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c <br />0 <br />92> <br />DRILLER: SC <br />Co <br />o Elev. <br />o feet <br />890.0 <br />o. 889.4 <br />_ <br />`o <br />— <br />a) <br />c <br />— <br />H <br />a) <br />0 <br />a) <br />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 />Depth <br />feet <br />0.0 Symbol <br />0.6 PAV <br />FILL <br />879.0 11.0 <br />• <br />♦• <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-A5 <br />LOCATION: N: 185545, E: 447646 See attached <br />sketch. <br />METHOD: 31/4" HSA, Autohammer DATE: 7/6/17 SCALE: 1" = 4' <br />Description of Materials <br />(Soil-ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) <br />3 inches of bituminous over 4 inches of aggregate <br />base. <br />FILL: Poorly Graded Sand with Silt, fine- to <br />medium -grained, trace Gravel, dark brown and brown, <br />moist to wet. <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />BPF WL Tests or Notes <br />9 <br />X 15 <br />3 <br />X5 <br />B1705491 Braun Intertec Corporation ST-A5 page 1 of 1 <br />