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B.�_AU -- <br />LOG OF BORING <br />c <br />0 <br />.> <br />0 <br />c <br />0 <br />c <br />x <br />0 <br />0 <br />0 <br />0 <br />r <br />0 <br />0 <br />0 <br />c <br />E <br />1- <br />0 <br />0 <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 />NTE RTE`_ <br />Braun Project B1705491 <br />GEOTECHNICAL EVALUATION <br />City of Ramsey 2018-2019 Reconstruction Projects <br />Ramsey, Minnesota <br />BORING: ST-CI <br />LOCATION: N: 195376, E: 462823 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 />897.2 <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 />P200 <br />% <br />Tests or Notes <br />896.4 <br />0.8 <br />PAV <br />4 inches <br />of bituminous over 5 inches of aggregate <br />F <br />V/ 14 <br />[� <br />4 <br />6 <br />— <br />895.2 <br />2.0 <br />FILL <br />%%i <br />•4 <br />\base. <br />FILL: Poorly Graded Sand with Silt, fine-grained, with <br />\Gravel, dark brown, moist. r <br />— <br />890.2 <br />7.0 <br />FILL <br />• <br />$*, <br />•• <br />FILL: Poorly Graded Sand with SILT, fine- to <br />coarse -grained, with Gravel, brown, moist. <br />V 10 <br />12 <br />11.0 <br />SP <br />POORLY GRADED SAND, fine- to medium -grained, <br />trace Gravel, light brown, moist, medium dense. <br />(Alluvium) <br />_X <br />886.2 <br />X 28 <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />B1705491 <br />Braun Intertec Corporation <br />ST-C1 page 1 of 1 <br />