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c <br />0 <br />_0 DRILLER: SC <br />m <br />o Elev. Depth <br />o feet feet <br />• 897.2 0.0 <br />• 896.4 0.8 <br />0 <br />0 <br />895.2 2.0 <br />1) <br />0 <br />r <br />0 <br />0 <br />c <br />E <br />1- <br />0 <br />r_ • 890.2 7.0 <br />0 <br />0 <br />0 <br />a) <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 4/3/18 14:05 <br />886.2 11.0 <br />BRAUN' <br />IPJTEiTE\: <br />Braun Project B1705491 <br />GEOTECHNICAL EVALUATION <br />City of Ramsey 2018-2019 Reconstruction Projects <br />Ramsey, Minnesota <br />Symbol <br />PAV <br />FILL <br />FILL <br />SP <br />• <br />BORING: <br />LOG OF BORING <br />ST-CI <br />LOCATION: N: 195376, E: 462823 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 />4 inches of bituminous over 5 inches of aggregate <br />-\base. <br />FILL: Poorly Graded Sand with Silt, fine-grained, with <br />\Gravel, dark brown, moist. <br />FILL: Poorly Graded Sand with SILT, fine- to <br />coarse -grained, with Gravel, brown, moist. <br />POORLY GRADED SAND, fine- to medium -grained, <br />trace Gravel, light brown, moist, medium dense. <br />(Alluvium) <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <br />r <br />- X <br />BPF WL MC P200 Tests or Notes <br />% % <br />14 <br />X 10 <br />X 12 <br />X 28 <br />4 6 <br />B1705491 Braun Intertec Corporation ST-C1 page 1 of 1 <br />