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3 1/4" HSA 0' - 9.5' <br />1 <br />2 <br />3 <br />4 <br />5 <br />HSA <br />SB <br />HSA <br />SB <br />HSA <br />SB <br />HSA <br />SB <br />Pavement Section <br />Fill <br />Lacustrine <br />SP-SM <br />SP-SM <br />CL <br />6 <br />7 <br />5 <br />9 <br />4" BITUMINOUS over 7" AGGREGATE BASE <br />SAND WITH SILT, fine grained, dark brown, moist <br />SAND WITH SILT, fine grained, brown, moist, loose <br />LEAN CLAY, with sand lenses, brown, moist, firm <br />End of Boring 11.0 ft. <br />N-Value Plot <br />6.50 13 <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 />9.5116/19/2019 <br />METHOD <br />START: 6/19/2019 END: 6/19/2019 <br />Logged By: <br />DEHR. Kurth <br />Notes: <br />Crew Chief: <br />None <br />PROJECT NAME: 2020 PMP/Arden Oaks/Various PL <br />LOG OF TEST BORING <br />PROJECT LOCATION: Arden Hills, MN BORING NUMBER PB-1 <br />PAGE 1 OF 1CLIENT/WSB #: 014297-000 <br />SAMPLE <br />MC %No.TYPE <br />DrillingOperationGEOLOGIC <br />ORIGINUSCSDEPTH <br />(ft) <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />8 <br />9 <br />10 <br />11 WL% FinesN <br />GEOTECHNICAL N-PLOT - WSB.GDT - 9/4/19 18:30 - K:\014297-000\GEOTECH-CMT\GEOTECH\GINT\2020 PMP, ARDEN OAKS, VARIOUS PL.GPJDESCRIPTION OF MATERIAL <br />6 <br />7 <br />5 <br />9