59
Bottom of Hole 12.47
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
612.0c100aTrunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/17/20
ODonnel
211328 CPT Marooka Track
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'22.88"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'52.15"
Lake County Coordinate System
X=450890 Y=99274
612.0
607.0
602.0
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85393
0
5
10
0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 16.21
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
611.2c101aTrunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/22/20
ODonnel
211328 CPT Marooka Track
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'21.57"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'52.35"
Lake County Coordinate System
X=450980 Y=99294
611.2
606.2
601.2
596.2
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85394
0
5
10
15
0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 6.83
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
611.9c102aTrunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/22/20
ODonnel
211328 CPT Marooka Track
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'19.93"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'52.74"
Lake County Coordinate System
X=451094 Y=99333
611.9
606.9
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85395
0
5
0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 29.41
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
626.4c103Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/10/20
ODonnel
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'22.82"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'51.49"
Lake County Coordinate System
X=450894 Y=99207
626.4
621.4
616.4
611.4
606.4
601.4
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85378
0
5
10
15
20
25
0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 19.17
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
625.1c104Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/10/20
ODonnel
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'21.41"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'51.71"
Lake County Coordinate System
X=450991 Y=99229
625.1
620.1
615.1
610.1
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85379
0
5
10
15
0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 22.46
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
624.8c105Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/9/20
ODonnel
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'22.61"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'51.04"
Lake County Coordinate System
X=450908 Y=99162
624.8
619.8
614.8
609.8
604.8
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85380
0
5
10
15
20
0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 19.49
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
623.7c106Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/9/20
ODonnel
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'21.26"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'51.25"
Lake County Coordinate System
X=451001 Y=99183
623.7
618.7
613.7
608.7
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85381
0
5
10
15
0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 26.12
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
622.7c107Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/9/20
ODonnel
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'19.8"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'51.4"
Lake County Coordinate System
X=451103 Y=99198
622.7
617.7
612.7
607.7
602.7
597.7
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85382
0
5
10
15
20
25
0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 22.77
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
623.8c108Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/9/20
ODonnel
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'18.69"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'51.6"
Lake County Coordinate System
X=451179 Y=99218
623.8
618.8
613.8
608.8
603.8
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85383
0
5
10
15
20
0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 35.04
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
626.5c109Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/9/20
ODonnel
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'17.08"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'51.82"
Lake County Coordinate System
X=451291 Y=99240
626.5
621.5
616.5
611.5
606.5
601.5
596.5
591.5
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85384
0
5
10
15
20
25
30
35
0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 37.61
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
629.1c110Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/22/20
ODonnel
211328 CPT Marooka Track
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'16.96"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'52.74"
Lake County Coordinate System
X=451300 Y=99333
629.1
624.1
619.1
614.1
609.1
604.1
599.1
594.1
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85396
0
5
10
15
20
25
30
35
0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 37.07
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
631.1c111Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/22/20
ODonnel
211328 CPT Marooka Track
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'15.85"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'52.87"
Lake County Coordinate System
X=451376 Y=99346
631.1
626.1
621.1
616.1
611.1
606.1
601.1
596.1
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85397
0
5
10
15
20
25
30
35
0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 34.52
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
628.8c112Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/10/20
ODonnel
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'17.14"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'52.3"
Lake County Coordinate System
X=451287 Y=99288
628.8
623.8
618.8
613.8
608.8
603.8
598.8
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85385
0
5
10
15
20
25
30
0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 40.57
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
631.9c113Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/10/20
ODonnel
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'15.76"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'52.49"
Lake County Coordinate System
X=451383 Y=99307
631.9
626.9
621.9
616.9
611.9
606.9
601.9
596.9
591.9
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85386
0
5
10
15
20
25
30
35
40
0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 2.56
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
635.9c120Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/17/20
ODonnel
211328 CPT Marooka Track
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'28.63"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'50.92"
Lake County Coordinate System
X=450491 Y=99151
635.9
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85398
0 0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 16.8
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
648.6c121Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/17/20
ODonnel
211328 CPT Marooka Track
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'27.29"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'51.34"
Lake County Coordinate System
X=450584 Y=99193
648.6
643.6
638.6
633.6
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85399
0
5
10
15
0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 16.35
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
644.7c122Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/17/20
ODonnel
211328 CPT Marooka Track
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'26.12"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'51.64"
Lake County Coordinate System
X=450665 Y=99223
644.7
639.7
634.7
629.7
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85400
0
5
10
15
0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 3.69
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
621.4c123Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/17/20
ODonnel
211328 CPT Marooka Track
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'24.33"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'51.95"
Lake County Coordinate System
X=450789 Y=99254
621.4
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85401
0 0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 1.12
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
634.1c124Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/17/20
ODonnel
211328 CPT Marooka Track
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'28.33"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'50.51"
Lake County Coordinate System
X=450512 Y=99109
634.1
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85402
0 0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 4.79
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
633.8c125Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/17/20
ODonnel
211328 CPT Marooka Track
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'27.07"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'50.9"
Lake County Coordinate System
X=450599 Y=99148
633.8
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85403
0 0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 1.39
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
630.9c126Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/17/20
ODonnel
211328 CPT Marooka Track
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'25.31"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'51.32"
Lake County Coordinate System
X=450721 Y=99190
630.9
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85404
0 0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
Bottom of Hole 13.46
End of Data
State Project
BRIDGEBridge No. or Job Desc.
Tip Resistance(psi)UBC 1990 FR
Pore Pressure(psi)
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
625.9c127Trunk Highway/Location
(DTM)3805-79
Depth
MN Trunk Highway TH 61
Location CPT Machine
9/17/20
ODonnel
211328 CPT Marooka Track
CPT Operator
Hole Type
Date Completed
Longitude (West)=91°36'24.23"
SHEET 1 of 1
CPT-STDLatitude (North)=47°03'51.4"
Lake County Coordinate System
X=450796 Y=99198
625.9
620.9
615.9
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER 85405
0
5
10
0 2 4 6 8 10500 1000 1500 2000 2500 0 4 8 12 1650 40 30 20 10 00 2 4 6 8 10
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:CPT LOG
9/23/20
Index Sheet Code 3.0
Location CPT Machine 211328 CPT Marooka Track
Latitude (North)=47°03'52.21" Longitude (West)=91°36'22.83"
(ft.) CPT Operator ODonnel
CPT-SMR
SHEET 1 of 2
Date CompletedLake Co. Coordinate: X=450893 Y=99280
Hole Type
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr100aTrunk Highway/Location
3805-79 611.5Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
0
5
10
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ(Continued Next Page)
UNIQUE NUMBER
611.5
606.5
601.5
RESISTIVITY CONE PENETRATION TEST RESULTS
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
End of Data
Bottom of Hole 12.93
SHEET 2 of 2Mn/DOT GEOTECHNICAL SECTION - CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
10
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER
601.5
RESISTIVITY CONE PENETRATION TEST RESULTS
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr100aTrunk Highway/Location
3805-79 611.5Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
9/23/20
Index Sheet Code 3.0
Location CPT Machine 211328 CPT Marooka Track
Latitude (North)=47°03'52.46" Longitude (West)=91°36'21.47"
(ft.) CPT Operator ODonnel
CPT-SMR
SHEET 1 of 2
Date CompletedLake Co. Coordinate: X=450987 Y=99305
Hole Type
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr101Trunk Highway/Location
3805-79 609.7Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
0
5
10
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ(Continued Next Page)
UNIQUE NUMBER
609.7
604.7
599.7
RESISTIVITY CONE PENETRATION TEST RESULTS
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
End of Data
Bottom of Hole 15.89
SHEET 2 of 2Mn/DOT GEOTECHNICAL SECTION - CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
10
15
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER
599.7
594.7
RESISTIVITY CONE PENETRATION TEST RESULTS
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr101Trunk Highway/Location
3805-79 609.7Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
9/23/20
Index Sheet Code 3.0
Location CPT Machine 211328 CPT Marooka Track
Latitude (North)=47°03'52.75" Longitude (West)=91°36'19.95"
(ft.) CPT Operator ODonnel
CPT-SMR
SHEET 1 of 2
Date CompletedLake Co. Coordinate: X=451093 Y=99334
Hole Type
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr102Trunk Highway/Location
3805-79 612.0Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
0
5
10
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ(Continued Next Page)
UNIQUE NUMBER
612.0
607.0
602.0
RESISTIVITY CONE PENETRATION TEST RESULTS
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
End of Data
Bottom of Hole 13.92
SHEET 2 of 2Mn/DOT GEOTECHNICAL SECTION - CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
10
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER
602.0
RESISTIVITY CONE PENETRATION TEST RESULTS
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr102Trunk Highway/Location
3805-79 612.0Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
9/23/20
Index Sheet Code 3.0
Location CPT Machine 211328 CPT Marooka Track
Latitude (North)=47°03'52.79" Longitude (West)=91°36'17.01"
(ft.) CPT Operator ODonnel
CPT-SMR
SHEET 1 of 4
Date CompletedLake Co. Coordinate: X=451296 Y=99338
Hole Type
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr110Trunk Highway/Location
3805-79 629.3Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
0
5
10
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ(Continued Next Page)
UNIQUE NUMBER
629.3
624.3
619.3
RESISTIVITY CONE PENETRATION TEST RESULTS
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
SHEET 2 of 4Mn/DOT GEOTECHNICAL SECTION - CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
10
15
20
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ(Continued Next Page)
UNIQUE NUMBER
619.3
614.3
609.3
RESISTIVITY CONE PENETRATION TEST RESULTS
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr110Trunk Highway/Location
3805-79 629.3Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
SHEET 3 of 4Mn/DOT GEOTECHNICAL SECTION - CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
20
25
30
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ(Continued Next Page)
UNIQUE NUMBER
609.3
604.3
599.3
RESISTIVITY CONE PENETRATION TEST RESULTS
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr110Trunk Highway/Location
3805-79 629.3Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
End of Data
Bottom of Hole 35.25
SHEET 4 of 4Mn/DOT GEOTECHNICAL SECTION - CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
30
35
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER
599.3
594.3
RESISTIVITY CONE PENETRATION TEST RESULTS
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr110Trunk Highway/Location
3805-79 629.3Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
9/22/20
Index Sheet Code 3.0
Location CPT Machine 211328 CPT Marooka Track
Latitude (North)=47°03'52.88" Longitude (West)=91°36'15.93"
(ft.) CPT Operator ODonnel
CPT-SMR
SHEET 1 of 4
Date CompletedLake Co. Coordinate: X=451371 Y=99347
Hole Type
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr111Trunk Highway/Location
3805-79 631.0Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
0
5
10
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ(Continued Next Page)
UNIQUE NUMBER
631.0
626.0
621.0
RESISTIVITY CONE PENETRATION TEST RESULTS
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
SHEET 2 of 4Mn/DOT GEOTECHNICAL SECTION - CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
10
15
20
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ(Continued Next Page)
UNIQUE NUMBER
621.0
616.0
611.0
RESISTIVITY CONE PENETRATION TEST RESULTS
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr111Trunk Highway/Location
3805-79 631.0Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
SHEET 3 of 4Mn/DOT GEOTECHNICAL SECTION - CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
20
25
30
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ(Continued Next Page)
UNIQUE NUMBER
611.0
606.0
601.0
RESISTIVITY CONE PENETRATION TEST RESULTS
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr111Trunk Highway/Location
3805-79 631.0Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
End of Data
Bottom of Hole 36.49
SHEET 4 of 4Mn/DOT GEOTECHNICAL SECTION - CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
30
35
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER
601.0
596.0
RESISTIVITY CONE PENETRATION TEST RESULTS
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr111Trunk Highway/Location
3805-79 631.0Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
9/24/20
Index Sheet Code 3.0
Location CPT Machine 211328 CPT Marooka Track
Latitude (North)=47°03'51.28" Longitude (West)=91°36'27.28"
(ft.) CPT Operator ODonnel
CPT-SMR
SHEET 1 of 2
Date CompletedLake Co. Coordinate: X=450585 Y=99187
Hole Type
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr121Trunk Highway/Location
3805-79 646.4Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
0
5
10
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ(Continued Next Page)
UNIQUE NUMBER
646.4
641.4
636.4
RESISTIVITY CONE PENETRATION TEST RESULTS
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
End of Data
Bottom of Hole 15.56
SHEET 2 of 2Mn/DOT GEOTECHNICAL SECTION - CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
10
15
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER
636.4
631.4
RESISTIVITY CONE PENETRATION TEST RESULTS
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr121Trunk Highway/Location
3805-79 646.4Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
9/23/20
Index Sheet Code 3.0
Location CPT Machine 211328 CPT Marooka Track
Latitude (North)=47°03'51.67" Longitude (West)=91°36'26.14"
(ft.) CPT Operator ODonnel
CPT-SMR
SHEET 1 of 2
Date CompletedLake Co. Coordinate: X=450664 Y=99226
Hole Type
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr122Trunk Highway/Location
3805-79 646.0Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
0
5
10
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ(Continued Next Page)
UNIQUE NUMBER
646.0
641.0
636.0
RESISTIVITY CONE PENETRATION TEST RESULTS
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
End of Data
Bottom of Hole 15.88
SHEET 2 of 2Mn/DOT GEOTECHNICAL SECTION - CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
10
15
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER
636.0
631.0
RESISTIVITY CONE PENETRATION TEST RESULTS
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr122Trunk Highway/Location
3805-79 646.0Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
9/23/20
Index Sheet Code 3.0
Location CPT Machine 211328 CPT Marooka Track
Latitude (North)=47°03'51.33" Longitude (West)=91°36'24.16"
(ft.) CPT Operator ODonnel
CPT-SMR
SHEET 1 of 2
Date CompletedLake Co. Coordinate: X=450801 Y=99191
Hole Type
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr127Trunk Highway/Location
3805-79 627.8Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
0
5
10
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ(Continued Next Page)
UNIQUE NUMBER
627.8
622.8
617.8
RESISTIVITY CONE PENETRATION TEST RESULTS
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
End of Data
Bottom of Hole 17.53
SHEET 2 of 2Mn/DOT GEOTECHNICAL SECTION - CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 10/21/20
10
15
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
UNIQUE NUMBER
617.8
612.8
RESISTIVITY CONE PENETRATION TEST RESULTS
DepthUBC 1990 FR
Interpreted SoilBehavior Type
BRIDGEGround ElevationBridge No. or Job Desc.
Elevation
State Project
cr127Trunk Highway/Location
3805-79 627.8Sounding No.
TH 61 (DTM)
VolumetricWater Content
(%)
Resistivity(ohm-m)
GravametricWater Content
(%)
Pore WaterPressure (psi)
0 2 4 6 8 10
CPT RESISTIVITY
0 200 400 600 800 1000 0 20 40 60 80 1000 20 40 60 80 100
0 200 400 600 800 1000
0 4 8 12 16 20
2141
50/.3
2750
50/.5
50/.4
5050/.3
50/.1
50/.1
0.44
0.90
0.43
6.0617.8
8.5615.3
13.5610.315.0608.8
22.5601.3
27.5596.3
36.5587.3
45.5578.3
49.5574.3
26
49
17
9
9
9
6
8
12
11
66
23
22
>15
12
6N/A14
90
100
90
MUD
MUD
22
23
6
29
26
269
25
11
1720
20
24
13
4
26
Clay with pebbles, reddish-brown, moist
Loamy Sand and Gravel, dark-brown, moist
Silty Clay Loam with pockets of gray Silt and a few pebbles,reddish-brown, moist
Clay, reddish-brown, moist
Loamy Sand and Gravel, dark-brown, moist to wet
Silty Clay, reddish-brown, very moist
Gravel with Sandy Loam mixed ; broken pieces and chips ofpossilble weathered Bed rock, red-brown, saturated
Approximate Top of Bedrock
INTERGRANULAR BASALT, slightly weathered; finegrained; close to moderately close jointing with shallow tosteep dipping angles; small 1/8" amygdules of laumontite,calcite, and chlorite common; hard; grayish red with darkgreen, white and pink amgdules.
WEATHERED (FLOW TOP) BASALT; fine grained; close tomod close jointing w/shallow to mod dipping angles;amygdules up to 1" mostly of laumontite & calcite w/minorchlorite; some thin red siltstone beds/in-filling common; softto mod hard; reddish brownBottom of Hole -49.5'Water measured at 18.9' with auger
38017Ground Elevation
(Surveyed)MN Trunk Highway TH 61Boring No.
3805-79Bridge No. or Job Desc.
623.8State Project
T01Trunk Highway/Location
Location
Completed
Longitude (West)=91°36'20.06"Latitude (North)=47°03'51.94"
DrillingDrill Machine SHEET 1 of 1211304 CME Fat Tire
CME Automatic Calibrated 10/2/18HammerLake County Coordinate System X=451085 Y=99252
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15
20
25
30
35
40
45
(%)(%) (ft)
(pcf)N
Formation
MC
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
or MemberREC ACL
Dril
ling
Op
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ion
Lith
olo
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RQD Core
Depth
COH
Breaks
Or Remarks
Elev.
SPT
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
Ro
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DE
PT
H
(psf) Soi
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Classification
Other Tests
Field Crew Chief: Dols Soil Class:JAH Rock Class: JNH Edit: Date: 10/21/20
UNIQUE NUMBER 83425
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:SPT LOG
very hard drilling 31.0'
TWO HARBORS FINEGRAINED BASALTSset 3 inch casing -39.5'
Core bit plugged 46.3', plugdrill to 46.9'
1050/.4
59
50/.2
0.51
0.67
4.0621.3
8.0617.3
16.5608.8
19.0606.320.5604.822.0603.3
26.5598.828.0597.3
33.8591.5
39.0586.3
51
67
9
10
2
8
6
5
8
23
15
9
7
RUBBLE
7
3
98
94
19
4
28
26
23
30
29
20
20
28
13
Clay with a few pebbles, reddish-brown, moist
Loamy Sand and Gravel, dark-brown, moist
Silty Clay Loam with pebbles, reddish-brown, moist
Clay , red-brown, moist
Loamy Sand and Gravel, dark-brown, moist
plastic Sandy Loam, brown, wet
Silty Clay, reddish-brown, moist
Clay Loam, brown, moist Approximate Top of Bedrock
INTERGRANULAR BASALT, Slightly Weathered; finegrained; close to wide jointing with shallow to steep dippingangles; some small amygdules of calcite, laumontite, andchlorite; grayish red with dark green, white and pinkamygdules.
INTERGRANULAR BASALT, Generally Fresh with SlightWeathering; (same as above, but less weathered).
Bottom of Hole -39.0'No water encountered or measured during drilling
38017Ground Elevation
(Surveyed)MN Trunk Highway TH 61Boring No.
3805-79Bridge No. or Job Desc.
625.3State Project
T02Trunk Highway/Location
Location
Completed
Longitude (West)=91°36'18.76"Latitude (North)=47°03'52.08"
DrillingDrill Machine SHEET 1 of 1211304 CME Fat Tire
CME Automatic Calibrated 10/4/18HammerLake County Coordinate System X=451175 Y=99266
5
10
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25
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35
(%)(%) (ft)
(pcf)N
Formation
MC
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
or MemberREC ACL
Dril
ling
Op
erat
ion
Lith
olo
gy
RQD Core
Depth
COH
Breaks
Or Remarks
Elev.
SPT
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
Ro
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DE
PT
H
(psf) Soi
l
60 (%)
Classification
Other Tests
Field Crew Chief: Dols Soil Class:JAH Rock Class: JNH Edit: Date: 10/21/20
UNIQUE NUMBER 83426
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:SPT LOG
TWO HARBORS FINEGRAINED BASALTS
50/.5
11.5612.8
18.5605.8
23.5600.8
28.5595.830.0594.3
34.0590.3
10
5
5
15
15
17
15
11
28
24
N/A
N/A
24
32
31
23
22
19
25
28
16
17
9
Fat Clay with a few pebbles, red, moist
Clay Loam with a few pebbles, reddish-brown, moist
Silty Clay, red-brown, moist
Clay Loam, brown, moist
Fine Grained Sandy Loam with a few pebbles, brown, damp Probable Top of Bedrock
BASALT (plug drill chips/wash sample); dark gray, appearsfresh with some pink laumontite.
Bottom of Hole -34.0'No water encountered or measured during drilling
38017Ground Elevation
(DTM)MN Trunk Highway TH 61Boring No.
3805-79Bridge No. or Job Desc.
624.3State Project
T03Trunk Highway/Location
Location
Completed
Longitude (West)=91°36'18.09"Latitude (North)=47°03'52.26"
DrillingDrill Machine SHEET 1 of 1217270 CME 55 Track
CME Automatic Calibrated 3/20/19HammerLake County Coordinate System X=451221 Y=99284
5
10
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20
25
30
(%)(%) (ft)
(pcf)N
Formation
MC
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
LABORATORY LOG & TEST RESULTS - SUBSURFACE EXPLORATION
or MemberREC ACL
Dril
ling
Op
erat
ion
Lith
olo
gy
RQD Core
Depth
COH
Breaks
Or Remarks
Elev.
SPT
G:\GINT\PROJECTS-ACTIVE\3805-79 SILVER CREEK BRIDGE.GPJ
Ro
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DE
PT
H
(psf) Soi
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60 (%)
Classification
Other Tests
Field Crew Chief: Hoisington Soil Class:JAH Rock Class: JNH Edit: Date: 10/21/20
UNIQUE NUMBER 83823
Library:G:\GINT\SYSTEM_FILES\CURRENT\MNDOT_GLB_20190619.GLB Report Format:SPT LOG
high Silt content
TWO HARBORS FINEGRAINED BASALTS
Minnesota Department of Transportation Geotechnical Section
Cone Penetration Test Index Sheet 1.0 (CPT 1.0)
USER NOTES, ABBREVIATIONS AND DEFINITIONS This Index sheet accompanies Cone Penetration Test Data. Please refer to the Boring Log Descriptive Terminology Sheet for information relevant to conventional boring logs. This Cone Penetration Test (CPT) Sounding follows ASTM D 5778 and was made by ordinary and conventional methods and with care deemed adequate for the Department's design purposes. Since this sounding was not taken to gather information relating to the construction of the project, the data noted in the field and recorded may not necessarily be the same as that which a contractor would desire. While the Department believes that the information as to the conditions and materials reported is accurate, it does not warrant that the information is necessarily complete. This information has been edited or abridged and may not reveal all the information which might be useful or of interest to the contractor. Consequently, the Department will make available at its offices, the field logs relating to this sounding. Since subsurface conditions outside each CPT Sounding are unknown, and soil, rock and water conditions cannot be relied upon to be consistent or uniform, no warrant is made that conditions adjacent to this sounding will necessarily be the same as or similar to those shown on this log. Furthermore, the Department will not be responsible for any interpretations, assumptions, projections or interpolations made by contractors, or other users of this log. Water pressure measurements and subsequent interpreted water levels shown on this log should be used with discretion since they represent dynamic conditions. Dynamic Pore water pressure measurements may deviate substantially from hydrostatic conditions, especially in cohesive soils. In cohesive soils, water pressures often take extended periods of time to reach equilibrium and thus reflect their true field level. Water levels can be expected to vary both seasonally and yearly. The absence of notations on this log regarding water does not necessarily mean that this boring was dry or that the contractor will not encounter subsurface water during the course of construction. CPT Terminology CPT .............Cone Penetration Test CPTU...........Cone Penetration Test with Pore Pressure measurements SCPTU.........Cone Penetration Test with Pore Pressure and Seismic measurements Piezocone...Common name for CPTU test (Note: This test is not related to the Dynamic Cone Penetrometer DCP) qT TIP RESISTANCE The resistance at the cone corrected for water pressure. Data is from cone with 60 degree apex angle and a 10 cm2 end area. fs SLEEVE FRICTION RESISTANCE The resistance along the sleeve of the penetrometer. FR Friction Ratio
Ratio of sleeve friction over corrected tip resistance. FR = fs/qt Vs Shear Wave Velocity A measure of the speed at which a siesmic wave travels through soil/rock. PORE WATER MEASUREMENTS Pore water measurements reported on CPT Log are representative of water pressures measured at the U2 location, just behind the cone tip, prior to the sleeve, as shown in the figure below. These measurements are considered to be dynamic water pressures due to the local disturbance caused by the cone tip. Dynamic water pressure decay and Static water pressure measurements are reported on a Pore Water Pressure Dissipation Graph.
SBT SOIL BEHAVIOR TYPE Soil Classification methods for the Cone Penetration Test are based on correlation charts developed from observations of CPT data and conventional borings. Please note that these classification charts are meant to provide a guide to Soil Behavior Type and should not be used to infer a soil classification based on grain size distribution. The numbers corresponding to different regions on the charts represent the following soil behavior types: 1. Sensitive, Fine Grained 2. Organic Soils - Peats 3. Clays - Clay to Silty Clay 4. Silt Mixtures - Clayey Silt to Silty Clay 5. Sand Mixtures - Silty Sand to Sandy Silt 6. Sands - Clean Sand to Silty Sand 7. Gravelly Sand to Sand 8. Very Stiff Sand to Clayey Sand 9. Very Stiff, Fine Grained Note that engineering judgment, and comparison with conventional borings is especially important in the proper interpretation of CPT data in certain geo-materials. The following charts are used to provide a Soil Behavior Type for the CPT Data. Robertson CPT 1990 Soil Behavior type based on friction ratio
Robertson CPTU 1990 Soil Behavior type based on pore pressure
U2
where ... .......................... normalized cone resistance QT
.......................... pore pressure ratio BBq
........................... Normalized friction ratio Fr
........................ overburden pressure σvo
σ’vo ....................... effective over burden pressure u .......................... measured pore pressure 2
.......................... equilibrium pore pressure u0 G:\GEOTECH\PUBLIC\FORMS\CPTINDEX.DOC January 30, 2002
DRILLING SYMBOLS
Index Sheet No. 3.0 July 1997
Mn/DOT TRIANGULAR TEXTURALCLASSIFICATION SYSTEM
Minnesota Department of TransportationGeotechnical Section
Boring Log Descriptive Terminology (English Units)
USER NOTES, ABBREVIATIONS AND DEFINITIONS - Additional information available in Geotechnical Manual.This boring was made by ordinary and conventionalmethods and with care deemed adequate for theDepartment's design purposes. Since this boringwas not taken to gather information relating to theconstruction of the project, the data noted in thefield and recorded may not necessarily be the sameas that which a contractor would desire. While theDepartment believes that the information as to theconditions and materials reported is accurate, itdoes not warrant that the information is necessarilycomplete. This information has been edited orabridged and may not reveal all the informationwhich might be useful or of interest to thecontractor. Consequently, the Department will makeavailable at its offices, the field logs relating to thisboring.
Since subsurface conditions outside each boreholeare unknown, and soil, rock and water conditionscannot be relied upon to be consistent or uniform,no warrant is made that conditions adjacent to thisboring will necessarily be the same as or similar tothose shown on this log. Furthermore, theDepartment will not be responsible for anyinterpretations, assumptions, projections orinterpolations made by contractors, or other users ofthis log.
Water levels recorded on this log should be usedwith discretion since the use of drilling fluids inborings may seriously distort the true fieldconditions. Also, water levels in cohesive soils oftentake extended periods of time to reach equilibriumand thus reflect their true field level. Water levelscan be expected to vary both seasonally and yearly.The absence of notations on this log regardingwater does not necessarily mean that this boringwas dry or that the contractor will not encountersubsurface water during the course of construction.
WATER MEASUREMENT AB . . . . . . . . . . . After BailingAC . . . . . . . . . . . After CompletionAF . . . . . . . . . . . After Flushingw/C . . . . . . . . . . with Casingw/M . . . . . . . . . . with MudWSD . . . . . . . . . While Sampling/Drillingw/AUG . . . . . . . with Hollow Stem Auger
MISCELLANEOUS NA . . . . . . . . . . . Not Applicablew/ . . . . . . . . . . . withw/o . . . . . . . . . . with outsat . . . . . . . . . . saturated
DRILLING OPERATIONS AUG . . . . . . . AugeredCD . . . . . . . . Core DrilledDBD . . . . . . . Disturbed by DrillingDBJ . . . . . . . . Disturbed by JettingPD . . . . . . . . . Plug DrilledST . . . . . . . . . Split Tube (SPT test)TW . . . . . . . . Thinwall (Shelby Tube)WS . . . . . . . . Wash SampleNSR . . . . . . . No Sample RetrievedWH . . . . . . . . Weight of Hammer
WR . . . . . . . . Weight of RodMud . . . . . . . Drilling Fluids in SampleCS . . . . . . . . . Continuous Sample
SOIL/CORE TESTS SPT N60 . . . . . ASTM D1586 ModifiedBlows per foot with 140 lb. hammer and astandard energy of 210 ft-lbs. This energyrepresents 60% of the potential energy of thesystem and is the average energy provided bya Rope & Cathead system.MC . . . . . . . . Moisture ContentCOH . . . . . . . Cohesion( . . . . . . . . . . Sample DensityLL . . . . . . . . . Liquid LimitPI . . . . . . . . . Plasticity IndexF . . . . . . . . . . Phi AngleREC . . . . . . . Percent Core RecoveredRQD . . . . . . . Rock Quality Description(Percent of total core interval consisting ofunbroken pieces 4 inches or longer)ACL . . . . . . . Average Core Length(Average length of core that is greater than 4inches long)Core Breaks . Number of natural corebreaks per 2-foot interval.
DISCONTINUITY SPACING Fractures Distance BeddingVery Close . . <2 inches . . . . . Very ThinClose . . . . . . . 2-12 inches . . . ThinMod. Close . . 12-36 inches . . MediumWide . . . . . . . >36 inches . . . . Thick
RELATIVE DENSITY Compactness - Granular Soils BPF
very loose . . . . . . . . . . . . . . . . 0-4loose . . . . . . . . . . . . . . . . . . . . 5-10medium dense . . . . . . . . . . . . 11-24dense . . . . . . . . . . . . . . . . . . . 25-50very dense . . . . . . . . . . . . . . . >50
Consistency - Cohesive Soils BPFvery soft . . . . . . . . . . . . . . . . . 0-1soft . . . . . . . . . . . . . . . . . . . . . 2-4firm . . . . . . . . . . . . . . . . . . . . . 5-8stiff . . . . . . . . . . . . . . . . . . . . . 9-15very stiff . . . . . . . . . . . . . . . . . 16-30hard . . . . . . . . . . . . . . . . . . . . . 31-60very hard . . . . . . . . . . . . . . . . . > 60
COLOR blk . . . . . . . Black wht . . . . Whitegrn . . . . . . . Green brn . . . . Brownorng . . . . . . Orange yel . . . . . Yellowdk . . . . . . . . Dark lt . . . . . . LightIOS . . . . . . . Iron Oxide Stained
GRAIN SIZE /PLASTICITY VF . . . . . Very Fine pl . . . . . PlasticF . . . . . . Fine slpl . . . SlightlyCr . . . . . Coarse Plastic
SOIL/ROCK TERMS C . . . . . . Clay Lmst . . LimestoneL . . . . . . Loam Sst . . . . SandstoneS . . . . . . Sand Dolo . . DolostoneSi . . . . . Silt wx . . . . weatheredG . . . . . . Gravel (No. 10 Sieve to 3 inches)Bldr . . . Boulder (over 3 inches)T . . . . . . till (unsorted, nonstratified glacialdeposits)
