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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 />0 <br />1- <br />0 <br />0 <br />N <br />4) <br />0 <br />4) <br />4) <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-C15 <br />LOCATION: N: 195692, E: 462332 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 />887.1 <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 />886.3 <br />0.8 <br />PAV <br />4 inches <br />of bituminous over 5 inches of aggregate <br />F <br />7 <br />� <br />885.1 <br />2.0 <br />FILL <br />%%i <br />•4 <br />�� <br />/ <br />4 <br />\base. <br />FILL: Silty Sand, fine- to medium -grained, with Gravel, <br />\dark brown, moist. F <br />_ <br />883.1 <br />4.0 <br />CL <br />LEAN CLAY, gray, moist, medium. <br />(Alluvium) <br />11.0 <br />SP <br />: <br />POORLY GRADED SAND, fine-grained, brown, <br />loose to medium dense. <br />(Alluvium) <br />moist, <br />i8 <br />X 11 <br />876.1 <br />X7 <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />B1705491 <br />Braun Intertec Corporation <br />ST-C15 page 1 of 1 <br />