Laserfiche WebLink
B RAU - <br />LOG OF BORING <br />c <br />0 <br />0 <br />c <br />0 <br />c <br />x <br />0 <br />0 <br />0 <br />r <br />0 <br />0 <br />0 <br />c <br />E <br />1) <br />1- <br />U <br />N <br />4) <br />0 <br />4) <br />4) <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-C10 <br />LOCATION: N: 195282, E: 464524 See attached <br />sketch. <br />DRILLER: SC <br />METHOD: 3 1/4" HSA, Autohammer <br />DATE: 7/6/17 <br />SCALE: 1" = 4' <br />Elev. <br />feet <br />888.8 <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 />P200 <br />% <br />Tests or Notes <br />888 4 ,. <br />0 4 ,\ <br />BIT i <br />,„ <br />%%i <br />.. <br />5 inches of bituminous. <br />X 8 <br />10 <br />12 <br />— <br />- <br />884.8 <br />4.0 <br />FILL <br />FILL: Poorly Graded Sand with Silt, fine-grained, dark — <br />brown and brown, moist. <br />11.0 <br />SP- <br />SM <br />::.:...: <br />POORLY GRADED SAND with SILT, fine-grained, <br />brown, wet, very loose to loose. <br />(Alluvium) <br />Waterbearing at 10 feet. <br />X 4 <br />X7 <br />877.8 <br />Y 10 <br />/\ <br />— <br />- <br />END OF BORING. <br />Water observed at 8 1/2 feet with 9 1/2 feet of <br />hollow -stem auger in the ground. <br />Boring then backfilled. <br />- <br />— <br />B1705491 <br />Braun Intertec Corporation <br />ST-C10 page 1 of 1 <br />