <br />—34 <br />19.9 <br />107 <br />39 <br />95 <br />90 <br />24 <br />8-2 <br />—32 <br />18.7 <br />109 <br />39 <br />96 <br />90 <br />25 <br />8-2 <br />—31 <br />18.8 <br />108 <br />39 <br />95 <br />90 <br />26 <br />8-2 <br />—32 <br />16.7 <br />ill <br />39 <br />98 <br />90 <br />27 <br />8-2 <br />—1 <br />17.6 <br />108 <br />39 <br />95 <br />90 <br />28 <br />8-3 <br />—30 <br />18.7 <br />109 <br />39 <br />96 <br />90 <br />29 <br />8-3 <br />—30 <br />16.8 <br />110 <br />39 <br />97 <br />90 <br />30 <br />8-3 <br />—30 <br />18.9 <br />109 <br />39 <br />96 <br />90 <br />Accepted enoeeering and testutg Procedures were used for these tests. _ The.above data is presented for informatwn purposes only. In the absence of conw%mis <br />obserMions of our personnel at the site. we can not express an opinion as to #0 adequacy of site preparation or overall M compaction. We do not undertake the <br />guarantee of construction, nor do we relieve the contractor of tris prknagy meponstay to produce a completed project cordorming to the project Pians and <br />speclica � ]990 KLe�'�lder, ItC. <br />R-0 <br />