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IA) IVRN <br />NORTHERN <br />TECHNOLOGIES, LLC <br />CLIENT City of Ramsey <br />STREET RECON_GEO_18 MSP_06855 000\TESTING REPORTS\GINT\BROOKVIEW ESTATES.GP <br />I I I I I I I <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-1 <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 884 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 --- No Groundwater Observed. <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 />U <br />0- a <br />w <J <br />C) <br />0 <br />5 <br />10 <br />�04 <br />0.8 <br />1.5 <br />4.0 <br />MATERIAL DESCRIPTION <br />BITUMINOUS PAVEMENT (4 1/2 Inches) <br />APPARENT AGGREGATE BASE (5 Inches) <br />CLAYEY SAND, (SC) black, fine grained, moist, trace <br />gravel <br />(Undocumented Fill) <br />NOTE: Organic content in sample 1 = 3.2%. <br />SILTY SAND, (SM) brown, fine grained, moist, trace <br />gravel <br />(Alluvial) <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, <br />fine grained, moist, medium dense, trace gravel <br />(Alluvial) <br />ATTERBERG <br />o_ o z w o LIMITS <br />w rx_ <br />0 d <br />w0w3 W0 Z� H� ~� Z w <br />aD O. mO> Y`-' D Q U12 0 u) Hwp LL <br />0 OZ O— Q— cA Z U Z O Q O J J a J Q Z <br />0 <br />883_6 1 AU <br />883.2 <br />SS 89 4-3-3 17 <br />882.5 1 (6) <br />880.0 <br />6.5 877.5 <br />LEAN CLAY WITH SAND, (CL) brown, moist, medium, <br />trace gravel <br />(Alluvial) <br />A 9.0 875.0 <br />CLAYEY SAND, (SC) brown to light brown, fine grained, <br />moist, medium, stratified, trace gravel, with clay and <br />10.5 sand layering 873.5 <br />(Alluvial) / <br />Bottom of borehole at 10.5 feet. <br />2S 100 7-14-163 <br />(30) <br />SS 89 7-5-5 9 <br />3 (10) 11 <br />SS 100 2-2-3 <br />4 (5) <br />SS 100 2-2-4 <br />5 (6) <br />32 <br />