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C <br />17) <br />0 <br />DRILLER: SC <br />Co <br />o Elev. Depth <br />o feet feet <br />c 886.4 0.0 <br />as <br />X 885.7 0.7 <br />a)_ <br />`o <br />— <br />a) <br />u, <br />0 882.4 4.0 <br />.E— <br />_a) <br />o _ <br />a) <br />a) <br />a <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 />875.4 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 />SP <br />BORING: <br />LOG OF BORING <br />ST-C9 <br />LOCATION: N: 195286, E: 464075 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 5 inches of aggregate <br />base. <br />FILL: Poorly Graded Sand with Silt, fine-grained, dark <br />brown, moist. <br />POORLY GRADED SAND, fine-grained, brown, wet, <br />loose. <br />(Alluvium) <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />BPF WL Tests or Notes <br />15 <br />X7 <br />7 <br />X8 <br />B1705491 Braun Intertec Corporation ST-C9 page 1 of 1 <br />