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0 <br />0 <br />_o DRILLER: SC <br />a3 <br />o Elev. Depth <br />o feet feet <br />895.7 0.0 <br />a3 <br />a 895.0 0.7 <br />_ <br />a <br />0 — <br />892.7 3.0 <br />> <br />0 <br />00 — <br />c <br />a) — <br />1- <br />.Q <br />0 - <br />N <br />a) <br />a <br />a) — <br />a) <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 8/11/17 16:36 <br />884.7 11.0 <br />B RAU N'M <br />I NTE RTEC <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 />BORING: <br />LOG OF BORING <br />ST-A2 <br />LOCATION: N: 184814, E: 448514 See attached <br />sketch. <br />METHOD: 3 1/4" HSA, Autohammer DATE: 7/6/17 I SCALE: 1" = 4' <br />Description of Materials <br />(Soil-ASTM D2488 or D2487, Rock-USACE EM1110-1-2908) <br />3 inches of bituminous over 5 inches of aggregate <br />base. <br />FILL: Poorly Graded Sand with Silt, fine-grained, dark <br />brown, moist. <br />SP POORLY GRADED SAND, fine-grained, brown, moist, <br />loose to medium dense. <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 />11 8 9 <br />X8 <br />5 <br />X 13 <br />B1705491 Braun Intertec Corporation ST-A2 page 1 of 1 <br />