CPT Logs.pdf
PDF 9 MB Posted
- Attached to
- Fargo Moorhead Metropolitan Area Flood Risk Management Project, Southern Embankment Reach SE-1
- Solicitation number
- W912ES21B0005
About this file
This is an invitation for bid for construction services. The U.S. Army Corps of Engineers is seeking a contractor to construct the Fargo Moorhead Metropolitan Area Flood Risk Management Project, Southern Embankment Reach SE-1 located in Cass County, North Dakota. Work includes building an earth dam embankment with gravel road and ditches on both sides, along with turf reinforcement mat and construction of farm entrances, culverts, head walls, and gates. The project is valued between $1-5 million and has a NAICS code of 237990 for other heavy and civil engineering construction. The solicitation is a total small business set-aside and will result in a firm fixed-price contract. Offerors must register in the System for Award Management to conduct business with the Department of Defense and have representations and certifications completed prior to award.
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Text version
CPT LOGS
sensitive fine grained organic material clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
929.0
55.8 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396062.8632 2859602.624
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 15, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
D T
2/
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-336C
Not Determined clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
929.0
55.8 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396062.8632 2859602.624
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 15, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-336C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
924.2 8.8
53.5 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
400499.3598 2864756.982
DDG1426 / 0.8
Elevation:
Approximate Water Depth:
Total Depth:
Nov. 16, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-338C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
924.2 8.8
53.5 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
400499.3598 2864756.982
DDG1426 / 0.8
Elevation:
Approximate Water Depth:
Total Depth:
Nov. 16, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-338C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
921.3
70.2 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
398327.0631 2864887.695
DDG1425 / 0.8
Elevation:
Approximate Water Depth:
Total Depth:
Nov. 21, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-344C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
921.3
70.2 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
398327.0631 2864887.695
DDG1425 / 0.8
Elevation:
Approximate Water Depth:
Total Depth:
Nov. 21, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020 clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
921.3
70.2 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
398327.0631 2864887.695
DDG1425 / 0.8
Elevation:
Approximate Water Depth:
Total Depth:
Nov. 21, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020 clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
924.0
46.8 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
400890.8281 2864748.786
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 18, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-345C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
924.0
46.8 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
400890.8281 2864748.786
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 18, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-345C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
922.6
75.3 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
402330.4649 2866165.154
DDG1426 / 0.8
Elevation:
Approximate Water Depth:
Total Depth:
Nov. 19, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-347C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
922.6
75.3 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
402330.4649 2866165.154
DDG1426 / 0.8
Elevation:
Approximate Water Depth:
Total Depth:
Nov. 19, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020 clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
922.6
75.3 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
402330.4649 2866165.154
DDG1426 / 0.8
Elevation:
Approximate Water Depth:
Total Depth:
Nov. 19, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020 clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
925.0 7.5
30.8 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
395168.8776 2859652.292
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 15, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-354C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
927.0
40.4 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
395322.404 2859643.251
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 15, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-355C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
927.0
40.4 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
395322.404 2859643.251
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 15, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
Cone Penetration Test 19-355C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
927.0
53.2 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396025.7535 2858943.717
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 15, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-356C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
927.0
53.2 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396025.7535 2858943.717
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 15, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-356C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
927.0
46.5 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396017.2257 2858795.492
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 16, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-357C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
927.0
46.5 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396017.2257 2858795.492
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 16, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-357C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
927.0
56.2 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396034.7171 2859101.551
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 15, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-358C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
927.0
56.2 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396034.7171 2859101.551
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 15, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-358C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
927.0
40.0 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396017.4481 2858638.917
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 16, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-359C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
927.0
40.0 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396017.4481 2858638.917
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 16, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-359C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
926.0 9.5
50.4 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396082.555 2860088.35301
DDG1425 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 22, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-360C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
926.0 9.5
50.4 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396082.555 2860088.35301
DDG1425 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 22, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
Cone Penetration Test 19-360C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
926.0
60.0 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396106.44137 2860387.42396
DDG1425 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 22, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-361C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
926.0
60.0 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396106.44137 2860387.42396
DDG1425 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 22, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-361C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
926.0
69.3 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396129.554726 2860696.15714
DDG1425 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 22, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-362C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
926.0
69.3 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396129.554726 2860696.15714
DDG1425 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 22, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-362C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
926.0
53.4 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396141.821685 2860993.66188
DDG1425 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 22, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-363C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
926.0
53.4 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396141.821685 2860993.66188
DDG1425 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 22, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-363C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
925.0
46.7 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396642.2618 2859579.333
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 15, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-364C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
925.0
46.7 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396642.2618 2859579.333
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 15, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-364C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
924.0
30.8 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
396807.9867 2859584.391
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 15, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
Cone Penetration Test 19-365C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
925.0 4.8
53.8 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
398114.1435 2861205.88
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 16, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-366C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
925.0 4.8
53.8 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
398114.1435 2861205.88
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 16, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-366C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
924.0 5.5
50.5 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
398124.4418 2861043.841
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 16, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-367C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
924.0 5.5
50.5 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
398124.4418 2861043.841
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 16, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-367C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
926.0 4.3
74.0 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
398148.0684 2861484.373
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 16, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-368C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
926.0 4.3
74.0 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
398148.0684 2861484.373
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 16, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020 clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
926.0 4.3
74.0 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
398148.0684 2861484.373
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 16, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020 clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
924.0 Not Determined
37.2 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
398119.3898 2860892.125
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 16, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
Cone Penetration Test 19-369C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
924.0 Not Determined
37.2 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
398119.3898 2860892.125
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 16, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
Cone Penetration Test 19-369C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
924.0
33.8 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
397630.8917 2862275.532
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 17, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
Cone Penetration Test 19-370C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
922.0
40.6 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
397463.3627 2862297.788
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 17, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-371C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
922.0
40.6 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
397463.3627 2862297.788
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 17, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
Cone Penetration Test 19-371C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
923.0 6.5
33.8 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
399093.7358 2862211.637
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 17, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-372C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
922.0
24.5 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
399262.0427 2862193.114
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 17, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
Cone Penetration Test 19-373C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
924.0
40.2 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
398950.7797 2862212.266
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 17, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-374C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
924.0
40.2 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
398950.7797 2862212.266
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 17, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
Cone Penetration Test 19-374C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
923.0 9.5
21.0 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
398216.3147 2863081.518
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 17, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-375C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
923.0
27.3 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
398207.0157 2862930.413
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 17, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
Cone Penetration Test 19-376C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
921.0
24.0 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
399627.036 2864801.301
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 18, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
Cone Penetration Test 19-377C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
921.0
30.9 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
400713.7574 2865122.646
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 18, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-378C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
922.0 7.5
37.3 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
400798.1183 2864944.276
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 18, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
Cone Penetration Test 19-379C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
922.0 7.5
37.3 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
400798.1183 2864944.276
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 18, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
Cone Penetration Test 19-379C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
924.0
72.7 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
400877.2987 2864745.635
DDG1425 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 21, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-380C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
924.0
72.7 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
400877.2987 2864745.635
DDG1425 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 21, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020 clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
924.0
72.7 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
400877.2987 2864745.635
DDG1425 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 21, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020 clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
922.0
56.8 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
402804.5051 2866006.27
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 20, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-381C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
922.0
56.8 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
402804.5051 2866006.27
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 20, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-381C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
921.0
50.0 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
402908.5862 2865913.642
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 20, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-382C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
921.0
50.0 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
402908.5862 2865913.642
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 20, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-382C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand to sand very stiff fine grained (*) sand to clayey sand (*)
Depth (ft)
Sleeve Friction fs
(tsf)
0.6 1.2 1.8 2.4
Friction Ratio Rf
3 6 9 12
Tip Resistance qt
(tsf) 60 120 180 240
SBTFR
MAI = 1
1 2 3 4 5 6 7 8 9 101130 60 90 120 u0
Pore Pressure u2
(psi) 30 60 90 1200
Fargo Diversion Fargo, ND
Date:
Operator:
Drilling Agency:
922.0 5.5
63.3 ft
Northing:
Easting:
Probe ID/Net Area Ratio:
402645.2757 2866050.358
DDG1426 / 0.8
Approximate Elevation:
Approximate Water Depth:
Total Depth:
Nov. 19, 2019 Sherwood New Orleans District
C P
T R
E P
O R
T
S T
A N
D A
R D
F A
R G
O .G
P J
A C
E M
V D
W
IT
H R
A P
ID
C
P T
6-
-0
.G
/2
Elev (ft)
101 100
Equivalent N60 qt
(tsf)
80604020
Cone Penetration Test 19-383C clay silty clay to clay clayey silt to silty clay sandy silt to clayey silt silty sand to sandy silt sand to silty sand sand gravelly sand…
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