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12-21-2020-WS
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12-21-2020-WS
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12/18/2020 9:57:47 AM
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12 <br />AU <br />1 <br />SS <br />2 <br />SS <br />3 <br />SS <br />4 <br />SS <br />5 <br />SS <br />6 <br />SS <br />7 <br />3-3-3 <br />(6) <br />5-5-6 <br />(11) <br />4-5-7 <br />(12) <br />6-8-8 <br />(16) <br />5-6-6 <br />(12) <br />6-7-7 <br />(14) <br />0.3 <br />1.2 <br />1.8 <br />6.5 <br />11.5 <br />14.5 <br />907.4 <br />906.5 <br />905.8 <br />901.2 <br />896.2 <br />893.2 <br />212.8 <br />16 <br />18 <br />14 <br />15 33 <br />56 <br />61 <br />67 <br />61 <br />50 <br />56 <br />48 <br />BITUMINOUS PAVEMENT (3.0 inches) <br />APPARENT AGGREGATE BASE (11.0 inches) <br />BITUMINOUS PAVEMENT (8.0 inches) <br />CLAYEY SAND, (SC) brown, fine to coarse grained, <br />moist, trace gravel, occasional root pieces <br />(Undocumented Fill) <br />NOTE: Apparent hydrocarbon odor detected (by human <br />perception only) in Sample No. 2. <br />NOTE: Apparent hydrocarbon odor detected (by human <br />perception only) in Sample No. 3. <br />CLAYEY SAND, (SC) brown, fine to coarse grained, <br />moist, medium dense, trace gravel <br />(Glacial Till) <br />NOTE: Apparent hydrocarbon odor detected (by human <br />perception only) in Sample No. 4. <br />POORLY GRADED SAND, (SP) light brown, fine to <br />coarse grained, moist, medium dense, trace gravel <br />(Glacial Outwash) <br />DRILLING METHOD 3 1/4 in H.S.A <br />LOGGED BY Drew Faherty CHECKED BY Deb Schroeder <br />DATE STARTED 10/3/19 COMPLETED 10/3/19 <br />DRILLING CONTRACTOR NTI GROUND WATER LEVELS: <br />AT END OF DRILLING --- <br />AFTER DRILLING ---FROST DEPTH (ft)---CAVE IN (ft)--- <br />NOTES Elevations provided by SEH, Inc. <br />HOLE SIZE 6 1/2 in. <br />AT TIME OF DRILLING --- No Groundwater Observed <br />GROUND ELEVATION 907.661 feet <br />ATTERBERG <br />LIMITS <br />PLASTICLIMITGRAPHICLOGDEPTH(ft)0.0 <br />2.5 <br />5.0 <br />7.5 <br />10.0 <br />12.5 SAMPLE TYPENUMBERBLOWCOUNTS(N VALUE)PLASTICITYINDEXPOCKET PEN.(tsf)MOISTURECONTENT (%)LIQUIDLIMITRECOVERY %(RQD)FINESDRY UNIT WT.(pcf)Northing: 192421.354 <br />Easting: 557495.347 <br />MATERIAL DESCRIPTION <br />PAGE 1 OF 1 <br />BORING NUMBER SB-5 <br />PROJECT LOCATION Arden Hills, Minnesota <br />CLIENT City of Arden Hills <br />PROJECT NUMBER 19.MSP09107.000 <br />PROJECT NAME Old Snelling Avenue Roadway Improvements <br />NTI LOG - NORTHING & EASTING - NTI-2017-09-14.GDT - 11/6/19 12:52 - R:\RAMSEY\1-PROJECTS\2019 PROJECTS\OLD SNELLING AVENUE ROADWAY IMPROVEMENTS_GEO_19.MSP_09107.000\ENGINEERING REPORTS\GINT\OLD SNELLING.GPJInver Grove Heights <br />6160 Carmen Avenue East <br />Inver Grove Heights, MN 55076 <br />P: 651-389-4191 <br />www.NTIgeo.com
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