Laserfiche WebLink
12�'1 y�20'I� 16;05 McCon Bu i I d i ng Co rp {FAX}608 929 7739 P,00'1f 001 <br /> � � � V � ��,�� uWa korder No: y6528-100237.0000 <br /> �NGIN�LERINC� $�IE�I�ES Re��toate: lz���l2a�7 <br /> Cansul�nts I►t:Geotechnlcal Engineedng•Envlronmental Sdenc�s' <br /> Geophyslcal Sarvlc�s•MaterfalsTes�ing•Thresheld Insp�ctlon <br /> Bullding Code AdminisQatlon,Compllance Inspectlon 8�Plan Revlew <br /> ss02 Palm River Roed,TampA,FI. $361g •P:813.740.8S0B -F:813,74D,870g <br /> In-R{��� Qensitv Test Re� <br /> Gllent: McCon Building Corporation 11�S Techniclan:.Mario Arroy� <br /> 1059 Circle Drive P.O. Box 247 Date Tested: 12107/2017 <br /> Highland,WI 53543 <br /> Project: Culve�s-Zephyrhllls . <br /> 6386 Gall Blvd,Zephyrhills, Pasco County, FL <br /> Tvne of Test: <br /> Area Tested: FOOTING F�e�d: ASTM D-6938 Nuclear Gauge Methad <br /> Mat�ri�l; Native �.ab�oratary: ASTM D1557 Modifled Practor <br /> Referenoe Datum: 0�Bottom af Found�tian Footing <br /> The tests below meet the 95°/a minimum campaction requirement. <br /> Maximum Opdmum Fleld Dry Fleld Sotl Pase <br /> Teat d.�alty MoEsture Denafty Molature Compactlan or <br /> No. Lvcatlon ot Test Ran�e (pcf� {%) {pcfl (%� %) Fail <br /> 1 N!W CORNER OF FOOTING 1 ft 115.8 7.3 11D.1 7.� 95 Pass <br /> 2 StW CORNER OF FOOTING 1 tt 115.8 7.3 110.5 7.0 95 Pass <br /> 3 NIE CORNER OF FOQTING 1 ft i 15.8 7.3 116.9 9.8 1D1 Pess <br /> 4 S/E CQRN�R OF FOOTIIVG 1 ft 115.8 7.3 110.5 B.� 95 Pass <br /> To esfebfiah a mutuel protecNon to Unlvers8f'�CHents,the PubNo aod o�rselves,aJ!repab er+s submHfed es cvrrfldantla!properlyW our dlents end <br /> aufhorheNon forpubliG�Non of stetemants,cancfu�lorra or'extr�Cte lrorq or�AeMlrs�ilnlvarsaPs rapotts!8 r�G�erved pending avr wrliten epprvva�. <br /> P�g01 , <br />