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1 ►r � lIVSTANT TESTING CONIPqNY <br /> _ �� 7125 West �26°t Street Suite 500 Savage, MN 55378- (952) 890-7366• Fax: (952)890-S883 <br /> DENSITY TEST REPORT <br /> NARR CONSTRUCTION <br /> P.O.BOX 5007 <br /> HOPKINS,MN 55343 <br /> Prolect: 50T Ferndala Raad North Orono <br /> Date Tested: December 29,2005 Q�:p0 pm <br /> Ordered By: Greg Reported: January 3,2006 <br /> Field Technician: Tom Wamer,ITCO . <br /> Inplace Dertsity Test � <br /> Test Num6er. , <br /> 1 <br /> Location: Front stoop a�a <br /> ad'acent to footin <br /> Da th Below Grade: <br /> Footin rade <br /> Visual Soil Class: Sand 8� ravel <br /> Proctor Curve Number. ��pi - <br /> Percent Moislure: <br /> 6.6 ' <br /> O Gmum Moisture: 9 2 <br /> Reiative Moisture PerGenF 72 <br /> Field Densi , PCF: 133.4 <br /> Standard Maximum 0 Oensi ,PCF: 137.6 <br /> Relative Densi ,Percent 10� <br /> Re uired Minimum; 98 • <br /> Rema�lcs: Pads construcfed of engineered fill could be subject to a loss of consolidation(f left unbuilt upon over a <br /> single winter. Penetrating frost combined with a season of freeie-thauv cycles mght loosen soils to the <br /> deplh of the frost. This appGes to fill composed ot eithergranular orfine-grained cohesive materfal. A►I <br /> pads left e�sed for one urinter should he inspected hy a geotechnical engineer or technician. <br /> Copies To: <br /> Charge Codes: Mob�iza6on #701 � <br /> DensityTests 1 #fi0� 1 <br /> Charge Per 7est #306 1 <br /> Miteage #612 48 <br /> "V � � <br /> r ���� <br /> s�9�ed <br /> Gordon J.Kopecek, Professional Enyineer-Registrotion No, 72ga <br /> T -d dL0=Z0 GO SO �dd <br /> E 'd dE�b = TO LO SO �dd <br />