Laserfiche WebLink
INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING <br /> PRO.IECT: 23-193 CITY OF RAMSEY DATE; 7 20 23 BORING#: SB-3 <br /> FOX RIDGE ESTATES 1&2 START TIME: 12:20 END TIME: 12:45 <br /> STREET IMPROVEMENTS <br /> RAMSEY, MINNESOTA METHOD: 3 '/4" I.D. Hollow Stem Auger <br /> CREI/I/; CD/NH <br /> LOCATION; Wolfram St NW-See Boring Location ELEVATION: Page 1 of 1 <br /> Depth ASTM Soil Sample N <br /> (Feet) Symbol Description # Value Wn Notes <br /> 7.0 2.5 inches Bituminous 4.5 inches Aggregate <br /> SP POORLY GRADED SAND,fine grained,grey. <br /> 1 11 11.7 <br /> 4.0 <br /> CH HIGHLY PLASTIC CLAY,grey,motttled. <br /> 5.0 <br /> 2 7 27.8 <br /> 7.5 <br /> SP POORLY GRADED SAND,fine grained,brown,mottled. <br /> 3 7 9.1 <br /> 10.0 <br /> SP-SM POORLY GRADED SAND w/SILT,fine grained,brown. <br /> 4 5 13.5 <br /> 11.5 <br /> Boring complete to 11.5 feet. <br /> No water encountered during drilling. <br /> No water encountered to cave-in at 7'6"after completion. <br />