CONE PENETRATION TEST RESULTS UNIQUE … · 547.2 542.2 537.2 532.2 cone penetration test results...
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Bottom of Hole 76.58 End of Data State Project ROADWAY Bridge No. or Job Desc. Tip Resistance (psi) UBC 1990 FR Pore Pressure (psi) Sounding No. Elevation Ground Elevation Friction Ratio (%) Interpreted Soil Behavior Type Sleeve Friction (psi) 607.2 C107 Trunk Highway/Location (DTM) TH 35 6982-322 Depth Location CPT Machine 11/30/17 Buhl 205146 CPT Truck (H) CPT Operator Hole Type Date Completed Longitude (West)=92°07'09.96" SHEET 1 of 1 CPT-STD Latitude (North)=46°46'07.19" St. Louis/South Zone County Coordinate System X=582846 Y=143456 607.2 602.2 597.2 592.2 587.2 582.2 577.2 572.2 567.2 562.2 557.2 552.2 547.2 542.2 537.2 532.2 CONE PENETRATION TEST RESULTS MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ UNIQUE NUMBER 82797 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 0 2 4 6 8 10 800 1600 2400 3200 4000 0 30 60 90 120 50 40 30 20 10 0 0 2 4 6 8 10
Transcript of CONE PENETRATION TEST RESULTS UNIQUE … · 547.2 542.2 537.2 532.2 cone penetration test results...
Bottom of Hole 76.58
End of Data
State Project
ROADWAYBridge 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)
607.2C107Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/30/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'09.96"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'07.19"
St. Louis/South Zone County Coordinate System
X=582846 Y=143456
607.2
602.2
597.2
592.2
587.2
582.2
577.2
572.2
567.2
562.2
557.2
552.2
547.2
542.2
537.2
532.2
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82797
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 77.64
End of Data
State Project
ROADWAYBridge 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)
607.7C108Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/30/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'10.70"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'06.75"
St. Louis/South Zone County Coordinate System
X=582795 Y=143411
607.7
602.7
597.7
592.7
587.7
582.7
577.7
572.7
567.7
562.7
557.7
552.7
547.7
542.7
537.7
532.7
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82798
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 76.78
End of Data
State Project
ROADWAYBridge 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)
607.6C109ATrunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/29/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'11.72"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'05.90"
St. Louis/South Zone County Coordinate System
X=582724 Y=143325
607.6
602.6
597.6
592.6
587.6
582.6
577.6
572.6
567.6
562.6
557.6
552.6
547.6
542.6
537.6
532.6
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82799
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 84.86
End of Data
State Project
ROADWAYBridge 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)
609.0C111Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/16/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'13.56"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'04.32"
St. Louis/South Zone County Coordinate System
X=582596 Y=143164
609.0
604.0
599.0
594.0
589.0
584.0
579.0
574.0
569.0
564.0
559.0
554.0
549.0
544.0
539.0
534.0
529.0
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82771
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 60.77
End of Data
State Project
ROADWAYBridge 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)
609.1C112ATrunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/16/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'14.37"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'03.51"
St. Louis/South Zone County Coordinate System
X=582540 Y=143082
609.1
604.1
599.1
594.1
589.1
584.1
579.1
574.1
569.1
564.1
559.1
554.1
549.1
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82772
0
5
10
15
20
25
30
35
40
45
50
55
60
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 83.21
End of Data
State Project
ROADWAYBridge 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)
609.3C113Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/28/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'15.23"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'03.20"
St. Louis/South Zone County Coordinate System
X=582480 Y=143050
609.3
604.3
599.3
594.3
589.3
584.3
579.3
574.3
569.3
564.3
559.3
554.3
549.3
544.3
539.3
534.3
529.3
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82800
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 70.22
End of Data
State Project
ROADWAYBridge 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)
606.4C118Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/2/17
Buhl, Dylan
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'09.00"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'07.37"
St. Louis/South Zone County Coordinate System
X=582912 Y=143475
606.4
601.4
596.4
591.4
586.4
581.4
576.4
571.4
566.4
561.4
556.4
551.4
546.4
541.4
536.4
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82718
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 41.61
End of Data
State Project
ROADWAYBridge 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)
606.8C119Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/2/17
Buhl, Dylan
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'10.11"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'06.55"
St. Louis/South Zone County Coordinate System
X=582836 Y=143391
606.8
601.8
596.8
591.8
586.8
581.8
576.8
571.8
566.8
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82719
0
5
10
15
20
25
30
35
40
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 45.22
End of Data
State Project
ROADWAYBridge 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)
606.7C120Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/1/17
Buhl, Dylan
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'11.07"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'05.75"
St. Louis/South Zone County Coordinate System
X=582769 Y=143310
606.7
601.7
596.7
591.7
586.7
581.7
576.7
571.7
566.7
561.7
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82720
0
5
10
15
20
25
30
35
40
45
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 40.62
End of Data
State Project
ROADWAYBridge 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)
608.4C121Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/1/17
Buhl, Dylan
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'11.93"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'04.81"
St. Louis/South Zone County Coordinate System
X=582710 Y=143214
608.4
603.4
598.4
593.4
588.4
583.4
578.4
573.4
568.4
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82721
0
5
10
15
20
25
30
35
40
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 44.17
End of Data
State Project
ROADWAYBridge 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)
608.0C122Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/16/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'12.70"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'03.89"
St. Louis/South Zone County Coordinate System
X=582657 Y=143121
608.0
603.0
598.0
593.0
588.0
583.0
578.0
573.0
568.0
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82773
0
5
10
15
20
25
30
35
40
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 70.22
End of Data
State Project
ROADWAYBridge 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)
607.5C123Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/28/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'13.45"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'03.27"
St. Louis/South Zone County Coordinate System
X=582605 Y=143058
607.5
602.5
597.5
592.5
587.5
582.5
577.5
572.5
567.5
562.5
557.5
552.5
547.5
542.5
537.5
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82801
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 67.07
End of Data
State Project
ROADWAYBridge 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)
608.1C124Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/28/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'14.85"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'02.45"
St. Louis/South Zone County Coordinate System
X=582508 Y=142975
608.1
603.1
598.1
593.1
588.1
583.1
578.1
573.1
568.1
563.1
558.1
553.1
548.1
543.1
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82802
0
5
10
15
20
25
30
35
40
45
50
55
60
65
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 72.32
End of Data
State Project
ROADWAYBridge 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)
605.7C125Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/28/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'15.46"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'01.72"
St. Louis/South Zone County Coordinate System
X=582465 Y=142900
605.7
600.7
595.7
590.7
585.7
580.7
575.7
570.7
565.7
560.7
555.7
550.7
545.7
540.7
535.7
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82803
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 64.57
End of Data
State Project
ROADWAYBridge 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)
605.6C126Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/29/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'16.29"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'00.88"
St. Louis/South Zone County Coordinate System
X=582408 Y=142815
605.6
600.6
595.6
590.6
585.6
580.6
575.6
570.6
565.6
560.6
555.6
550.6
545.6
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82804
0
5
10
15
20
25
30
35
40
45
50
55
60
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 57.09
End of Data
State Project
ROADWAYBridge 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)
605.2C128Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/29/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'17.86"
SHEET 1 of 1
CPT-STDLatitude (North)=46°45'59.25"
St. Louis/South Zone County Coordinate System
X=582299 Y=142649
605.2
600.2
595.2
590.2
585.2
580.2
575.2
570.2
565.2
560.2
555.2
550.2
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82805
0
5
10
15
20
25
30
35
40
45
50
55
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 21.02
End of Data
State Project
ROADWAYBridge 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)
608.9C129ATrunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
10/24/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'02.36"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'12.00"
St. Louis/South Zone County Coordinate System
X=583373 Y=143946
608.9
603.9
598.9
593.9
588.9
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82706
0
5
10
15
20
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 21.33
End of Data
State Project
ROADWAYBridge 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)
608.4C130Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
10/25/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'03.23"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'11.30"
St. Louis/South Zone County Coordinate System
X=583312 Y=143875
608.4
603.4
598.4
593.4
588.4
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82707
0
5
10
15
20
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 30.45
End of Data
State Project
ROADWAYBridge 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)
608.5C131Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
10/25/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'04.12"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'10.57"
St. Louis/South Zone County Coordinate System
X=583251 Y=143800
608.5
603.5
598.5
593.5
588.5
583.5
578.5
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82708
0
5
10
15
20
25
30
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 30.13
End of Data
State Project
ROADWAYBridge 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)
608.3C132Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
10/26/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'05.02"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'09.83"
St. Louis/South Zone County Coordinate System
X=583189 Y=143725
608.3
603.3
598.3
593.3
588.3
583.3
578.3
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82709
0
5
10
15
20
25
30
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 32.1
End of Data
State Project
ROADWAYBridge 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)
607.9C133Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
10/26/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'05.94"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'09.11"
St. Louis/South Zone County Coordinate System
X=583125 Y=143652
607.9
602.9
597.9
592.9
587.9
582.9
577.9
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82710
0
5
10
15
20
25
30
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 30.85
End of Data
State Project
ROADWAYBridge 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)
607.6C134Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
10/26/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'06.86"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'08.32"
St. Louis/South Zone County Coordinate System
X=583061 Y=143571
607.6
602.6
597.6
592.6
587.6
582.6
577.6
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82711
0
5
10
15
20
25
30
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 49.76
End of Data
State Project
ROADWAYBridge 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)
607.5C135Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
10/26/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'07.69"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'07.52"
St. Louis/South Zone County Coordinate System
X=583004 Y=143490
607.5
602.5
597.5
592.5
587.5
582.5
577.5
572.5
567.5
562.5
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82712
0
5
10
15
20
25
30
35
40
45
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 35.11
End of Data
State Project
ROADWAYBridge 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)
607.4C136Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
10/31/17
Buhl, Dylan
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'08.42"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'06.68"
St. Louis/South Zone County Coordinate System
X=582953 Y=143405
607.4
602.4
597.4
592.4
587.4
582.4
577.4
572.4
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82722
0
5
10
15
20
25
30
35
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 48.57
End of Data
State Project Bridge 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)
628.7c136 (71025)Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
3/26/08
lueck
203094 CPT Truck
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'37.72"
SHEET 1 of 1
CPT-STDLatitude (North)=46°45'36.83"
St. Louis/South Zone County Coordinate System
X=580926 Y=140372
628.7
623.7
618.7
613.7
608.7
603.7
598.7
593.7
588.7
583.7
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 71025
0
5
10
15
20
25
30
35
40
45
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 49.88
End of Data
State Project
ROADWAYBridge 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)
607.2C137Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
10/31/17
Buhl, Dylan
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'09.26"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'05.85"
St. Louis/South Zone County Coordinate System
X=582895 Y=143320
607.2
602.2
597.2
592.2
587.2
582.2
577.2
572.2
567.2
562.2
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82723
0
5
10
15
20
25
30
35
40
45
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 48.51
End of Data
State Project Bridge 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)
642.6c137 (71026)Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
3/26/08
lueck
203094 CPT Truck
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'34.62"
SHEET 1 of 1
CPT-STDLatitude (North)=46°45'40.35"
St. Louis/South Zone County Coordinate System
X=581140 Y=140730
642.6
637.6
632.6
627.6
622.6
617.6
612.6
607.6
602.6
597.6
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 71026
0
5
10
15
20
25
30
35
40
45
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 46.6
End of Data
State Project
ROADWAYBridge 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)
607.7C138Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/1/17
Buhl, Dylan
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'10.05"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'05.02"
St. Louis/South Zone County Coordinate System
X=582841 Y=143236
607.7
602.7
597.7
592.7
587.7
582.7
577.7
572.7
567.7
562.7
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82724
0
5
10
15
20
25
30
35
40
45
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 65.7
End of Data
State Project
ROADWAYBridge 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)
608.2C139Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/1/17
Buhl, Dylan
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'10.91"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'04.31"
St. Louis/South Zone County Coordinate System
X=582781 Y=143164
608.2
603.2
598.2
593.2
588.2
583.2
578.2
573.2
568.2
563.2
558.2
553.2
548.2
543.2
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82725
0
5
10
15
20
25
30
35
40
45
50
55
60
65
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 50.46
End of Data
State Project
ROADWAYBridge 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)
607.1C140Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/14/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'12.24"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'03.44"
St. Louis/South Zone County Coordinate System
X=582689 Y=143075
607.1
602.1
597.1
592.1
587.1
582.1
577.1
572.1
567.1
562.1
557.1
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82774
0
5
10
15
20
25
30
35
40
45
50
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 48.83
End of Data
State Project
ROADWAYBridge 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)
607.4C141Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/14/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'13.06"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'02.91"
St. Louis/South Zone County Coordinate System
X=582632 Y=143022
607.4
602.4
597.4
592.4
587.4
582.4
577.4
572.4
567.4
562.4
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82775
0
5
10
15
20
25
30
35
40
45
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 48.83
End of Data
State Project Bridge 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)
608.0c141 (71031)Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
3/26/08
lueck
203094 CPT Truck
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°06'54.95"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'18.00"
St. Louis/North Shore Zone County Coordinate System
X=446650 Y=379046
608.0
603.0
598.0
593.0
588.0
583.0
578.0
573.0
568.0
563.0
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 71031
0
5
10
15
20
25
30
35
40
45
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 88.66
End of Data
State Project
ROADWAYBridge 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)
608.3C142Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/14/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'13.72"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'02.00"
St. Louis/South Zone County Coordinate System
X=582586 Y=142929
608.3
603.3
598.3
593.3
588.3
583.3
578.3
573.3
568.3
563.3
558.3
553.3
548.3
543.3
538.3
533.3
528.3
523.3
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82776
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 24.27
End of Data
State Project Bridge 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)
607.8c142 (71032)Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
3/26/08
lueck
203094 CPT Truck
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°06'44.30"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'26.45"
St. Louis/South Zone County Coordinate System
X=584624 Y=145415
607.8
602.8
597.8
592.8
587.8
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 71032
0
5
10
15
20
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 24.19
End of Data
State Project Bridge 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)
610.0c142a (71033)Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
3/26/08
lueck
203094 CPT Truck
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°06'44.41"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'26.39"
St. Louis/South Zone County Coordinate System
X=584616 Y=145409
610.0
605.0
600.0
595.0
590.0
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 71033
0
5
10
15
20
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 41.02
End of Data
State Project
ROADWAYBridge 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)
607.6C143Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/15/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'14.48"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'01.26"
St. Louis/South Zone County Coordinate System
X=582534 Y=142854
607.6
602.6
597.6
592.6
587.6
582.6
577.6
572.6
567.6
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82777
0
5
10
15
20
25
30
35
40
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 46.72
End of Data
State Project
ROADWAYBridge 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)
606.6C144Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/15/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'15.23"
SHEET 1 of 1
CPT-STDLatitude (North)=46°46'00.57"
St. Louis/South Zone County Coordinate System
X=582482 Y=142784
606.6
601.6
596.6
591.6
586.6
581.6
576.6
571.6
566.6
561.6
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82778
0
5
10
15
20
25
30
35
40
45
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 89.91
End of Data
State Project
ROADWAYBridge 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)
605.6C145Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/15/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'15.98"
SHEET 1 of 1
CPT-STDLatitude (North)=46°45'59.48"
St. Louis/South Zone County Coordinate System
X=582430 Y=142673
605.6
600.6
595.6
590.6
585.6
580.6
575.6
570.6
565.6
560.6
555.6
550.6
545.6
540.6
535.6
530.6
525.6
520.6
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82779
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 73.89
End of Data
State Project
ROADWAYBridge 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)
605.5C146Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
11/15/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'16.76"
SHEET 1 of 1
CPT-STDLatitude (North)=46°45'58.95"
St. Louis/South Zone County Coordinate System
X=582376 Y=142619
605.5
600.5
595.5
590.5
585.5
580.5
575.5
570.5
565.5
560.5
555.5
550.5
545.5
540.5
535.5
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82780
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 59.92
End of Data
State Project
ROADWAYBridge 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)
606.9C147ATrunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
12/5/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'17.53"
SHEET 1 of 1
CPT-STDLatitude (North)=46°45'57.89"
St. Louis/South Zone County Coordinate System
X=582323 Y=142512
606.9
601.9
596.9
591.9
586.9
581.9
576.9
571.9
566.9
561.9
556.9
551.9
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82821
0
5
10
15
20
25
30
35
40
45
50
55
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 112.27
End of Data
State Project
ROADWAYBridge 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)
606.6C148Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
12/7/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'18.29"
SHEET 1 of 1
CPT-STDLatitude (North)=46°45'57.27"
St. Louis/South Zone County Coordinate System
X=582270 Y=142449
606.6
601.6
596.6
591.6
586.6
581.6
576.6
571.6
566.6
561.6
556.6
551.6
546.6
541.6
536.6
531.6
526.6
521.6
516.6
511.6
506.6
501.6
496.6
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82822
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
105
110
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 92.33
End of Data
State Project
ROADWAYBridge 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)
606.6C149Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
12/12/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'18.78"
SHEET 1 of 1
CPT-STDLatitude (North)=46°45'56.39"
St. Louis/South Zone County Coordinate System
X=582236 Y=142359
606.6
601.6
596.6
591.6
586.6
581.6
576.6
571.6
566.6
561.6
556.6
551.6
546.6
541.6
536.6
531.6
526.6
521.6
516.6
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82826
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 56.76
End of Data
State Project
ROADWAYBridge 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)
606.4C150Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
12/12/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'19.67"
SHEET 1 of 1
CPT-STDLatitude (North)=46°45'55.61"
St. Louis/South Zone County Coordinate System
X=582175 Y=142280
606.4
601.4
596.4
591.4
586.4
581.4
576.4
571.4
566.4
561.4
556.4
551.4
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82827
0
5
10
15
20
25
30
35
40
45
50
55
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 37.48
End of Data
State Project
ROADWAYBridge 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)
605.8C151Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
12/12/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'20.49"
SHEET 1 of 1
CPT-STDLatitude (North)=46°45'54.94"
St. Louis/South Zone County Coordinate System
X=582118 Y=142212
605.8
600.8
595.8
590.8
585.8
580.8
575.8
570.8
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82828
0
5
10
15
20
25
30
35
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 105.46
End of Data
State Project
ROADWAYBridge 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)
606.2C152Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
12/7/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'21.59"
SHEET 1 of 1
CPT-STDLatitude (North)=46°45'54.18"
St. Louis/South Zone County Coordinate System
X=582042 Y=142135
606.2
601.2
596.2
591.2
586.2
581.2
576.2
571.2
566.2
561.2
556.2
551.2
546.2
541.2
536.2
531.2
526.2
521.2
516.2
511.2
506.2
501.2
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82823
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
105
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 56.52
End of Data
State Project
ROADWAYBridge 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)
606.5C153Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
12/13/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'22.46"
SHEET 1 of 1
CPT-STDLatitude (North)=46°45'53.39"
St. Louis/South Zone County Coordinate System
X=581982 Y=142054
606.5
601.5
596.5
591.5
586.5
581.5
576.5
571.5
566.5
561.5
556.5
551.5
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82829
0
5
10
15
20
25
30
35
40
45
50
55
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 45.88
End of Data
State Project
ROADWAYBridge 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)
606.8C154Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
12/13/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'23.20"
SHEET 1 of 1
CPT-STDLatitude (North)=46°45'52.54"
St. Louis/South Zone County Coordinate System
X=581930 Y=141968
606.8
601.8
596.8
591.8
586.8
581.8
576.8
571.8
566.8
561.8
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82830
0
5
10
15
20
25
30
35
40
45
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 47.59
End of Data
State Project
ROADWAYBridge 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)
606.8C155ATrunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
12/13/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'24.23"
SHEET 1 of 1
CPT-STDLatitude (North)=46°45'51.76"
St. Louis/South Zone County Coordinate System
X=581859 Y=141889
606.8
601.8
596.8
591.8
586.8
581.8
576.8
571.8
566.8
561.8
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82831
0
5
10
15
20
25
30
35
40
45
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 26.78
End of Data
State Project
ROADWAYBridge 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)
607.9C156Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
12/13/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'25.00"
SHEET 1 of 1
CPT-STDLatitude (North)=46°45'51.15"
St. Louis/South Zone County Coordinate System
X=581806 Y=141827
607.9
602.9
597.9
592.9
587.9
582.9
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82832
0
5
10
15
20
25
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
Bottom of Hole 45.29
End of Data
State Project
ROADWAYBridge 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)
608.0C157Trunk Highway/Location
(DTM)TH 356982-322
Depth
Location CPT Machine
12/13/17
Buhl
205146 CPT Truck (H)
CPT Operator
Hole Type
Date Completed
Longitude (West)=92°07'24.84"
SHEET 1 of 1
CPT-STDLatitude (North)=46°45'52.16"
St. Louis/South Zone County Coordinate System
X=581816 Y=141929
608.0
603.0
598.0
593.0
588.0
583.0
578.0
573.0
568.0
563.0
CONE PENETRATION TEST RESULTS
MINNESOTA DEPARTMENT OF TRANSPORTATION - GEOTECHNICAL SECTION
G:\GINT\PROJECTS-ACTIVE\6982-322 TWIN PORTS INTERCHANGE.GPJ
UNIQUE NUMBER 82833
0
5
10
15
20
25
30
35
40
45
0 2 4 6 8 10800 1600 2400 3200 4000 0 30 60 90 12050 40 30 20 10 00 2 4 6 8 10
