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9 <br />8 <br />9 <br />5 <br />8 <br />6 <br />SP <br />SM <br />Elevations were estimated <br />using MnDNR's program <br />MNTOPO and should be <br />considered approximate. <br />MC= 3.1% <br />MC= 6.9% <br />MC= 14% <br />MC= 7.3% <br />MC= 5.1% <br />MC= 14.5% <br />0.1 <br />0.4 <br />14.9 <br />914.9 <br />914.6 <br />900.1 <br />1 INCH BITUMINOUS <br />4 INCHES AGGREGATE <br />POORLY GRADED SAND WITH SILT fine <br />grained, brown, moist, loose. <br />(Glacial Outwash) <br />End of boring. <br />Water was not observed during drilling. <br />Boring was sealed upon completion. <br />B-01 page 1 of 1 <br />0.0 <br />BORING:B-01 <br />22538.23.MNT <br />PROJECT: <br />915.0 <br />L O G O F B O R I N G <br />CHOSEN VALLEY TESTING <br />SCALE: 1" = 3' <br />BPF <br />22538.23.MNT <br />Design Phase Geotechnical Evaluation <br />Lino Lakes 81st Street Improvements <br />8032 Elbe St. <br />Lino Lakes, Minnesota <br />See attached sketch. <br />LOCATION: <br />USCS <br />Symbol Tests and NotesDepthElev. <br />DATE: 10/3/2023 <br />Description of Materials <br />(ASTM D 2487/2488)WL <br />CV <br />T <br /> <br />S <br />T <br />A <br />N <br />D <br />A <br />R <br />D <br /> <br /> <br />2 <br />2 <br />5 <br />3 <br />8 <br />. <br />2 <br />3 <br />. <br />M <br />N <br />T <br /> <br />( <br />L <br />I <br />N <br />O <br /> <br />L <br />A <br />K <br />E <br />S <br /> <br />8 <br />1 <br />S <br />T <br /> <br />S <br />T <br />R <br />E <br />E <br />T <br />) <br />. <br />G <br />P <br />J <br /> <br /> <br />L <br />O <br />G <br /> <br />A <br /> <br />G <br />N <br />N <br />N <br />0 <br />6 <br />. <br />G <br />D <br />T <br /> <br /> <br />1 <br />0 <br />/ <br />2 <br />4 <br />/ <br />2 <br />3