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in <br />c <br />0 <br />> <br />_o DRILLER: SC <br />o Elev. Depth <br />o feet feet <br />897.2 <br />n 896.4 <br />• _ <br />895.2 2.0 <br />— <br />c <br />E <br />1- <br />0 <br />.0 • 890.2 <br />0 <br />0 <br />0 <br />a) <br />co <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 8/11/17 16:36 <br />7.0 <br />886.2 11.0 <br />0.0 Symbol <br />0 8 PAV <br />FILL <br />FILL <br />SP <br />B RAU N'M <br />I NTE RTEC <br />Braun Project B1705491 <br />GEOTECHNICAL EVALUATION <br />City of Ramsey 2018-2019 Reconstruction Projects <br />Ramsey, Minnesota <br />BORING: <br />LOG OF BORING <br />ST-CI <br />LOCATION: N: 195376, E: 462823 See attached <br />sketch. <br />METHOD: 3 1/4" HSA, Autohammer DATE: 7/5/17 I SCALE: 1" = 4' <br />Description of Materials <br />(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) <br />4 inches of bituminous over 5 inches of aggregate <br />-\base. <br />FILL: Poorly Graded Sand with Silt, fine-grained, with <br />\Gravel, dark brown, moist. <br />FILL: Poorly Graded Sand with SILT, fine- to <br />coarse -grained, with Gravel, brown, moist. <br />r <br />— X <br />BPF WL MC P200 Tests or Notes <br />14 <br />X 10 4 6 <br />POORLY GRADED SAND, fine- to medium -grained, <br />trace Gravel, light brown, moist, medium dense. X 12 <br />(Alluvium) - <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />X 28 <br />B1705491 Braun Intertec Corporation ST-C1 page 1 of 1 <br />