Laserfiche WebLink
in <br />c <br />0 <br />.00 <br />0 <br />c <br />0 <br />c <br />x <br />0 <br />0 <br />1) <br />r <br />0 <br />BRAUN' <br />IPJTEiTE\: <br />Braun Project B1705491 <br />GEOTECHNICAL EVALUATION <br />City of Ramsey 2018-2019 Reconstruction Projects <br />Ramsey, Minnesota <br />DRILLER: SC <br />Elev. Depth <br />feet feet <br />884.7 0.0 Symbol <br />883.9 0.8 PAV <br />FILL <br />0 880.7 4.0 <br />a) <br />0 <br />.Q <br />U — <br />N <br />0 <br />875.7 9.0 <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 4/3/18 14:05 <br />873.7 11.0 <br />CL <br />SP <br />• <br />METHOD: 3 1/4" HSA, Autohammer <br />BORING: <br />LOG OF BORING <br />ST-C14 <br />LOCATION: N: 495994, E: 462578 See attached <br />sketch. <br />DATE: 7/5/17 I SCALE: 1" = 4' <br />Description of Materials <br />(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) <br />5 inches of bituminous over 5 inches of aggregate <br />-\base. F <br />FILL: Lean Clay with Sand, slightly organic, dark <br />brown, moist. <br />Poorly Graded Sand with Silt layer at 2 feet. <br />LEAN CLAY, gray, moist, soft to medium. <br />(Alluvium) <br />POORLY GRADED SAND, fine-grained, brown, moist, <br />loose. <br />(Alluvium) <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />X <br />BPF WL MC P200 Tests or Notes <br />% % <br />6 15 OC=2% <br />3 37 98 <br />7 <br />8 <br />B1705491 Braun Intertec Corporation ST-C14 page 1 of 1 <br />