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IA) IVRN <br />NORTHERN <br />114441.0, 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-5 <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 881.5 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 9.00 ft / Elev 872.50 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 />ATTERBERG <br />Lu a o w o LIMITS <br />U >- } co � j in�H <br />CO <br />w S Q O MATERIAL DESCRIPTION _� > 0 D j< w - N 2 Q� 9 o ff E H O w z <br />p 0 D O. mO> U > Oz O� Q! �p LL <br />U co 0 UZ O �O �J aJ Qz <br />0 co ▪ G✓ a p U <br />d <br />10.4 , BITUMINOUS PAVEMENT (5 Inches) 881.1 AU <br />0.9 , APPARENT AGGREGATE BASE (6 Inches) 880.6 <br />SS 5-8-7 <br />1.5 <br />ISILTY SAND, (SM) dark brown, fine to medium grained, 880 0 1 67 (15) <br />moist, trace gravel <br />(Undocumented Fill) SS 100 3-6-6 <br />POORLY GRADED SAND WITH SILT, (SP-SM) brown, 2 (12) <br />fine to medium grained, moist, medium dense to loose, <br />trace gravel <br />(Alluvial) <br />5 <br />10 <br />10.5 871.0 <br />Bottom of borehole at 10.5 feet. <br />SS 89 5-5-4 <br />3 (9) <br />SS 100 3-3-3 <br />4 (6) <br />SS 89 3-3-3 <br />5 (6) <br />