Laserfiche WebLink
NGINEERING REPORTS \GINT\ <br />-PROJECTS\2015 PROJECTSWNORIE ST <br />1408 Northland Drive PAGE 1 OF 1 <br />rikNTI BORING NUMBER SB -2 <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 />4 A <br />4,,,,"i0.6 <br />02 ,-\ BITUMINOUS PAVEMENT (2 Inches) 99 R, <br />SS <br />67 <br />9-9 8 <br />( ) <br />1 <br />8 <br />APPARENT AGGREGATE BASE (5 Inches) 99.4 <br />% <br />e <br />ee�e�e• <br />ieieiei <br />���• <br />ee�e�ee <br />eieieie <br />eeeieie <br />eee� <br />eieieie <br />eeeeeee <br />eieieie <br />eeeeeee <br />eieiei• <br />eieieie <br />eieieie <br />•���� <br />� <br />eeieiee <br />% <br />eeeeeee <br />eeei� <br />eieieie <br />eeeeeee <br />eieieie <br />eieieie <br />♦ee♦ <br />eeeeeee <br />POORLY GRADED SAND WITH SILT, (SP -SM) brown, <br />fine to medium grained, moist, trace gravel <br />(Fill) <br />NOTE: Fine to coarse grained below 2 feet. <br />NOTE: With gravel below 4.5 feet. <br />7.0 93.0 <br />)1 <br />SS <br />2 <br />89 <br />8-9-7 <br />(16) <br />_ <br />5.0 <br />)1 <br />3 <br />3 <br />89•5-4-4 <br />(8) <br />_ <br />- <br />7.5 <br />POORLY GRADED SAND, (SP) brown, fine to medium <br />grained, moist, loose to medium dense, trace gravel <br />(Alluvial) <br />11.0 89.0 <br />SS <br />4 <br />78 <br />4-3-4 <br />(7) <br />10.0 <br />S5 89 <br />5105 12 <br />) <br />Bottom of borehole at 11.0 feet. <br />