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C <br />17) <br />0 <br />DRILLER: SC <br />Co <br />o Elev. Depth <br />o feet feet <br />884.7 0.0 <br />X 883.9 0.8 <br />a)_ <br />0 <br />a) <br />a <br />zs <br />0 880.7 <br />a) <br />0 <br />a) <br />0 <br />875.7 <br />LOG OF BORING N:\GINT\PROJECTS\AX PROJECTS\2017\05491.GPJ BRAUN_V8_CURRENT.GDT 8/11/17 16:36 <br />4.0 <br />9.0 <br />B RAU N' <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 />• <br />♦• <br />BORING: <br />LOG OF BORING <br />ST-C14 <br />LOCATION: N: 495994, E: 462578 See attached <br />sketch. <br />METHOD: 31/4" HSA, Autohammer DATE: 7/5/17 SCALE: 1" = 4' <br />Description of Materials <br />(Soil-ASTM D2488 or D2487, Rock -USAGE EM1110-1-2908) <br />5 inches of bituminous over 5 inches of aggregate <br />-\base. <br />FILL: Lean Clay with Sand, slightly organic, dark <br />brown, moist. <br />Poorly Graded Sand with Silt layer at 2 feet. <br />CL / LEAN CLAY, gray, moist, soft to medium. <br />(Alluvium) <br />SP POORLY GRADED SAND, fine-grained, brown, moist, <br />loose. <br />X <br />873.7 11.0 (Alluvium) X <br />END OF BORING. <br />Water not observed while drilling. <br />Boring then backfilled. <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 />