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LOG OF BORING <br />c <br />0 <br />.> <br />2 <br />0 <br />c <br />0 <br />c <br />0 <br />0 <br />0 <br />0 <br />0 <br />r <br />0 <br />0 <br />0 <br />c <br />E <br />0 <br />1- <br />0 <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-C14 <br />LOCATION: N: 495994, E: 462578 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 />884.7 <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 />883.9 <br />0.8 <br />PAV <br />5 inches <br />of bituminous over 5 inches of aggregate <br />F <br />6 <br />[� <br />X3 <br />7 <br />15 <br />37 <br />98 <br />OC=2% <br />— <br />- <br />880.7 <br />4.0 <br />FILL <br />%%i <br />•'K <br />pp. <br />` ii <br />\base. <br />FILL: Lean Clay with Sand, slightly organic, dark <br />brown, moist. - <br />Poorly Graded Sand with Silt layer at 2 feet. —�/ <br />— <br />— <br />875.7 <br />9.0 <br />CL <br />j <br />j <br />4 <br />LEAN CLAY, gray, moist, soft to medium. <br />(Alluvium) <br />— <br />11.0 <br />SP <br />POORLY GRADED SAND, fine-grained, brown, <br />loose. <br />(Alluvium) <br />moist, <br />873.7 <br />u 8 <br />/\ <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />B1705491 <br />Braun Intertec Corporation <br />ST-C14 page 1 of 1 <br />