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73 <br />c <br />0 <br />a3 <br />0 <br />c <br />0 <br />c <br />a3 <br />xx <br />_ <br />0— <br />a) <br />r <br />0 <br />0 <br />0c — <br />E <br />a) — <br />1- <br />0 - <br />N <br />a) <br />0 <br />a) — <br />a) <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 />DRILLER: SC <br />Elev. Depth <br />feet feet <br />897.0 <br />0.0 <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 8/11/17 16:36 <br />894.0 3.0 <br />886.0 11.0 <br />Symbol <br />BIT <br />FILL <br />BORING: <br />LOG OF BORING <br />ST-A3 <br />LOCATION: N: 185249, E: 448553 See attached <br />sketch. <br />METHOD: 3 1/4" HSA, Autohammer DATE: 7/6/17 I SCALE: 1" = 4' <br />Description of Materials <br />(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) <br />3 inches of bituminous. <br />FILL: Poorly Graded Sand with Silt, fine-grained, trace — <br />Gravel, dark brown to brown, moist. <br />BPF WL <br />X 11 <br />SP POORLY GRADED SAND, fine-grained, brown, moist, <br />loose. — <br />(Alluvium) <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />X6 <br />5 <br />X 10 <br />Tests or Notes <br />B1705491 Braun Intertec Corporation ST-A3 page 1 of 1 <br />