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0 <br />_o DRILLER: SC <br />_0 <br />"6 Elev. Depth <br />feet feet <br />0 <br />886.4 <br />Ta 885.7 <br />0 <br />-a5a) <br />r <br />> <br />882.4 4.0 <br />z <br />4-) — <br />H <br />fa> <br />.r_ <br />a <br />a) — <br />a) <br />co <br />LOG OF BORING N: \GINT\ PROJECTS\ AX PROJECTS \ 2017 \05491.GPJ BRAUN_VB_CURRENT.GDT 8/11/17 16:36 <br />875.4 11.0 <br />0.0 Symbol <br />0.7 PAV <br />FILL <br />SP <br />BRAUN' <br />INTERTEC <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-C9 <br />LOCATION: N: 195286, E: 464075 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 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 />X 7 <br />7 <br />X 8 <br />B1705491 Braun Intertec Corporation ST-C9 page 1 of 1 <br />