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<br />2CHR 7'14 <br /> <br />Job No: <br />Sampled By: <br />Date Sampled: <br />Date Reported: <br /> <br />LOCA nON <br />Footer Bottoms: <br /> <br />If 1/ r5 <br /> <br />HERNASCO TESTING LABORATOR~ INC. <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 />007-25681 <br />James Christensen <br />3/1/2000 <br />3/6/2000 <br /> <br />Project: <br />Location: <br />Client: <br />Material: <br />Sampled From: <br /> <br />I JOHN 5:/3 <br /> <br />Florida Eye Care & Cataract Center <br />Gall Blvd., Zephyrhills, Fl. <br />Ryman Construction <br />Subgrade Soil <br />Compacted Footer Bottom <br /> <br />PERCENT <br />MOISTURE <br /> <br />Northwest Comer going Northeast to Southeast to Southwest in 75' intervals <br /> <br />75' <br />150' <br />225' <br />300' <br />375' <br />450' <br />525' <br /> <br />FIELD DENSITY DATA <br /> <br />DRY <br />DENSITY <br /> <br />107.2 <br />108.9 <br />110.1 <br />109.4 <br />108.5 <br />107.2 <br />109.0 <br /> <br />C: Ryman Construction <br /> <br />JEC/rjp <br /> <br />5.0 <br />5.3 <br />7.2 <br />6.1 <br />5.2 <br />5.4 <br />5.7 <br /> <br />PERCENT <br />DENSITY <br /> <br /> <br />95.1 <br />95.5 <br />96.6 <br />96.0 <br />95.2 <br />95.1 <br />96.7 <br /> <br />112.7 <br />114.0 <br />114.0 <br />114.0 <br />114.0 <br />112.7 <br />112.7 <br />