Laserfiche WebLink
INDEPENDENT TESTING TECHNOLOGIES, INC. <br />LOG OF SOIL BORING <br />PROJECT, 24-327 CITY OF RAMSEY <br />2024 GRAVEL ROADS <br />IP 25-07 <br />RAMSEY, MINNESOTA <br />LOCATION; Xenolith Street- NW See Boring Location Plan <br />DATE: 9 12 24 BORING #; SB-2 <br />START TIME; 10:15 END TIME; 10:30 <br />METHOD; 3 1/4" I.D. Hollow Stem Auaer <br />CREW: CD / RS <br />ELEVATION; N / G <br />Page 1 of 1 <br />Depth ASTM <br />(Feet) Symbol <br />• <br />12.0" <br />5.0 <br />10.0 <br />11.5 <br />Soil <br />Description <br />12.0 inches Aggregate <br />SP POORLY GRADED SAND, fine grained, brown. <br />FILL <br />PT PEAT, black. <br />sand in tip, blue, green <br />SC CLAYEY SAND, fine to medium grained, grey, blue. <br />Boring complete to 11.5 feet. <br />No water encountered during drilling. <br />No water measured to cave-in at 7' after completion. <br />. <br />Sample N <br /># Value W„ <br />i <br />5 5.0 <br />2 205.1 <br />1 231.8 <br />6 15.4 <br />. <br />Notes <br />