Laserfiche WebLink
Inver Grove Heights BORING NUMBER A-10 <br /> rA') 6160 Carmen Avenue East PAGE 1 OF 1 <br /> Inver Grove Heights, MN 55076 <br /> NTI- <br /> P.651-389-4191 <br /> T[p1XQ40Gl@S,LLC www.NTigeo.com <br /> CLIENT City of Ramsey PROJECT NAME Alpine and Sunwood Drive-Street Improvements <br /> PROJECT NUMBER 16.61770.100 PROJECT LOCATION Ramsey, MN <br /> DATE STARTED 11/7/16 COMPLETED 11/7/16 GROUND ELEVATION 100 ft HOLE SIZE 6 1/2 in. <br /> DRILLING CONTRACTOR NTI GROUNDWATER LEVELS: <br /> DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING ---No Groundwater Observed. <br /> LOGGED BY Robert Hawkins CHECKED BY DAS AT END OF DRILLING - <br /> CAVE IN(ft) 3.5 FROST DEPTH(ft) --- AFTER DRILLING --- <br /> NOTES Elevation assumed 100.0 Feet. <br /> ATTERBERG <br /> Lu o z w o LIMITS <br /> U of >- ��j w <br /> of <br /> Lu of D � <br /> ED Q O MATERIAL DESCRIPTION ED > OJ Q w N Q U)Lu U X z <br /> a 0 ry a� 0� m0> U� } OZ O� Q� �pLL <br /> U <Z Lu UZ 0 0_ �0 �J ::j <br /> QZ <br /> 0 � d 0 U <br /> d <br /> BITUMINOUS PAVEMENT(5.0�(31nches) <br /> AU <br /> APPARENT AGGREGATE BAS1 <br /> POORLY GRADED SAND WITH SILT,(SP-SM)light <br /> brown,fine to medium grained, moist,trace gravel, M SS 83 14-20-18 7 <br /> possible cobbles 2 (38) <br /> (Fill) <br /> w 5 4.5 NOTE: Brown to dark brown below 2.0 feet. 95.5 <br /> POORLY GRADED SAND WITH SILT,(SP-SM)brown, SS 100 6-8-12 <br /> fine to medium grained, moist,dense to medium dense, 3 (20) <br /> trace gravel <br /> (Alluvial) <br /> SS 100 4-5-4 <br /> 4 (9) <br /> 10 SS 100 4-5-5 <br /> 11.0 89.0 5 (10) <br /> w Bottom of borehole at 11.0 feet. <br /> Q <br /> s <br /> ry <br /> Q <br /> Q <br /> Q <br />