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<br />2CHR 7:14 <br /> <br />HERNASCO TESTING LABORATORY, INC. <br /> <br />Materials Testing and Engineering <br />p.a.Box 5267. Hudson, Florida 34674 <br />(727) 856-5565 · (352) 596-1092 . FAX (727) 856-0020 <br /> <br />/JOHN 5:/3 <br /> <br />Job No: 007-25680 Project: Florida Eye Care & Cataract Center <br />Sampled By: James Christensen Location: Gall Blvd., Zephyrhills, Florida <br />Date Sampled: 2/28/2000 & 2/29/2000 Client: Ryman Construction <br />Date Reported: 3/6/2000 Material: Subgrade Soil <br /> Sampled From: Compacted Soil in Column Pads <br /> FIELD DENSITY DATA <br /> DRY PERCENT PERCENT PROCTOR <br />LOCA TION DENSITY MOISTURE DENSITY USED <br />Column Line A <br />1 109.9 6.8 96.4 114.0 <br />2 109.3 5.1 95.9 114.0 <br />3 108.3 5.7 95.0 114.0 <br />Column Line B <br />1 109.2 9.1 95.8 114.0 <br />2 108.4 5.6 95.1 114.0 <br />3 109.0 6.3 95.6 114.0 <br />Column Line C <br />1 108.9 6.1 95.5 114.0 <br />2 108.5 5.0 95.2 114.0 <br />3 (Failure) 103.5 5.1 90.8 114.0 <br />3 (Recheck) 109.1 9.8 95.7 114.0 <br />Column Line D <br />1 108.4 5.7 95.1 114.0 <br />2 108.8 5.2 95.4 114.0 <br />3 108.0 5.6 95.8 112.7 <br />4 (Failure) 102.9 5.0 91.3 112.7 <br />4 (Recheck) 107.1 7.2 95.0 112.7 <br />Column Line E <br />1 107.6 5.0 95.5 112.7 <br />2 107.3 5.1 95.2 112.7 <br />3 107.4 5.5 95.3 112.7 <br />4 107.3 5.9 95.2 112.7 <br /> <br />c: Ryman Construction <br /> <br />JEC/rjp <br /> <br />~Ct.\\j~\) . <br />~ .\\ <br />L\)~V <br />..\{ \ \.\ <br />" ~ <br />,..~ ----- <br />-raPfl' <br />