cone penetration test results unique · pdf fileno station-offset information available...
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![Page 1: CONE PENETRATION TEST RESULTS UNIQUE · PDF fileNo Station-Offset Information Available CPT-STD/PWP-DISS Longitude (West)=93°18'18.59" CPT Operator Hole Type Date Completed ... CONE](https://reader031.vdocuments.us/reader031/viewer/2022022421/5a83e7107f8b9a38478f1810/html5/thumbnails/1.jpg)
Bottom of Hole 22.41Hole Terminated due to Refusal on rocks or boulders
End of Data
C01PATrunk Highway/Location
(DTM)13
Sleeve Friction(psi)
Interpreted SoilBehavior Type
State Project
19036Bridge No. or Job Desc.
Tip Resistance(psi)
1901-148 781.9
Pore Pressure(psi)
Depth
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)UBC 1990 FR
G:\GINT\PROJECTS-ACTIVE\1901-148.GPJ
781.9
776.9
771.9
766.9
761.9
U.S. Customary Units
20 16 12 8 4 0 1600 3200 4800 6400 8000 0 24 48 72 96
C:\1901148\Cone\F28L1001C.DAT
0 2 4 6 8 10
UNIQUE NUMBER 73912
0 2 4 6 8 100
5
10
15
20
CPT-STD/PWP-DISSNo Station-Offset Information Available
Longitude (West)=93°18'18.59" CPT Operator
Hole TypeDate Completed
SHEET 1 of 1Dakota Co. Coordinate: X=502987 Y=209600 205146 CPT Truck (H)
Latitude (North)=44°46'21.18"
Location CPT Machine
7/28/10
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 4/9/12
(ft.)
Hasselquist
Index Sheet Code 3.0
CONE PENETRATION TEST RESULTS
![Page 2: CONE PENETRATION TEST RESULTS UNIQUE · PDF fileNo Station-Offset Information Available CPT-STD/PWP-DISS Longitude (West)=93°18'18.59" CPT Operator Hole Type Date Completed ... CONE](https://reader031.vdocuments.us/reader031/viewer/2022022421/5a83e7107f8b9a38478f1810/html5/thumbnails/2.jpg)
End of Data
Bottom of Hole 21.96Hole Terminated due to Refusal on rocks or boulders
13
Interpreted SoilBehavior Type Sleeve Friction
(psi)
782.5C01PB
Tip Resistance(psi)
(DTM)
Elevation
1901-148State Project
19036Trunk Highway/Location
UBC 1990 FR
Friction Ratio(%)
Ground Elevation
Pore Pressure(psi)
Depth
Sounding No.Bridge No. or Job Desc.
Location
782.5
777.5
772.5
767.5
762.5
7/28/10
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\1901-148.GPJ
20 16 12 8 4 0 1600 3200 4800 6400 8000 0 24 48 72 96
C:\1901148\Cone\F28L1002C.DAT
0 2 4 6 8 10 0 2 4 6 8 100
5
10
15
20
(ft.)
No Station-Offset Information Available
Longitude (West)=93°18'18.58" CPT Operator
Hole Type
Dakota Co. Coordinate: X=502988 Y=209592
Index Sheet Code 3.0
SHEET 1 of 1
CPT-STD
205146 CPT Truck (H)
Latitude (North)=44°46'21.10"
CPT Machine
Date Completed
UNIQUE NUMBER 73913
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTIONCONE PENETRATION TEST RESULTS
Hasselquist
Soil Class: Rock Class: Edit: Date: 4/9/12
![Page 3: CONE PENETRATION TEST RESULTS UNIQUE · PDF fileNo Station-Offset Information Available CPT-STD/PWP-DISS Longitude (West)=93°18'18.59" CPT Operator Hole Type Date Completed ... CONE](https://reader031.vdocuments.us/reader031/viewer/2022022421/5a83e7107f8b9a38478f1810/html5/thumbnails/3.jpg)
End of Data
Longitude (West)=93°18'18.49"No Station-Offset Information Available
(ft.)Dakota Co. Coordinate: X=502995 Y=209612
Index Sheet Code 3.0
Hole TypeDate Completed
CONE PENETRATION TEST RESULTS
Soil Class: Rock Class: Edit: Date: 4/9/12
Hasselquist
Location
UBC 1990 FR
CPT Operator
CPT Machine
Latitude (North)=44°46'21.30"
205146 CPT Truck (H)
CPT-PZ [ACTIVE]
SHEET 1 of 1
7/28/10
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
0
5
10
15
20
25
30
35
40
45
20 16 12 8 4 00 2 4 6 8 10
C:\1901148\Cone\F28L1003C.DAT
0 24 48 72 961600 3200 4800 6400 8000 0 2 4 6 8 10
UNIQUE NUMBER 73914
780.4
775.4
770.4
765.4
760.4
755.4
750.4
745.4
740.4
735.4
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\1901-148.GPJ
Friction Ratio(%)
13 (GeoXH(DC))
Trunk Highway/Location
C01PC 780.4
Interpreted SoilBehavior Type
Ground Elevation
Elevation
Sounding No.
Depth Pore Pressure(psi)
Sleeve Friction(psi)
1901-148
Tip Resistance(psi)
Bridge No. or Job Desc.
19036State Project
Bottom of Hole 45.04Hole Terminated due to Planned Depth
![Page 4: CONE PENETRATION TEST RESULTS UNIQUE · PDF fileNo Station-Offset Information Available CPT-STD/PWP-DISS Longitude (West)=93°18'18.59" CPT Operator Hole Type Date Completed ... CONE](https://reader031.vdocuments.us/reader031/viewer/2022022421/5a83e7107f8b9a38478f1810/html5/thumbnails/4.jpg)
End of Data
CPT OperatorLongitude (West)=93°18'25.51"No Station-Offset Information Available
(ft.)Dakota Co. Coordinate: X=502488 Y=209808
Date CompletedHasselquist
CONE PENETRATION TEST RESULTS
Soil Class: Rock Class: Edit: Date: 4/9/12Index Sheet Code 3.0
CPT Machine
Hole Type 11/29/22
Location
Latitude (North)=44°46'23.24"
205146 CPT Truck (H)
CPT-STD
SHEET 1 of 1
UBC 1990 FR
0
5
10
15
20
25
30
35
40
45
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
20 16 12 8 4 00 2 4 6 8 10
C:\1901-148 westwalls\Cone\F29N1101C.DAT
0 24 48 72 961600 3200 4800 6400 8000 0 2 4 6 8 10
UNIQUE NUMBER 75558
771.6
766.6
761.6
756.6
751.6
746.6
741.6
736.6
731.6
726.6
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\1901-148.GPJ
Interpreted SoilBehavior Type
1901-148 13 (GeoXH(DC))
Trunk Highway/Location
c34
Sleeve Friction(psi)
Bridge No. or Job Desc.
Friction Ratio(%)
Ground Elevation
Elevation
Sounding No.
Depth Pore Pressure(psi)
771.6State Project
Tip Resistance(psi)
Bottom of Hole 46.77Hole Terminated due to Planned Depth
![Page 5: CONE PENETRATION TEST RESULTS UNIQUE · PDF fileNo Station-Offset Information Available CPT-STD/PWP-DISS Longitude (West)=93°18'18.59" CPT Operator Hole Type Date Completed ... CONE](https://reader031.vdocuments.us/reader031/viewer/2022022421/5a83e7107f8b9a38478f1810/html5/thumbnails/5.jpg)
Friction Ratio(%)
End of Data
13
Tip Resistance(psi)
Bridge No. or Job Desc.State Project
1901-148 (GeoXH(DC))
Trunk Highway/Location
c35 772.8
Sleeve Friction(psi)
Interpreted SoilBehavior Type
0
5
10
15
20
25
30
35
40
0 2 4 6 8 100 2 4 6 8 10
C:\1901-148 westwalls\Cone\F29N1102C.DAT
0 24 48 72 961600 3200 4800 6400 800020 16 12 8 4 0
Bottom of Hole 40.82Hole Terminated due to Planned Depth
Ground Elevation
Elevation
Sounding No.
Depth Pore Pressure(psi)
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\1901-148.GPJ
Longitude (West)=93°18'23.98" CPT Operator
No Station-Offset Information AvailableDate Completed
Hole Type
UNIQUE NUMBER 75559CONE PENETRATION TEST RESULTS
Soil Class: Rock Class: Edit: Date: 4/9/12
Hasselquist
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
772.8
767.8
762.8
757.8
752.8
747.8
742.8
737.8
732.8
(ft.)
Index Sheet Code 3.0
UBC 1990 FR
Dakota Co. Coordinate: X=502599 Y=209759
CPT-STD
205146 CPT Truck (H)
Latitude (North)=44°46'22.75"
11/29/22
Location CPT Machine SHEET 1 of 1
![Page 6: CONE PENETRATION TEST RESULTS UNIQUE · PDF fileNo Station-Offset Information Available CPT-STD/PWP-DISS Longitude (West)=93°18'18.59" CPT Operator Hole Type Date Completed ... CONE](https://reader031.vdocuments.us/reader031/viewer/2022022421/5a83e7107f8b9a38478f1810/html5/thumbnails/6.jpg)
End of Data
0 2 4 6 8 1020 16 12 8 4 00 2 4 6 8 10
C:\1901-148 westwalls\Cone\F29N1104C.DAT
0 24 48 72 961600 3200 4800 6400 8000
Hasselquist
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 4/9/12
CONE PENETRATION TEST RESULTS
UNIQUE NUMBER 75560
Index Sheet Code 3.0
Dakota Co. Coordinate: X=502701 Y=209725 (ft.)
No Station-Offset Information Available
Longitude (West)=93°18'22.56" CPT Operator
Hole Type
776.1
771.1
766.1
761.1
756.1
751.1
746.1
0
5
10
15
20
25
30
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\1901-148.GPJ
Date Completed
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
776.1c36aTrunk Highway/Location
(GeoXH(DC))
Elevation
1901-148Sounding No.State Project Bridge No. or Job Desc.
Tip Resistance(psi)
13SHEET 1 of 1
CPT-STD
205146 CPT Truck (H)
Latitude (North)=44°46'22.42"
Location CPT Machine
11/29/22
UBC 1990 FR
Ground Elevation
Pore Pressure(psi)
Depth
Bottom of Hole 31.3Hole Terminated due to Refusal on rocks or boulders
![Page 7: CONE PENETRATION TEST RESULTS UNIQUE · PDF fileNo Station-Offset Information Available CPT-STD/PWP-DISS Longitude (West)=93°18'18.59" CPT Operator Hole Type Date Completed ... CONE](https://reader031.vdocuments.us/reader031/viewer/2022022421/5a83e7107f8b9a38478f1810/html5/thumbnails/7.jpg)
End of Data
Bridge No. or Job Desc.
c37b
Depth
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)Tip Resistance
(psi)
Trunk Highway/Location
(GeoXH(DC))131901-148State Project
778.4
G:\GINT\PROJECTS-ACTIVE\1901-148.GPJ
U.S. Customary Units
778.4
773.4
768.4
763.4
758.4
Pore Pressure(psi)
UNIQUE NUMBER 75561
0 2 4 6 8 101600 3200 4800 6400 8000 0 24 48 72 96
C:\1901-148 westwalls\Cone\F29N1107C.DAT
0 2 4 6 8 10 20 16 12 8 4 00
5
10
15
20
Soil Class: Rock Class: Edit: Date: 4/9/12
CPT-STD
205146 CPT Truck (H)
Latitude (North)=44°46'22.10"
Location CPT Machine
UBC 1990 FR
11/29/22
Index Sheet Code 3.0
CONE PENETRATION TEST RESULTS
SHEET 1 of 1Hasselquist
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Dakota Co. Coordinate: X=502804 Y=209693 (ft.)
No Station-Offset Information Available
Longitude (West)=93°18'21.14" CPT Operator
Hole TypeDate Completed
Bottom of Hole 23.44Hole Terminated due to Refusal on rocks or boulders
![Page 8: CONE PENETRATION TEST RESULTS UNIQUE · PDF fileNo Station-Offset Information Available CPT-STD/PWP-DISS Longitude (West)=93°18'18.59" CPT Operator Hole Type Date Completed ... CONE](https://reader031.vdocuments.us/reader031/viewer/2022022421/5a83e7107f8b9a38478f1810/html5/thumbnails/8.jpg)
Sleeve Friction(psi)
End of Data
State Project Bridge No. or Job Desc.
Tip Resistance(psi)
G:\GINT\PROJECTS-ACTIVE\1901-148.GPJ
U.S. Customary Units
780.6
775.6
770.6
765.6
760.6
755.6
750.6
745.6
740.6
735.6
730.6
725.6
1600 3200 4800 6400 8000 0 24 48 72 96
C:\1901-148 westwalls\Cone\F29N1108C.DAT
0 2 4 6 8 100
5
10
15
20
25
30
35
40
45
50
55
20 16 12 8 4 0 0 2 4 6 8 10
1901-148 c38Trunk Highway/Location
(GeoXH(DC))13
Hasselquist
Index Sheet Code 3.0
(ft.)
No Station-Offset Information Available
Longitude (West)=93°18'19.82" CPT Operator
Hole TypeDate Completed
Dakota Co. Coordinate: X=502899 Y=209672
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 4/9/12
CONE PENETRATION TEST RESULTS
UNIQUE NUMBER 75562
Sounding No.
Depth
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Pore Pressure
(psi)
CPT Machine SHEET 1 of 1
CPT-STD
205146 CPT Truck (H)
Latitude (North)=44°46'21.89"
Location
11/29/22
UBC 1990 FR
780.6
Bottom of Hole 56.72Hole Terminated due to Planned Depth
![Page 9: CONE PENETRATION TEST RESULTS UNIQUE · PDF fileNo Station-Offset Information Available CPT-STD/PWP-DISS Longitude (West)=93°18'18.59" CPT Operator Hole Type Date Completed ... CONE](https://reader031.vdocuments.us/reader031/viewer/2022022421/5a83e7107f8b9a38478f1810/html5/thumbnails/9.jpg)
End of Data
UNIQUE NUMBER 75563
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
Soil Class: Rock Class: Edit: Date: 4/9/12
CONE PENETRATION TEST RESULTS
Hasselquist
Index Sheet Code 3.0
Dakota Co. Coordinate: X=502141 Y=209868 (ft.)
No Station-Offset Information Available
Longitude (West)=93°18'30.32" CPT Operator
Hole TypeDate Completed
1600 3200 4800 6400 8000 0 24 48 72 96
C:\1901-148 westwalls\Cone\F28N1108C.DAT
0 2 4 6 8 10 20 16 12 8 4 0 0 2 4 6 8 100
5
10
15
20
25
30
G:\GINT\PROJECTS-ACTIVE\1901-148.GPJ
U.S. Customary Units
760.1
755.1
750.1
745.1
740.1
735.1
730.1
SHEET 1 of 1(GeoXH(DC))131901-148
State Project Bridge No. or Job Desc.
Tip Resistance(psi)
c39
CPT-STD
205146 CPT Truck (H)
Latitude (North)=44°46'23.83"
Location CPT Machine
11/28/11
UBC 1990 FR
Trunk Highway/Location
Pore Pressure(psi)
Depth
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
Interpreted SoilBehavior Type Sleeve Friction
(psi)
760.1
Bottom of Hole 32.24Hole Terminated due to Stopped push due to high inclination (crooked rods)
![Page 10: CONE PENETRATION TEST RESULTS UNIQUE · PDF fileNo Station-Offset Information Available CPT-STD/PWP-DISS Longitude (West)=93°18'18.59" CPT Operator Hole Type Date Completed ... CONE](https://reader031.vdocuments.us/reader031/viewer/2022022421/5a83e7107f8b9a38478f1810/html5/thumbnails/10.jpg)
End of Data
(GeoXH(DC))13State Project Bridge No. or Job Desc.
Tip Resistance(psi)
1901-148
0 2 4 6 8 1020 16 12 8 4 0 1600 3200 4800 6400 8000 0 24 48 72 96
C:\sp1901-148\Cone\F24G1102C.DAT
0 2 4 6 8 10
783.0
Pore Pressure(psi)
Depth
Sounding No.
Elevation
Ground Elevation
Friction Ratio(%)
CONE PENETRATION TEST RESULTS
Interpreted SoilBehavior Type Sleeve Friction
(psi)
Soil Class: Rock Class: Edit: Date: 4/9/12
Trunk Highway/Location
s03a
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
CPT-SEISMIC
(ft.)
No Station-Offset Information Available
Latitude (North)=44°46'21.32"
CPT Machine
Longitude (West)=93°18'18.42"
SHEET 1 of 1CPT Operator
Hole TypeDate Completed
205146 CPT Truck (H)
Hasselquist
Location
Index Sheet Code 3.0
UBC 1990 FR
Dakota Co. Coordinate: X=503000 Y=209614
8/24/11
UNIQUE NUMBER 75287
0
5
10
15
20
25
30
35
40
45
50
55
60
U.S. Customary Units
G:\GINT\PROJECTS-ACTIVE\1901-148.GPJ
783.0
778.0
773.0
768.0
763.0
758.0
753.0
748.0
743.0
738.0
733.0
728.0
723.0
Bottom of Hole 60.8Hole Terminated due to Refusal on suspected bedrock