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<br />'esr Ia! INe: <br />. GEOTECHNICAL & MATERIALS <br />ENGINEERING, TESllNG & INSPECllON <br /> <br />PROJECT: <br /> <br />P.O. BOX 15732' TAMPA, FLORIDA 33684. 813/872-7821 <br /> <br />CLIENT: <br /> <br /> 120 <br />u.. <br />~ <br />! <br />.... <br />:r: <br />0 <br />w 110 <br />3: <br />.... <br />Z <br />::l <br />>- <br />ex: <br />0 <br /> 100 <br /> <br />Backtel Duplex Project <br />Zephyrhills, Florida <br /> <br />FJ. Eisler Tractor Service <br /> <br />130 <br /> <br />1m [filii <br />I ..~. ...+1.:; <br /> <br />. i l <br />i <br /> <br />!mj..~i <br /> <br />i i I I ' <br />I r I <br />+--+--w.- i <br />Ii! <br />I <br />) <br />i <br /> <br />I I! I <br /> <br />~,' <br />~w+.o <br /> <br />I <br /> <br /> <br />.~ <br /> <br />I , t- <br />o ".1 I ! .+t.,.. <br />I <br /> <br />I <br />: <br />i <br /> <br />r' <br />r.. <br />t..... <br />"'" <br />r- <br />f- <br />f- <br />r- <br /> <br />t= <br />I <br />I <br /> <br /> r <br /> , <br />r tt <br />i ri- <br />,. I <br /> <br /> <br />~...;..- <br /> <br />'0 <br /> <br />o <br /> <br />1I <br /> <br />TEST METHOD: <br /> <br />ASTM D 1557 <br /> <br />SOIL DESCRIPTION: <br /> <br />r - <br />, <br />! <br />1 , <br />-+ , --,. <br />, <br /> <br />Vi <br /> <br />i <br /> <br />! I <br /> <br />! ' <br /> <br />I <br />-H- I <br />++r-+ <br />+'t+ <br />+'-t- <br />~lif-f- ; <br />! It;, ; <br /> <br />i <br />I <br /> <br />10 <br /> <br />- -q:ttt-... :. j : <br />H~+=f ,.' <br />'r; i i '~:tii ....~, i <br />+ I " .:rtli= 'tt+ + -j- <br />Ime-... i I-H-; I; 'I <br /> <br />- ,. tw,.o ... ... ,- <br /> <br />~~ <br /> <br />-- 1-=. -_+ <br /> <br />! <br /> <br />, i I <br /> <br />~~~~f~:i:t' <br />. ~ <br /> <br />I <br /> <br />I ! <br />I ! i <br /> <br />, <br />I <br />I I <br />r <br /> <br />MOISTURE CONTENT - % <br /> <br />III <br /> <br />Orange fine sand with clay <br />(Fill Material) <br /> <br />COMPACTION TEST NO: <br /> <br />MAXIMUM DRY DENSITY: <br /> <br />122.2 peF <br /> <br />OPTIMUM MOISTURE CONTENT: <br /> <br />2 <br /> <br />12.6 % <br /> <br />LOCATION: <br /> <br />dtl/comp.2 <br /> <br />NE corner of Building No.1 <br /> <br />COMP ACTION TEST <br /> <br />PROJECT NO: <br /> <br />TL-9068 <br /> <br />DATE: <br /> <br />June 8, 2004 <br /> <br />.J.- <br />, <br />I <br /> <br />.:1: <br /> <br />.. ..+.~m '! : <br />: i ...(.. ~_. <br />M~ <br /> <br />Il't- 1 I <br />. I- . <br />;. f-. <br />~ '~"'f~""" <br /> <br />-t..L <br />-++, <br /> <br />, , I <br />-or I <br /> <br />I ;' <br /> <br />I <br /> <br />t-'~ <br /> <br />.1-- <br />!--. <br />1 t- <br /> <br />"m.1 <br />! .+.. <br />! <br />....- .'+- <br /> <br />j <br />I <br />I <br /> <br />I <br />I <br /> <br />-... <br />f-- <br />+.... <br />f- <br /> <br />20 <br /> <br />as <br /> <br />:so <br /> <br />DATE RECEIVED: <br /> <br />6/04/04 <br /> <br />DA TE TESTED: <br /> <br />6/07/04 <br /> <br />REPORTS TO: <br /> <br />F.J. Eisler Tractor Service <br />AUn: Mr. Fred Eisler <br /> <br />(2) <br /> <br />,AJ!J~~ <br /> <br />TEST LAB, 1Ne. ~/.;2' ~~ <br />