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c <br />0 <br />DRILLER: SC <br />a- <br />o Elev. Depth <br />feet feet <br />887.7 <br />n 887.1 <br />_ <br />a <br />0 - <br />- <br />c <br />a)— <br />H <br />.Q <br />880.7 7.0 <br />0 <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 />876.7 11.0 <br />0.0 Symbol <br />0.6 PAV <br />FILL <br />SP <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-C8 <br />LOCATION: N: 195252, E: 463659 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 4 inches of aggregate <br />base. <br />FILL: Poorly Graded Sand, fine-grained, dark brown to <br />brown, moist. <br />BPF WL Tests or Notes <br />24 <br />X 10 <br />POORLY GRADED SAND, fine-grained, brown, moist <br />to wet, very loose to loose. X 10 <br />(Alluvium) - <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />X2 <br />B1705491 Braun Intertec Corporation ST-C8 page 1 of 1 <br />