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C <br />17) <br />0 <br />92 <br />DRILLER: SC <br />Co <br />o Elev. Depth <br />o feet feet <br />890.3 0.0 <br />X 889.6 0.7 <br />a)_ <br />`o <br />888.3 <br />a) <br />a) <br />n 887.3 <br />0 <br />0 <br />o— <br />c <br />885.3 <br />a`) <br />H <br />a) <br />>— <br />a <br />883.3 <br />0 <br />a) <br />0 <br />aa) <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 8/11/17 16:36 <br />2.0 <br />3.0 <br />5.0 <br />7.0 <br />879.3 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 />Symbol <br />PAV <br />FILL <br />FILL <br />FILL <br />CL <br />BORING: <br />LOG OF BORING <br />ST-05 <br />LOCATION: N: 195599, E: 464519 See attached <br />sketch. <br />METHOD: 31/4" HSA, Autohammer DATE: 7/5/17 SCALE: 1" = 4' <br />Description of Materials <br />(Soil-ASTM D2488 or D2487, Rock -USAGE 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 />SC ; /j 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 />T <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 />