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3 1/4" HSA 0' - 13' <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />HSA <br />SB <br />HSA <br />SB <br />HSA <br />SB <br />HSA <br />SB <br />HSA <br />SB <br />Pavement Section <br />Fill <br />Outwash <br />- <br />2 <br />6 <br />8 <br />8 <br />2 <br />Fill <br />SP <br />4" BITUMINOUS ASPHALT <br />2" AGGREGATE BASE: Sand with Gravel, <br />brown, moist <br />SAND, fine grained, moist <br />SAND, fine grained, brown, moist to wet to <br />waterbearing at 12 feet, loose to very loose <br />End of Boring 14.5 ft. <br />N-Value Plot <br />60 12 <br />TIME CASING <br />DEPTH <br />CAVE-IN <br />DEPTH <br />WATER <br />DEPTH <br />WATER <br />ELEVATION <br />WATER LEVEL MEASUREMENTS <br />SAMPLED <br />DEPTHDATE <br />1314.512:25 pm7/29/2020 <br />START: 7/29/2020 END: 7/29/2020 <br />Logged By: <br />MWONicholas DavisMETHOD <br />Notes: <br />Crew Chief: <br />12.0 918 <br />PROJECT NAME: Street Imp 2021 <br />LOG OF TEST BORING <br />PROJECT LOCATION: Hugo, MN BORING NUMBER B-2 <br />PAGE 1 OF 1SURFACE ELEVATION: 930 ftCLIENT/WSB #: 015887-000 <br />No.TYPE <br />GEOLOGIC <br />ORIGIN WLN <br />DrillingOperationUSCSDEPTH <br />(ft) <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 <br />12 <br />13 <br />14 <br />SAMPLE <br />MC %QuGEOTECHNICAL N-PLOT - WSB.GDT - 9/16/20 08:38 - K:\015887-000\GEOTECH-CMT\GEOTECH\HUGO STREETS 2021.GPJELEV. <br />(ft) <br />929 <br />928 <br />927 <br />926 <br />925 <br />924 <br />923 <br />922 <br />921 <br />920 <br />919 <br />918 <br />917 <br />916 <br />ELEV. <br />(ft) <br />929 <br />928 <br />927 <br />926 <br />925 <br />924 <br />923 <br />922 <br />921 <br />920 <br />919 <br />918 <br />917 <br />916 <br />DESCRIPTION OF MATERIAL <br />2 <br />6 <br />8 <br />8 <br />2