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. �, �. <br /> McDonald's Corporatior E-3G76 <br /> Decemher 21 , 1987 Page 8 <br /> In each boring, Standard Penetration Tests (SPT) were performed at <br /> selected intervals in accordance witli ASTM Test Designation D-158G. <br /> The split spoon samples were driven with a one }iundre3 forty (140) <br /> pound hammer falling thirty (30) inches. <br /> Moisture contents were performed on all samples. Results of <br /> moisture determinations, together with �lassifications, are shown on <br /> the boring logs included in this report. The results of three sieve <br /> analyses are illustrated on Plate 9, Grain Size Analyses. <br /> LIMITATIONS <br /> our recomm�>ndations and conclusi�ns are based on the site materials <br /> observed, �elective labor.atory testing and engineering analyses. <br /> The concl.usions and recommendations are professional opinions <br /> derived in accordan�e with current standards of practice. No <br /> warranty is expressed or implied. <br /> The recommendations submitted in this report are based upon the data <br /> obtained from the borings. Soil and groundwater conditions between <br /> borings may vary from those encountered by the borings. The nature <br /> ana extent of variations between borings may not become evident <br /> unti't. construction. If va:iations then appear, ECI should be <br /> allow��d to ree•;aluate the recommendations of this report prior to <br /> proceeding with the oonstruation. <br /> f <br /> Additional Services <br /> It is recommended that ECI provide a general review of the final <br /> design and specifications to verify that the earthwork and founda- <br /> tion recommendations have been properly interpreted and implemented <br /> in the de�ign and in the construction specifications. <br /> It is also recommended that ECI be retained to provide geotechnical �. <br /> services during constru��tion. This is �o observe compliance with i <br /> the design concepts, specifications or recommendations and to allow ! <br /> design changes in the event subsurface conditions differ from those I <br /> anticipated prior to the start of construction. � <br /> � <br /> i <br /> i <br /> i <br /> � <br /> i <br /> Earth Consultants, Inc. I <br /> I <br />