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LOG OF BORING <br />c <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />x <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />E <br />1- <br />0 <br />U <br />N <br />0 <br />0 <br />0 <br />0 <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 4/3/18 1 <br />I NTERTEC <br />Braun Project B1705491 <br />GEOTECHNICAL EVALUATION <br />City of Ramsey 2018-2019 Reconstruction Projects <br />Ramsey, Minnesota <br />BORING: ST-C13 <br />LOCATION: N: 195813, E: 463033 See attached <br />sketch. <br />DRILLER: SC <br />METHOD: 3 1/4" HSA, Autohammer <br />DATE: 7/5/17 <br />SCALE: 1" = 4' <br />Elev. <br />feet <br />889.6 <br />Depth <br />feet <br />0.0 <br />Symbol <br />Description of Materials <br />(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) <br />BPF <br />WL <br />MC <br />% <br />Tests or Notes <br />888.8 <br />0.8 <br />PAV <br />4 inches <br />of bituminous over 5 inches of aggregate <br />F <br />13 <br />[� <br />X15 <br />9 <br />9 <br />887.6 <br />2.0 <br />FILL <br />- - <br />\base. <br />FILL: <br />Poorly Graded Sand with Silt, fine- to <br />-grained, with Gravel, dark brown, moist. r <br />_ <br />_ <br />_ <br />11.0 <br />SP <br />SM <br />\medium <br />POORLY GRADED SAND with SILT, fine- to <br />medium -grained, trace Gravel, brown, moist, loose <br />medium dense. <br />(Alluvium) <br />_X <br />to <br />_ <br />_X <br />878.E <br />X5 <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />B1705491 <br />Braun Intertec Corporation <br />ST-C13 page 1 of 1 <br />