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C <br />0 <br />92 <br />DRILLER: SC <br />Co <br />o Elev. Depth <br />o feet feet <br />894.5 0.0 <br />X 893.7 0.8 <br />a)_ <br />`o <br />892.5 2.0 <br />a) <br />zs <br />0 890.5 4.0 <br />a) <br />o _ <br />a) <br />a <br />ai <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 8/11/17 16:36 <br />883.5 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 />FILL <br />SP <br />• <br />♦♦ <br />itt <br />• <br />♦ <br />BORING: <br />LOG OF BORING <br />ST-C2 <br />LOCATION: N: 195624, E: 463131 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 />5 inches of bituminous over 5 inches of aggregate <br />-\base. <br />FILL: Poorly Graded Sand with Silt, fine-grained, trace <br />\Gravel, dark brown, moist. r <br />FILL: Poorly Graded Sand, fine-grained, brown, moist. _X <br />BPF WL Tests or Notes <br />28 <br />POORLY GRADED SAND, fine-grained, brown, moist, <br />loose to medium dense. <br />(Alluvium) X 10 <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />X 19 <br />X 19 <br />B1705491 Braun Intertec Corporation ST-C2 page 1 of 1 <br />