MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION UNIQUE NUMBER 62885

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Irene Hines
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1 UNIQUE NUMBER Bridge No. or Job Desc Location Sibley Co. Coordinate: X= Y=8844 Hammer Latitude (North)=44 37'56.85" AETH, , 26.4'RT Trunk Highway/Location (ft.) Longitude (West)=93 45'55.36" Drill Machine T GEFCO F6 6x6 Mobile Auto Calibrated (ft) Breaks SHEET 1 of 4 Completed 11//03 S w/ some G, brn & damp pl SL w/ a few pebbles, dk brn & moist LFS w/ seam S, seam pl SL, seam pl SL w/ a few pebbles; lt brn to gray-brn w/ lt gray & gray; damp to moist LFS w/ seam slpl SiL, brn & moist 9 21 Index Sheet Code 3.0 G:\GEOTECH\GINTW\PROJECTS\79A.GPJ

2 UNIQUE NUMBER Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of T1 (ft) Breaks LFS w/ seam slpl SiL, brn & moist (continued) 7 W/H NSR slpl SiL, gray-brn & wet slpl VFSL w/ some wood & organic matter, gray & sat slpl SiL, gray & wet LS, lt gray & sat mixed SiCL & CL w/ a few traces organic matter, dk gray & wet slpl FSL, gray & wet LFS w/ thin seam slpl FSL, gray & sat 23 S w/ traces LS, lt gray w/ gray, sat S; lt gray, gray-brn & lt brn; sat G:\GEOTECH\GINTW\PROJECTS\79A.GPJ

3 UNIQUE NUMBER Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 3 of T1 REC RQD ACL (ft) Core Breaks rough 58.0' S; lt gray, gray-brn & lt brn; sat (continued) G:\GEOTECH\GINTW\PROJECTS\79A.GPJ

4 UNIQUE NUMBER Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 4 of T1 (ft) Breaks S; lt gray, gray-brn & lt brn; sat (continued) Silt w/ seam VFS, few thin seams pl SiL; grays & wet Bottom of Hole - 5.5' Water measured at 23.0' with drilling fluids 45 G:\GEOTECH\GINTW\PROJECTS\79A.GPJ

5 UNIQUE NUMBER Bridge No. or Job Desc Location Sibley Co. Coordinate: X= Y=9216 Hammer Latitude (North)=44 38'00.52" AETH, , 50.5'LT Trunk Highway/Location (ft.) Longitude (West)=93 45'57.84" Drill Machine T Mobile Track Rope & Cathead (ft) Breaks SHEET 1 of 3 Completed 11/19/ W/H N/A FS w/ small pocket 4.5', stone piece w/ organic 19.0'; lt gray-brn & sat smooth drilling Index Sheet Code 3.0 G:\GEOTECH\GINTW\PROJECTS\79A.GPJ

6 UNIQUE NUMBER Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of T3 (ft) Breaks LVFS w/ Silt, gray & sat FS to S, gray-brn & sat thinly varved Silts, lt gray & gray, moist smooth drilling G:\GEOTECH\GINTW\PROJECTS\79A.GPJ

7 UNIQUE NUMBER Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 3 of T3 (ft) Breaks S w/ some G, brn & sat Bottom of Hole ' Water measured at 0.3' w/o drilling; rig on sand bar G:\GEOTECH\GINTW\PROJECTS\79A.GPJ

8 UNIQUE NUMBER Location Sibley Co. Coordinate: X= Y=9406 (ft.) Latitude (North)=44 38'02.39" Longitude (West)=93 45'58.19" AETH, ,.6'LT Drill Machine T4 Hammer Mobile Auto Calibrated GEFCO F6 6x6 (ft) Breaks SHEET 1 of 5 Completed 11/4/03 org LS w/ a few pebbles, some straw; brn & damp S & G, brn & damp mixed pl & slpl SL w/ a few pebbles, some straw; brn & damp FS, lt gray w/ some lt gray-brn, damp Seams & layers S & LS, brn & wet Index Sheet Code 3.0 G:\GEOTECH\GINTW\PROJECTS\79A.GPJ

9 UNIQUE NUMBER Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 2 of T4 (ft) Breaks Seams & layers S & LS, brn & wet (continued) N/A 35 1 N/A mixed FS & S w/ seams & layers pl SiL, brn & Vmoist S, lt brn & sat mixed LS & LCrS, grays & wet S, lt grays & sat 39 G:\GEOTECH\GINTW\PROJECTS\79A.GPJ

10 UNIQUE NUMBER Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 3 of T4 (ft) Breaks S, lt grays & sat (continued) pl SiL w/ a few seams LFS, gray & wet S, lt gray-brn & sat pl SiL w/ a few seams S, gray w/ lt gray, wet 18 LS w/ a few thin seams & traces pl SiL, lt grays & wet G:\GEOTECH\GINTW\PROJECTS\79A.GPJ

11 UNIQUE NUMBER Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 4 of T4 (ft) Breaks LS w/ a few thin seams & traces pl SiL, lt grays & wet (continued) LFS w/ thin seams pl SiL, lt gray w/ gray, wet Silt w/ traces VFS, lt gray & Vmoist S w/ a few seams & layers CrS, thin seam slpl SiL; brn w/ gray; sat 1 43 G:\GEOTECH\GINTW\PROJECTS\79A.GPJ

12 UNIQUE NUMBER Mn/DOT GEOTECHNICAL SECTION - LOG & TEST RESULTS SHEET 5 of T4 (ft) Breaks S w/ a few seams & layers CrS, thin seam slpl SiL; brn w/ gray; sat (continued) Bottom of Hole ' Water measured at 23.0' with drilling fluids 62 G:\GEOTECH\GINTW\PROJECTS\79A.GPJ

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STA EXAVATION U.YD. U.YD. 907.32 907.30 11+00.00 907.30 10-AUG-2017 07:22 903.89 11+00.00 907.87 907.93 10+50.00 907.93 904.70 DISTRIT #: METRO PLOT NAME: M3536ser_xp OND 10+50.00 908.51 908.56 10+00.00 908.56