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ra-;), <br />CLIENT <br />PROJECT <br />DATE <br />DRILLING <br />DRILLING <br />LOGGED <br />NTS- <br />City of Ramsey PROJECT <br />NAME <br />LOCATION <br />ELEVATION <br />WATER <br />TIME OF <br />END OF <br />BORING NUMBER SB -1 <br />PAGE 1 OF 1 <br />Garnet Street & 168th Ave Reconstruction Project <br />NUMBER <br />STARTED <br />CONTRACTOR <br />METHOD <br />BY <br />14.60582.100 PROJECT <br />Ramsey, MN <br />5/22/14 COMPLETED 5/22/14 GROUND <br />888.93 ft <br />HOLE SIZE <br />868.93 ft <br />6 inches <br />NTI GROUND <br />LEVELS: <br />DRILLING <br />DRILLING <br />20.00 ft / Elev <br />3 1/4 in. H.S.A. AT <br />RL CHECKED BY RTM AT <br />--- <br />NOTES <br />Elevations <br />provided by the City of Ramsey 0.25hrs <br />AFTER DRILLING <br />19.00 ft / Elev 869.93 ft <br />DEPTH <br />(ft) <br />GRAPHIC <br />LOG <br />SAMPLE TYPE <br />NUMBER <br />RECOVERY % <br />(RQD) <br />BLOW <br />COUNTS <br />(N VALUE) <br />POCKET PEN. <br />(tsf) <br />DRY UNIT WT. <br />(pcf) <br />MOISTURE <br />CONTENT (%) <br />ATTERBERG <br />FINES CONTENT <br />(%) <br />LIMITS <br />MATERIAL DESCRIPTION <br />LIQUID <br />LIMIT <br />PLASTIC <br />LIMIT <br />PLASTICITY <br />INDEX <br />1.5" bituminous pavement over 2" aggregate base <br />FILL: SANDY CLAY - (CL), trace organics, trace gravel, brown and <br />gray, moist, medium <br />SS <br />56 <br />1(6)4 <br />16 <br />(Fill) <br />HS <br />HS <br />FILL: POORLY GRADED SAND - (SP), fine to medium grained, <br />trace gravel, brown with iron oxide stains, moist, loose to medium <br />SS <br />44 <br />2-4-5 <br />dense <br />2 <br />(9) <br />(Fill) <br />NOTE: Occasional clay (CL) layers. <br />HS <br />HS <br />5 <br />SS67 <br />3-4-4 <br />2 <br />3 <br />(8) <br />• <br />POORLY GRADED SAND - (SP), fine to medium grained, trace <br />gravel, brown, moist to waterbearing at 19 feet, medium dense <br />HS <br />HS <br />(Alluvial) <br />SS <br />4-6-7 <br />4 <br />44 <br />(13) <br />HS <br />HS <br />10 <br />SS67 <br />3-4-5 <br />3 <br />3 <br />5 <br />(9) <br />HS <br />HS <br />SS56 <br />3-6-7 <br />6 <br />(13) <br />HS <br />HS <br />15 <br />SS78 <br />4-4-6 <br />7 <br />(10) <br />HS <br />HS <br />20 <br />SS89 <br />4-4-6 <br />8 <br />(10) <br />Borehole backfilled with soil cuttings. <br />Boring terminated at 21.0 feet. <br />