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C <br />17) <br />0 <br />92 <br />DRILLER: SC <br />Co <br />o Elev. Depth <br />o feet feet <br />c 881.7 0.0 <br />X 880.9 0.8 <br />a)_ <br />`o <br />— <br />a) <br />n 878.7 3.0 <br />> <br />0 <br />0 <br />o— <br />c <br />E <br />— <br />H <br />a) <br />>— <br />a <br />a)0 _ <br />a) <br />0 873.7 8.0 <br />a) <br />a) <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 8/11/17 16:36 <br />870.7 11.0 <br />B RAU N' <br />I NTE RTEC <br />Braun Project B1705491 <br />GEOTECHNICAL EVALUATION <br />City of Ramsey 2018-2019 Reconstruction Projects <br />Ramsey, Minnesota <br />Symbol <br />PAV <br />FILL <br />SM <br />BORING: <br />LOG OF BORING <br />ST-C11 <br />LOCATION: N: 195903, E: 464272 See attached <br />sketch. <br />METHOD: 31/4" HSA, Autohammer DATE: 7/5/17 SCALE: 1" = 4' <br />Description of Materials <br />(Soil-ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) <br />3 inches of bituminous over 6 inches of aggregate <br />-\base. <br />FILL: Poorly Graded Sand with Silt, fine- to <br />medium -grained, dark brown, moist to wet. <br />BPF WL MC <br />% <br />V SILTY SAND, fine-grained, slightly organic, black, wet, <br />X 12 <br />loose. <br />(Swamp Deposit) <br />CH FAT CLAY, trace fibers and roots, gray, wet, soft. <br />(Swamp Deposit) <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />X7 <br />X3 <br />X3 <br />Tests or Notes <br />15 OC=2% <br />B1705491 Braun Intertec Corporation ST-C11 page 1 of 1 <br />