Laserfiche WebLink
B U -- <br />LOG OF BORING <br />c <br />0 <br />.> <br />0 <br />0 <br />0 <br />0 <br />0 <br />x <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />E <br />0 <br />1- <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 4/3/18 1 <br />NTE RTE`_ <br />Braun Project B1705491 <br />GEOTECHNICAL EVALUATION <br />City of Ramsey 2018-2019 Reconstruction Projects <br />Ramsey, Minnesota <br />BORING: ST-C3 <br />LOCATION: N: 195609, E: 463651 See attached <br />sketch. <br />DRILLER: SC <br />METHOD: 3 1/4" HSA, Autohammer <br />DATE: 7/5/17 <br />SCALE: 1" = 4' <br />Elev. <br />feet <br />881.8 <br />Depth <br />feet <br />0.0 <br />Symbol <br />Description of Materials <br />(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) <br />BPF <br />WL <br />MC <br />% <br />Tests or Notes <br />881.1 <br />0.7 <br />PAV <br />3 inches <br />of bituminous over 5 inches of aggregate <br />f <br />16 <br />18 <br />An open triangle in the <br />water level (WL) column <br />indicates the depth at <br />which groundwater was <br />observed while drilling. <br />Groundwater levels <br />fluctuate. <br />— <br />_ <br />874.8 <br />7.0 <br />FILL <br />�0 <br />� <br />\base. <br />FILL: Poorly Graded Sand with Silt, fine-grained, <br />brown to dark brown, wet. <br />— <br />_X <br />V 4 <br />4 <br />— <br />872.3 <br />9.5 <br />CL <br />j <br />j <br />LEAN CLAY, gray, moist, rather soft. — <br />(Alluvium) -� <br />11.0 <br />SP <br />POORLY GRADED SAND, fine- to coarse -grained, <br />gray, waterbearing, very loose. <br />\ (Alluvium) <br />870.8 <br />, <br />\/ <br />X 3 <br />/\ <br />— <br />END OF BORING. <br />Water observed at 7 feet with 9 1/2 feet of hollow <br />auger in the ground. <br />Boring then backfilled. <br />-stem <br />— <br />B1705491 <br />Braun Intertec Corporation <br />ST-C3 page 1 of 1 <br />