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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 #; S13-8 <br />JUNIPER WOODS 1-3 START TIME; 10:40 END TIME; 11:40 <br />STREET RECONSTRUCTION <br />RAMSEY, MINNESOTA METHOD: 3 '/4" I.D. Hollow Stem Au^ <br />CREW: C D NH <br />LOCATION; Tonto 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 />6.0 <br />1.5 inches Bituminous 4.5 inches of Aggregate <br />SP <br />POORLY GRADED SAND, fine grained, brown. <br />1 <br />21 <br />4.3 <br />4.0 <br />SP-SM <br />POORLY GRADED SAND w/ SILT, fine grained, brown. <br />5.0 <br />2 <br />7 <br />4.5 <br />3 <br />10 <br />7.2 <br />9.0 <br />SP <br />POORLY GRADED SAND, fine grained, brown. <br />10.0 <br />4 <br />3 <br />5.1 <br />15.0 <br />5 <br />9 <br />3.9 <br />20.0 <br />fine to medium grained, light grey. <br />6 <br />16 <br />4.8 <br />21. <br />Boring complete to 21.5 feet. <br />No water encountered during drilling. <br />No water encountered to cave-in at 13' 9" after completion. <br />