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NGINEERING REPORTS \GINT\ <br />-PROJECTS\2015 PROJECTSWNORIE ST <br />- NTI BORING NUMBER SB -3 <br />11408Northland Drive PAGE 1 OF 1 <br />Mendota Heights, Minnesota 55120 <br />Telephone: 763-433-9175 <br />CLIENT City of Ramsey PROJECT NAME Andrie Street Improvement Project <br />PROJECT NUMBER 15.61197.100 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 11/3/15 COMPLETED 11/3/15 GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 inches <br />DRILLING CONTRACTOR NTI GROUND WATER LEVELS: <br />DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING --- No water encountered <br />LOGGED BY BH CHECKED BY SDG AT END OF DRILLING --- <br />NOTES AFTER DRI LLI NG --- <br />o DEPTH <br />(ft) <br />GRAPHIC <br />LOG <br />MATERIAL DESCRIPTION <br />SAMPLE TYPE <br />NUMBER <br />RECOVERY % <br />(RQD) <br />BLOW <br />COUNTS <br />(N VALUE) <br />POCKET PEN. <br />(tsf) <br />DRY UNIT WT. <br />(pcf) <br />MOISTURE <br />CONTENT (%) <br />ATTERBERG <br />LIMITS <br />FINES <br />LIQUID <br />LIMIT <br />PLASTIC <br />LIMIT <br />PLASTICITY <br />INDEX <br />- <br />2.5 <br />A <br />4s.��V <br />0 2 ,-\ BITUMINOUS PAVEMENT (2 Inches) 99 8, <br />SS <br />1 <br />78 <br />10-9-10 <br />(19) <br />5 <br />r <br />0.7 APPARENT AGGREGATE BASE (6 Inches) 99.3 <br />• <br />•������ <br />• <br />• <br />•������ <br />• <br />���e <br />� <br />•• <br />• <br />• • <br />POORLY GRADED SAND WITH SILT, (SP -SM) dark <br />brown, fine to medium grained, moist, trace gravel <br />(Fill) <br />4.5 95.5 <br />)1 <br />SS <br />2 <br />56 <br />10-11-9 <br />(20) <br />5.0 <br />. <br />POORLY GRADED SAND WITH SILT, (SP -SM) brown, <br />fine to medium grained, moist, medium dense to dense, <br />trace gravel <br />(Alluvial) <br />NOTE: Little gravel below 7 feet. <br />11.0 89.0 <br />SS <br />100 <br />10-9-9(9- <br />_ <br />7.5 <br />)1 <br />SS <br />4 <br />67 <br />6-5-5 <br />(10) <br />10.0 <br />SS <br />5 <br />56 <br />7-7-7 <br />(14) <br />Bottom of borehole at 11.0 feet. <br />