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(7) <br />0 <br />> <br />_o DRILLER: SC <br />_o <br />"6 Elev. Depth <br />feet feet <br />0 <br />886.4 0.0 <br />885.7 0.7 <br />L0 <br />-45 — <br />a) <br />r <br />0 882.4 <br />E <br />4-) — <br />H <br />> - <br />LP <br />C1 <br />C.) - <br />0 <br />a) — <br />a) <br />co <br />LOG OF BORING N: \GINT\ PROJECTS \ AX PROJECTS \ 2017 \ 05491.GPJ BRAUN_VB_CURRENT.GDT 4/3/18 14:05 <br />4.0 <br />SP POORLY GRADED SAND, fine-grained, brown, wet, <br />loose. <br />BRAUN' <br />INTERTEC <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 />BORING: <br />LOG OF BORING <br />ST-C9 <br />LOCATION: N: 195286, E: 464075 See attached <br />sketch. <br />METHOD: 3 1/4" HSA, Autohammer DATE: 7/6/1 7 I SCALE: 1" = 4' <br />Description of Materials <br />(Soil-ASTM D2488 or D2487, Rock-USACE 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 />875.4 11.0 <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 />X 7 <br />7 <br />X 8 <br />B1705491 Braun Intertec Corporation ST-C9 page 1 of 1 <br />