Laserfiche WebLink
IIA) IVRN <br />NORTHERN <br />TECHNOLOGIES,LLC <br />CLIENT City of Ramsey <br />1 <br />Inver Grove Heights <br />6160 Carmen Avenue East <br />Inver Grove Heights, MN, 55076 <br />P: 651-389-4191 <br />BORING NUMBER SB-3 <br />PAGE 1 OF 1 <br />PROJECT NAME Brookview Estates Street Reconstructions <br />PROJECT NUMBER 18.MS06855.000 PROJECT LOCATION Ramsey, MN <br />DATE STARTED 9/26/18 COMPLETED 9/26/18 GROUND ELEVATION 883 feet HOLE SIZE 6 1/2 in. <br />DRILLING CONTRACTOR NTI GROUND WATER LEVELS: <br />DRILLING METHOD 3 1/4 in H.S.A AT TIME OF DRILLING 6.50 ft / Elev 876.50 ft <br />LOGGED BY RRH CHECKED BY SDG AT END OF DRILLING --- <br />CAVE IN (ft) --- FROST DEPTH (ft) --- AFTER DRILLING --- <br />NOTES Elevation determined using a Trimble GeoXH 6000(NAVD 88 GeoID 09 datum). <br />a <br />w <J <br />0 O <br />0 <br />20 <br />20.5 <br />MATERIAL DESCRIPTION <br />4 , BITUMINOUS PAVEMENT (4 1/2 Inches) <br />APPARENT AGGREGATE BASE (4 Inches) <br />1.5 SILTY SAND, (SM) dark brown, fine grained, moist, <br />trace gravel <br />(Undocumented Fill) <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />fine to medium grained, moist, loose to very loose, trace <br />gravel <br />(Alluvial) <br />9.0 <br />13.0 <br />LEAN CLAY WITH SAND, (CL) brown, moist, soft, trace <br />gravel <br />(Alluvial) <br />LEAN TO FAT CLAY, (CH/CL) gray, moist, soft, trace <br />gravel <br />(Alluvial) <br />ATTERBERG <br />a Lu o w e LIMITS <br />w CC _. <br />0 d D <br />wm W0 Z-J H� — Z 0 w <br />aD O. mO> Y`-' D QH <br />cn� �� CO H0 LL <br />U Oz 0— Q— cn Z U Z d Q O J J a J Q Z <br />0 <br />882 6 1 AU <br />V SS 89 4-6-8 <br />881.5 1 (14) <br />ZS 89 5-4-4 7 <br />() <br />874.0 <br />870.0 <br />19.0 864.0 <br />CLAYEY SAND, (SC) gray, moist, rather stiff, trace <br />gravel <br />(Glacial Till) <br />Bottom of borehole at 20.5 feet. <br />862.5 <br />SS 100 3-2-3 <br />3 (5) <br />SS 89 2-2-2 <br />4 (4) <br />SS 100 2-1-1 <br />5 (2) <br />SS 89 2-2-2 <br />6 (4) <br />SS 100 2-1-1 <br />7 (2) <br />SS 100 6-7-74 <br />( ) <br />22 <br />46 <br />