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c <br />17) <br />0 <br />92 <br />DRILLER: SC <br />Co <br />o Elev. <br />o feet <br />c 893.3 <br />X 892.4 <br />a)_ <br />`o <br />a) <br />891.3 2.0 <br />a) <br />o <br />0 <br />o— <br />c <br />E <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 8/11/17 16:36 <br />882.3 11.0 <br />Depth <br />feet <br />0.0 Symbol <br />0.9 PAV <br />FILL <br />SP <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 />BORING: <br />LOG OF BORING <br />ST-A4 <br />LOCATION: N: 185237, E: 447847 See attached <br />sketch. <br />METHOD: 31/4" HSA, Autohammer DATE: 7/6/17 SCALE: 1" = 4' <br />Description of Materials BPF WL MC <br />(Soil-ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) <br />3 inches of bituminous over 8 inches of aggregate <br />base. f <br />FILL: Poorly Graded Sand with Silt, fine- to <br />\medium -grained, dark brown, moist. <br />POORLY GRADED SAND, fine-grained, trace Gravel, _X 13 3 <br />brown, moist, loose to medium dense. <br />(Alluvium) <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />X6 <br />X 16 <br />X 12 <br />Tests or Notes <br />B1705491 Braun Intertec Corporation ST-A4 page 1 of 1 <br />