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in <br />c <br />0 <br />_0 DRILLER: SC <br />0 <br />o Elev. Depth <br />o feet feet <br />▪ 890.3 <br />a 889.6 <br />_ <br />0.0 Symbol <br />0.7 PAV <br />FILL <br />1) <br />888.3 2.0 <br />0 <br />887.3 3.0 <br />> <br />0 <br />o— <br />c <br />885.3 5.0 <br />CL <br />0 <br />>— <br />.Q <br />r_ 883.3 7.0 <br />a SC <br />0 <br />a) <br />co <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 8/11/17 16:36 <br />879.3 11.0 <br />FILL <br />FILL <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 />BORING: <br />LOG OF BORING <br />ST-05 <br />LOCATION: N: 195599, E: 464519 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 />4 inches of bituminous over 4 inches of aggregate <br />base. <br />FILL: Poorly Graded Sand with Silt, fine-grained, dark <br />\brown, moist. <br />FILL: Clayey Sand, brown, moist. <br />FILL: Poorly Graded Sand, fine-grained, brown, moist. <br />LEAN CLAY, with Sand, brown, moist, rather soft. <br />(Alluvium) <br />CLAYEY SAND, trace Gravel, brown to gray, moist, <br />rather stiff to stiff. <br />(Alluvium) <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />r <br />BPF WL Tests or Notes <br />8 <br />X5 <br />X 13 <br />X 12 <br />B1705491 Braun Intertec Corporation ST-05 page 1 of 1 <br />