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in <br />c <br />0 <br />_0 DRILLER: SC <br />a3 <br />o Elev. Depth <br />o feet feet <br />▪ 899.4 <br />a3 <br />a 898.7 <br />_ <br />1) <br />897.4 <br />r <br />0 <br />> <br />o— <br />c <br />E <br />1- <br />>• _ <br />.Q <br />0 — <br />N <br />a) <br />a <br />a) — <br />a) <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 />0.7 PAV <br />FILL <br />2.0 <br />SP <br />888.4 11.0 <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-C7 <br />LOCATION: N: 195304, E: 463197 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 />3 inches of bituminous over 5 inches of aggregate <br />base. <br />FILL: Poorly Graded Sand with Silt, fine- to <br />\medium -grained, with Gravel, dark brown, moist. <br />POORLY GRADED SAND, fine- to medium -grained, <br />brown, moist, very loose to medium dense. <br />(Alluvium) <br />Fine- to coarse -grained, with Gravel, wet at 10 feet. <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />T <br />— X <br />BPF WL MC <br />13 <br />X9 <br />X <br />3 <br />2 <br />8 <br />Tests or Notes <br />B1705491 Braun Intertec Corporation ST-C7 page 1 of 1 <br />