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LOG OF BORING <br />c <br />0 <br />.> <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 />E <br />1- <br />0 <br />0 <br />1) <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-05 <br />LOCATION: N: 195599, E: 464519 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 />890.3 <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 />Tests or Notes <br />889.6 <br />0.7 <br />PAV <br />4 inches <br />of bituminous over 4 inches of aggregate <br />F <br />V 8 <br />— <br />888.3 <br />2.0 <br />FILL <br />\base. <br />FILL: Poorly Graded Sand with Silt, fine-grained, dark <br />\brown, moist. r <br />887.3 <br />3.0 <br />FILL <br />FILL: Clayey Sand, brown, moist. <br />885.3 <br />5.0 <br />FILL <br />FILL: Poorly Graded Sand, fine-grained, brown, moist. <br />— <br />883.3 <br />7.0 <br />CL <br />j <br />dSC <br />LEAN CLAY, with Sand, brown, moist, rather soft. <br />(Alluv <br />5 <br />13 <br />_ <br />— <br />11.0 <br />/ <br />f <br />CLAYEY SAND, trace Gravel, brown to gray, moist, <br />rather stiff to stiff. <br />(Alluvium) <br />_X <br />879.3 <br />X 12 <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />B1705491 <br />Braun Intertec Corporation <br />ST-05 page 1 of 1 <br />