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<br />~, <br /> <br />ill ~II WILLIAMS EARTH SCIENCES, INC. <br /> <br />III -~ I CORPORATE OFFICE: <br />II ~~- __ --:i II 10600 Endeavour Way, Largo, FL 33777 <br /> <br />111="11 <br />i =~ i llllrgo: (727) 541-~.U Fax: (721) 541-1510 <br />: I ==j II' Jacksonville: ~O") 262~8852 Fex: ~o..) 262-8864 <br />! ! j I Panam. City: (501 747-9419 Fa.: ( 50) 783.2464 <br />I L~.~,:__=~:,,::~:,,-~_~:_ j, <br />. - ___ - _m , <br /> <br />IN-PLACE SOIL DENSITY <br />NUCLEAR METHOD <br />ASTM D-2922 <br /> <br />CLIENT: G. L. Steve Construction PROJECT NO: B200322 <br />PROJECT: 38651 EVEL YN DR REPORT NO.: 2 <br />SPECIFICATION: 95% PERFORMED BY: F. Mullins <br />SOIL TYPE: Tan Fine Sand DATE TESTED: 8/18/2000 <br />MAX. DENSITY: 105.5 OPTIMUM WC%: 13.2 PROCTOR# <br />Test No. Depth Elevation Description of Test Location Dry Density Water Lab. Max Percent PASS <br /> pet. content Proctor Compaction FAIL <br />3 12" 0.0' APPROX. 30'S&30'W OF THE NE 103.7 4,0 105.5 98% PASS <br /> CORNER <br />4 12" 0,0' APPROX. 25'E&30'S OF THE NW 104.6 3.9 105.8 99% PASS <br /> CORNER <br /> <br />o Retest of failing densitics will be pcrformcd at thc Client's request. Retests may have been performed prior to your <br />receipt of this report. Ifthcrc is a qucstion. plcase contact our office. <br /> <br />Datum: <br /> <br />Bottom of Footing <br /> <br />Copies to: Pasco County Building Dept. <br /> <br />Notes: <br /> <br />/,/~~ 'J <br /> <br />/Stephen C, Knauss, P.E. <br />Sr. Geotechnnical/materials Engineer <br />Florida Registration No, 28202 <br />Signed and Sealed original in file <br /> <br />Permit No.: 9599 <br /> <br />Page 1 of 1 <br />