Laserfiche WebLink
B-- <br />LOG OF BORING <br />c <br />0 <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 />1- <br />0 <br />U <br />N <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-C7 <br />LOCATION: N: 195304, E: 463197 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 />899.4 <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 />898.7 <br />0.7 <br />PAV <br />3 inches <br />of bituminous over 5 inches of aggregate <br />f <br />X 13 <br />[� <br />X9 <br />X3 <br />8 <br />— <br />897.4 <br />2.0 <br />FILL <br />�� <br />\base. <br />FILL: Poorly Graded Sand with Silt, fine- to <br />\medium -grained, with Gravel, dark brown, moist. r <br />_ <br />11.0 <br />SP <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 <br />_ <br />888.4 <br />feet. <br />X 2 <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />B1705491 <br />Braun Intertec Corporation <br />ST-C7 page 1 of 1 <br />