CONE PENETRATION TEST RESULTS UNIQUE · PDF fileNo Station-Offset Information Available...
10
Bottom of Hole 22.41 Hole Terminated due to Refusal on rocks or boulders End of Data C01PA Trunk Highway/Location (DTM) 13 Sleeve Friction (psi) Interpreted Soil Behavior Type State Project 19036 Bridge 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 10 0 5 10 15 20 CPT-STD/PWP-DISS No Station-Offset Information Available Longitude (West)=93°18'18.59" CPT Operator Hole Type Date Completed SHEET 1 of 1 Dakota 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
Transcript of CONE PENETRATION TEST RESULTS UNIQUE · PDF fileNo Station-Offset Information Available...
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
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
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
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
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
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
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
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
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)
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
