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in <br />c <br />0 <br />_0 DRILLER: SC <br />a- <br />o Elev. Depth <br />o feet feet <br />885.7 <br />— 884.3 <br />m <br />r <br />0 <br />0 <br />o— <br />c <br />880.7 5.0 <br />SM <br />0 <br />0 - <br />N <br />4) <br />0 <br />N — <br />N <br />co 876.7 9.0 <br />SM <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 8/11/17 16:36 <br />0.0 Symbol <br />PAV <br />1.4 <br />FILL <br />874.7 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 />BORING: <br />LOG OF BORING <br />ST-C6 <br />LOCATION: N: 195594, E: 464693 See attached <br />sketch. <br />METHOD: 3 1/4" HSA, Autohammer DATE: 7/5/17 I SCALE: 1" = 4' <br />Description of Materials <br />(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) <br />6 inches of bituminous over 4 inches of aggregate <br />base over 3 inches of bituminous over 4 inches of <br />-\aggregate base. <br />FILL: Poorly Graded Sand with Silt, fine- to <br />medium -grained, trace Gravel, dark brown to brown, <br />moist. <br />BPF WL Tests or Notes <br />13 <br />SILTY SAND, fine-grained, organic, trace wood pieces, X 1 <br />black, wet, very loose. /\ <br />(Swamp Deposit) <br />7 <br />SILTY SAND, fine- to medium -grained, dark gray, wet, <br />loose. <br />(Alluvium) X 6 <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />61705491 Braun Intertec Corporation ST-C6 page 1 of 1 <br />