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INDEPENDENT TESTING TECHNOLOGIES, INC. LOG OF SOIL BORING <br />PRO.IECT: 23-192 CITY OF RAMSEY DATE: 7 18 23 BORING #; S13-4 <br />JUNIPER WOODS 1-3 START TIME; 1:45 END TIME; 2: 10 <br />STREET RECONSTRUCTION <br />RAMSEY, MINNESOTA METHOD: 3 '/4" I.D. Hollow Stem Au^ <br />CREW: C D NH <br />LOCATION; Ute St NW- See Boring Location Plan ELEVATION; Page 1 of 1 <br />Depth <br />ASTM <br />Soil <br />Sample <br />N <br />(Feet) <br />Symbol <br />Description <br /># <br />value <br />Wn <br />Notes <br />7.0 <br />2.5 inches Bituminous 4.5 inches of Aggregate <br />SP-SM <br />POORLY GRADED SAND w/ SILT, fine grained, brown. <br />FILL <br />1 <br />10 <br />3.4 <br />5.0 <br />2 <br />13 <br />3.4 <br />7.0 <br />SM <br />SILTY SAND, fine grained, brown. <br />3 <br />19 <br />4.6 <br />9.0 <br />SP <br />POORLY GRADED SAND, fine grained, brown. <br />10.0 <br />4 <br />8 <br />5.5 <br />5 <br />4 <br />7.7 <br />14. <br />Boring complete to 14.9 feet. <br />No water encountered during drilling. <br />No water encountered to cave-in at 10' 2" after completion. <br />