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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 />AU <br />SB <br />AU <br />SB <br />AU <br />SB <br />AU <br />SB <br />Pavement Section <br />Fill <br />Glacial Till <br />8 <br />11 <br />8 <br />11 <br />6 <br />CL <br />CL <br />CL <br />5" BITUMIOUS <br />9" AGGREGATE BASE: Sand with Silt and Gravel, dark <br />brown, moist <br />FILL, Sandy clay, brown to dark brown to gray, moist <br />SANDY CLAY, brown to gray, moist, soft <br />SANDY CLAY, brown to gray, moist, firm <br />SANDY CLAY, gray, moist, soft <br />End of Boring 14.5 ft. <br />N-Value Plot <br />7.50 15 <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 />1314.512/14/2021 <br />START: 12/14/2021 END: 12/14/2021 <br />Logged By: <br />AWR. KurthMETHOD <br />Notes: <br />Crew Chief: <br />None <br />PROJECT NAME: Oneka Parkway <br />LOG OF TEST BORING <br />PROJECT LOCATION: Hugo, MN BORING NUMBER PB-3 <br />PAGE 1 OF 1CLIENT/WSB #: R-018888-000 <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 %%FinesGEOTECHNICAL N-PLOT - WSB.GDT - 1/18/22 09:23 - K:\018888-000\GEOTECH-CMT\GEOTECH\ONEKA PARKWAY BORING LOGS.GPJDESCRIPTION OF MATERIAL <br />8 <br />11 <br />8 <br />11 <br />6