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Aug-21-96 06:36A Lincoln DeVore of Grd Jct 970-242-1561 P.05 <br />sampler, Lhin wx] L Shelby tubes, and by bulk method;;. Logs de- <br />scribing the subsurface conditions are presented in the attached <br />Figrires. <br />The lines defining the change betwee+n <br />soil types or rock materials on the attached boring logs ~uui sail <br />pc•ofile.s are determined by interpolxtinn and t.hrrefor•e are al•- <br />proximations. The transition between soil types may be abc•ni~t. <br />or may be• gradua.l. <br />The boring logs and related information <br />show subsurface conditions xt the date anal loc•.rl.ion of This <br />e~:ploration. Soil conditions may dii'fer at locations other tF~xn <br />t}iose of the exploratory borings. If the structure is moved ari~- <br />.rh}~reciable distance from the locations of the borings, Lhe soil <br />conditions may not be the same as those reported here. The <br />l+xssage of time may also rest:lt. in a change in .ttte soil condi- <br />tions at the boring locations. <br />The following laboralo r•y Levts wPr•P <br />performed on representative soil samples Lo determine thril~ <br />relat.i~•e engineering properties. <br />ASTDI D-2981 Soil Classification <br />ASTM D-2.135 One Dimensional Consolidation <br />ASTM D-2937 In-Place Soil Density <br />ASTM D-2216 Mcisttrre Content of Soil <br />Tests were performed in accordance wit.lr <br />test methods of the American Society fur Testing and Materials or <br />ol.lier accepted standards. The results of our l.aboraLor}' tests <br />are included in this report. T7e in-place soil density, moisture <br />r.or.tent and Lhe standard penetration test. values are presr~nleri or, <br />the attxctred drilling logs. <br />3 <br />