Draft Boring Logs Repair Pavements.pdf
PDF 4 MB Posted
- Attached to
- Repair Pavements, Multi Federal contract opportunity
- Solicitation number
- FA481920R0029
About this file
This solicitation is for the repair of select road and parking lot pavements located on Tyndall Air Force Base. Work will primarily involve mill and overlay procedures, new permanent pavement marking, and a task requiring complete reconstruction. The project intent is to fully repair the specified pavements. The solicitation was issued by the Department of the Air Force Air Combat Command. Repairs will be conducted across various locations on the base as indicated on maps provided for thirteen separate tasks. Submissions were due within 30 days of issuance with award anticipated within 90 days thereafter. Pricing is to be provided on a firm fixed price basis.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Questions and Answers 2.pdf | ||
| Revised Task 12 Criteria Drawing.pdf | ||
| Questions and Answers.pdf | ||
| Solicitation - FA481920R0029.pdf | ||
| Attachment 9 Sample RFI.PDF | ||
| Attachment 2 Appendix A Drawings.pdf | ||
| Attachment 1 Statement of Work.pdf | ||
| Attachment 3 Appendix B Pricing Schedule.pdf | ||
| Attachment 10 General Financial Information.pdf | ||
| Attachment 4 AF 66.pdf | ||
| Attachment 7 AF 3064.pdf | ||
| Attachment 8 AF 3065.pdf | ||
| Attachment 5 Wage Determination.pdf | ||
| Attachment 11 Other Contract Requirements.pdf | ||
| Solicitation - FA481920R0029.pdf | ||
| Attachment 6 AF Form 3000.pdf |
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Text version
DR
AF
T
Criteria Drawing - Task 2
Florida Road - 3 Sample Locations 0 420 840210 ft
0 125 25062.5 m
1:9000
Core Sample Locations
*Location estimates are based on satellite imagery; contractor to verify actual conditions
Florida Road
Encampment Road
Bayou Road
Expeditionary Road
Cody Text Box
FL.A
Cody Text Box B
Cody Text Box C
T
SP-
SM
SM
SP-
SM
Asphalt - 8.0" Thick, 3 Layers
Gray Slightly Silty Fine SAND
Dark Brown Silty Fine SAND
Brown and Light Brown Slightly Silty Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING FL-A TAFB Pavement Survey - Task 2 Florida Road
Tyndall Air Force Base, FL
P20-0350
08/25/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 2 - Florida Road
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 2.9 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
IN
G
P
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
D T
9/
3/
T SP-
SM
SP
SP-
SM
Asphalt - 9.5" Thick, 3 Layers
Light Brown and Brown Slightly Silty Fine SAND
Gray and Brown Fine SAND
Brown and Gray Slightly Silty Fine
SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING FL-B TAFB Pavement Survey - Task 2 Florida Road
Tyndall Air Force Base, FL
P20-0350
08/25/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 2 - Florida Road
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 4.1 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T SP-
SM
SP-
SM
SP-
SC
Asphalt - 10.5" Thick, 3 Layers
Dark Brown Slightly Silty Fine SAND
Dark Gray Slightly Silty Fine SAND
Gray Slightly Clayey Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING FL-C TAFB Pavement Survey - Task 2 Florida Road
Tyndall Air Force Base, FL
P20-0350
08/25/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 2 - Florida Road
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 3.2 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
Criteria Drawing - Task 3
Marina Area - 5 Sample Locations 0 420 840210 ft
0 125 25062.5 m
1:4500
Core Sample Locations
*Location estimates are based on satellite imagery; contractor to verify actual conditions
Eagle Drive
Beacon Beach Road
Falcon Street
Voodoo Drive
Cody Line
Cody
No Access
T
SC
SP-
SM
SP
SP-
SM
SP
Asphalt - 5.5" Thick, 6 Layers
Orange and Light Brown Clayey Fine
SAND
Gay Slightly Silty Fine SAND
Light Gray and Light Tan Fine SAND
Light Brown Slightly Silty Fine SAND
Tan Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING MAR-A TAFB Pavement Survey - Task 3 Marina Area
Tyndall Air Force Base, FL
P20-0350
08/25/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 3 - Marina Area
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Not Encountered
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
SC
SP
SP
SP-
SC
SP
Asphalt - 5.5" Thick, 6 Layers
Orange and Light Brown Clayey Fine
SAND
Brown and Light Brown Fine SAND
Light Gray Fine SAND
Orange and Light Brown Slightly Clayey Fine SAND
Tan Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING MAR-B TAFB Pavement Survey - Task 3 Marina Area
Tyndall Air Force Base, FL
P20-0350
08/25/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 3 - Marina Area
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Not Encountered
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
SC
SP-
SM
SP
SP-
SM
SP
Asphalt - 5.0" Thick, 6 Layers
Light Brown and Light Orange Clayey Fine SAND
Gray Slightly Silty Fine SAND
Light Gray Fine SAND
Orange and Light Brown Slightly Silty Fine SAND
Tan Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING MAR-C TAFB Pavement Survey - Task 3 Marina Area
Tyndall Air Force Base, FL
P20-0350
08/25/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 3 - Marina Area
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Not Encountered
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
SP
SP
SP
Asphalt - 9.0" Thick, 5 Layers (Picture of Partial Core)
Light Gray Fine SAND
Orange and Light Brown Fine SAND
Tan Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING MAR-D TAFB Pavement Survey - Task 3 Marina Area
Tyndall Air Force Base, FL
P20-0350
08/25/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 3 - Marina Area
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Not Encountered
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
SC
SP
SP-
SM
SP
SP
Asphalt - 6.0" Thick, 3 Layers
Light Brown Slightly Clayey Fine
SAND
Light Tan Fine SAND
Orange and Light Brown Slightly Silty Fine SAND
Tan Fine SAND
Light Gray Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING MAR-E TAFB Pavement Survey - Task 3 Marina Area
Tyndall Air Force Base, FL
P20-0350
08/25/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 3 - Marina Area
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Not Encountered
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
Criteria Drawing - Task 4
Building 1230 Parking Area - 5 Sample Locations 0 420 840210 ft
0 125 25062.5 m
1:2250
Core Sample Locations
*Location estimates are based on satellite imagery; contractor to verify actual conditions
Beacon Beach Road Cleveland Road
Building
Cody Text Box 1230.A
Cody Text Box B
Cody Text Box C
Cody Text Box D
Cody Text Box E
Cody Text Box
LAY-OUT COMPLETE
Main Gate (South)
T SP
SM
Asphalt - 2.75" Thick, 1 Layer
Blended Limerock & Shell Base
Gray Fine SAND
Dark Brown Silty Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1230-A TAFB Pavement Survey - Task 4 Bldg 1230
Tyndall Air Force Base, FL
P20-0350
08/27/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 4 - Bldg 1230
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 2.0 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
SP
SM
SP-
SM
Asphalt - 2.0" Thick, 1 Layer
Limerock Base
Gray Fine SAND
Dark Brown Silty Fine SAND with Trace Organics
Dark Brown Slightly Silty Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1230-B TAFB Pavement Survey - Task 4 Bldg 1230
Tyndall Air Force Base, FL
P20-0350
08/27/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 4 - Bldg 1230
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 2.1 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T SM
SP-
SM
SP
Asphalt - 1.5" Thick, 1 Layer
Gray Shell Base
Dark Gray Silty Fine SAND
Brown Slightly Silty Fine SAND
Brown Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1230-C TAFB Pavement Survey - Task 4 Bldg 1230
Tyndall Air Force Base, FL
P20-0350
08/27/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 4 - Bldg 1230
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 1.6 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
SP-
SM
SP-
SM
Asphalt - 6.0" Thick, 2 Layers (Picture of Partial Core)
Brown Slightly Silty Fine SAND
Dark Brown and Dark Gray Slightly Silty Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1230-D TAFB Pavement Survey - Task 4 Bldg 1230
Tyndall Air Force Base, FL
P20-0350
08/27/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 4 - Bldg 1230
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 2.5 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
SP-
SM
SP
SP-
SM
SP
Asphalt - 1.75" Thick, 1 Layer
Gray Shell Base
Light Brown and Brown Slightly Silty Fine SAND
Gray Fine SAND
Dark Brown and Brown Slightly Silty Fine SAND
Gray and Light Brown Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1230-E TAFB Pavement Survey - Task 4 Bldg 1230
Tyndall Air Force Base, FL
P20-0350
08/27/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 4 - Bldg 1230
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 4.0 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
Criteria Drawing - Task 7
Building 1255 Road/Parking Area - 4 Sample Locations 0 420 840210 ft
0 125 25062.5 m
1:1500
Core Sample Locations
*Location estimates are based on satellite imagery; contractor to verify actual conditions
Building
Beacon Beach Road
Cody Text Box 1255.A
Cody Text Box B
Cody Text Box C
Cody Text Box D
Cody Text Box
LAY-OUT COMPLETE
Main Gate (South)
T
SP
SP
SP
Asphalt - 1.5" Thick, 1 Layer
Brown Shell Base
Light Gray and Tan Fine SAND
Light Orange Fine SAND
Tan and Light Brown Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1255-A TAFB Pavement Survey - Task 7 Bldg 1255
Tyndall Air Force Base, FL
P20-0350
08/28/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 7 - Bldg 1255
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 4.1 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
SP
SP
SP-
SC
SP
Asphalt - 1.25" Thick, 1 Layer
Brown Shell Base
Light Brown Fine SAND
Light Gray Fine SAND
Orange Slightly Clayey Fine SAND
Tan and Light Brown Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1255-B TAFB Pavement Survey - Task 7 Bldg 1255
Tyndall Air Force Base, FL
P20-0350
08/28/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 7 - Bldg 1255
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 4.2 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
SP
SP
SP-
SM
SP
Asphalt - 1.5" Thick, 1 Layer
Limerock Base
Dark Gray Fine SAND
Brown Shell Base
Light Gray Fine SAND
Brown and Orange Slightly Silty Fine
SAND
Tan and Light Brown Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1255-C TAFB Pavement Survey - Task 7 Bldg 1255
Tyndall Air Force Base, FL
P20-0350
08/28/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 7 - Bldg 1255
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 4.0 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
SP
SP-
SM
SP
Asphalt - 1.5" Thick, 1 Layer
Limerock Base
Light Tan Fine SAND
Brown and Dark Brown Slightly Silty Fine SAND
Light Orange Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1255-D TAFB Pavement Survey - Task 7 Bldg 1255
Tyndall Air Force Base, FL
P20-0350
08/28/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 7 - Bldg 1255
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 3.5 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
Criteria Drawing - Task 8
Building 1134 Parking Area - 3 Sample Locations 0 420 840210 ft
0 125 25062.5 m
1:1120
Core Sample Locations
*Location estimates are based on satellite imagery; contractor to verify actual conditions
Building
Building
Building
Mississippi Road
Cody Text Box
LAY-OUT COMPLETE
Main Gate (South)
Cody Text Box 1134.A
Cody Text Box B
Cody
T SP
SP
SP
Asphalt - 3.5" Thick, 2 Layers
Limerock Base
Light Brown and Tan Fine SAND
Brown Fine SAND
Light Gray and Tan Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1134-A TAFB Pavement Survey - Task 8 Bldg 1134
Tyndall Air Force Base, FL
P20-0350
08/27/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 8 - Bldg 1134
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 3.9 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
SP
SP
Asphalt - 3.5" Thick, 2 Layers
Limerock Base
Light Brown Fine SAND
Light Gray Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1134-B TAFB Pavement Survey - Task 8 Bldg 1134
Tyndall Air Force Base, FL
P20-0350
08/27/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 8 - Bldg 1134
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 3.0 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
SP-
SM
SP
Asphalt - 2.0" Thick, 1 Layer
Brown Sandy Gravel
Brown Slightly Silty Fine SAND
Light Gray Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1134-C TAFB Pavement Survey - Task 8 Bldg 1134
Tyndall Air Force Base, FL
P20-0350
08/27/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 8 - Bldg 1134
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 4.4 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
Criteria Drawing - Task 10
Building 6027 and 6035 Area - 2 Sample Locations 0 420 840210 ft
0 125 25062.5 m
1:1120
Core Sample Locations
*Location estimates are based on satellite imagery; contractor to verify actual conditions
Florida Road
Building
Building
Cody Text Box 6027.A
Cody
B
T
SP
SP-
SM
SP-
SM
SP
Asphalt - 1.75" Thick, 1 Layer
Brown Shell Base
Light Gray Fine SAND
Dark Brown Slightly Silty Fine SAND
Light Orange Slightly Silty Fine SAND
Light Brown Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 6027-A TAFB Pavement Survey - Task 10 Bldg 6027/6035
Tyndall Air Force Base, FL
P20-0350
08/26/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 10 - Bldg 6027 / 6035
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 3.2 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
0.
G P
J S
E S
P C
F L.
G
T
SC
SP
SP-
SM
SP
Asphalt - 1.5" Thick, 1 Layer
Blended Limerock & Shell Base
Orange and Light Brown Clayey Fine
SAND
Light Gray Fine SAND
Dark Brown Slightly Silty Fine SAND
Light Tan Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 6027-B TAFB Pavement Survey - Task 10 Bldg 6027/6035
Tyndall Air Force Base, FL
P20-0350
08/26/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 10 - Bldg 6027 / 6035
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 3.3 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
0.
G P
J S
E S
P C
F L.
G
T
Criteria Drawing - Task 11
Building 503 Parking Area - 2 Sample Locations 0 420 840210 ft
0 125 25062.5 m
1:1040
Core Sample Locations
*Location estimates are based on satellite imagery; contractor to verify actual conditions
Alabama Avenue
Florida Avenue
Building
Building
Cody Text Box 503.A
Cody
B
T SP
SP
Asphalt - 2.0" Thick, 1 Layer
Limerock Base
Dark Gray Fine SAND
Light Gray Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 503-A TAFB Pavement Survey - Task 11 Bldg 503
Tyndall Air Force Base, FL
P20-0350
08/26/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 11 - Bldg 503
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Not Encountered
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
1.
G P
J S
E S
P C
F L.
G
T SP-
SM
SP
SP-
SM
SM
Asphalt - 1.75" Thick, 1 Layer
Limerock Base
Dark Gray Slightly Silty Fine SAND
Brown Fine SAND
Dark Gray Slightly Silty Fine SAND
Dark Brown Silty Fine SAND with Peaty Sand Layers
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 503-B TAFB Pavement Survey - Task 11 Bldg 503
Tyndall Air Force Base, FL
P20-0350
08/26/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 11 - Bldg 503
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 4.1 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
1.
G P
J S
E S
P C
F L.
G
T
Criteria Drawing - Task 12
Silver Flag Area - 9 Sample Locations 0 420 840210 ft
0 125 25062.5 m
1:5200
Core Sample Locations
*Location estimates are based on satellite imagery; contractor to verify actual conditions
Farmdale One Road
Strange Point Loop
Strange Point Loop
Cody Text Box
SIL.A
Cody Text Box B
Cody Text Box C
Cody Text Box D
Cody Text Box E
Cody Text Box F
Cody Text Box G
Cody Text Box H
Cody
I
T SP
SP-
SC
Asphalt - 2.25" Thick, 1 Layer
Lean Concrete
Gravel - Large / Open Graded, Angular
Tan and Gray Fine SAND
Tan Slightly Clayey Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING SIL-A TAFB Pavement Survey - Task 12 Silver Flag
Tyndall Air Force Base, FL
P20-0350
08/26/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 12 - Silver Flag
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 1.8 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
2.
G P
J S
E S
P C
F L.
G
T
SP-
SM
SP
SP-
SM
SM
Asphalt - 1.75" Thick, 1 Layers
Lean Concrete
Dark Gray Slightly Silty Fine SAND
Gray Fine SAND
Dark Gray and Brown Slightly Silty Fine SAND
Brown Silty Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING SIL-B TAFB Pavement Survey - Task 12 Silver Flag
Tyndall Air Force Base, FL
P20-0350
08/26/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 12 - Silver Flag
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 3.0 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
2.
G P
J S
E S
P C
F L.
G
T
SP-
SM
SP-
SM
SP-
SM
SM
SP
SP-
SC
Asphalt - 1.5" Thick, 1 Layer
Lean Concrete
Dark Brown Slightly Silty Fine SAND
Dark Gray Slightly Silty Fine SAND
Gray Slightly Silty Fine SAND
Dark Brown Silty Fine SAND
Brown Fine SAND
Light Brown Slightly Clayey Fine
SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING SIL-C TAFB Pavement Survey - Task 12 Silver Flag
Tyndall Air Force Base, FL
P20-0350
08/26/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 12 - Silver Flag
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 4.0 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
2.
G P
J S
E S
P C
F L.
G
T
SP
SP
Asphalt - 1.5" Thick, 1 Layer
Lean Concrete
Light Brown and Tan Fine SAND
Tan Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING SIL-D TAFB Pavement Survey - Task 12 Silver Flag
Tyndall Air Force Base, FL
P20-0350
08/26/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 12 - Silver Flag
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 2.6 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
2.
G P
J S
E S
P C
F L.
G
T
SP
SP
SP
Asphalt - 1.5" Thick, 2 Layers
Brown Shell Base
Light Gray Fine SAND
Tan and Light Brown Fine SAND
Light Gray and Tan Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING SIL-E TAFB Pavement Survey - Task 12 Silver Flag
Tyndall Air Force Base, FL
P20-0350
08/26/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 12 - Silver Flag
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Not Encountered
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
2.
G P
J S
E S
P C
F L.
G
T
SP-
SM
SP
SP
Asphalt - 3.0" Thick, 1 Layer
Gravel - Large / Open Graded, Angular
Light Brown and Tan Slightly Silty Fine
SAND
Tan Fine SAND
Light Gray and Tan Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING SIL-F TAFB Pavement Survey - Task 12 Silver Flag
Tyndall Air Force Base, FL
P20-0350
08/26/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 12 - Silver Flag
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Not Encountered
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
2.
G P
J S
E S
P C
F L.
G
T
SP-
SM
SP
SP
Asphalt - 1.5" Thick, 1 Layer
Gravel - Large / Open Graded, Angular
Dark Brown and Tan Slightly Silty Fine
SAND
Tan Fine SAND
Brown and Tan Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING SIL-G TAFB Pavement Survey - Task 12 Silver Flag
Tyndall Air Force Base, FL
P20-0350
08/26/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 12 - Silver Flag
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 2.0 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
2.
G P
J S
E S
P C
F L.
G
T SP
SP
SP
SP
SP
Asphalt - 1.75" Thick, 1 Layer
Gravel - Large / Open Graded, Angular
Tan Fine SAND
Light Brown Fine SAND with Gravel
Light Gray Fine SAND
Light Brown Fine SAND
Tan Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING SIL-H TAFB Pavement Survey - Task 12 Silver Flag
Tyndall Air Force Base, FL
P20-0350
08/26/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 12 - Silver Flag
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 4.5 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
2.
G P
J S
E S
P C
F L.
G
T
GP
SP-
SM
SP
SP
SP
Asphalt - 2.0" Thick, 1 Layer
Gravel - Large / Open Graded, Angular
Dark Brown Slightly Silty Fine SAND
Tan and Dark Brown Fine SAND
Gray and Light Gray Fine SAND
Light Orange and Light Brown Fine
SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING SIL-I TAFB Pavement Survey - Task 12 Silver Flag
Tyndall Air Force Base, FL
P20-0350
08/26/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 12 - Silver Flag
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Not Encountered
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
2.
G P
J S
E S
P C
F L.
G
T
Criteria Drawing - Task 13
Camp Eagle Road - 3 Sample Locations 0 420 840210 ft
0 125 25062.5 m
1:20000
Core Sample Locations
*Location estimates are based on satellite imagery; contractor to verify actual conditions
US Hwy 98
Camp Eagle Road
Cody Text Box
EAGLE.A
Cody Text Box B
Cody
T
SP-
SM
SM
SP-
SC
Recycled Asphalt - Approximately 1/2" Cemented Shell Base Gray Shell Base
Dark Gray Slightly Silty Fine SAND
Dark Gray Silty Fine SAND
Gray Slightly Clayey Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING EAGLE-A TAFB Pavement Survey - Task 13 Camp Eagle
Tyndall Air Force Base, FL
P20-0350
08/27/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 13 - Camp Eagle
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 3.1 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
3.
G P
J S
E S
P C
F L.
G
T
SP-
SM
SP-
SC
Recycled Asphalt - Approximately 1/2" Cemented Shell Base Gray Shell Base
Dark Gray Slightly Silty Fine SAND
Dark Gray Slightly Clayey Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING EAGLE-B TAFB Pavement Survey - Task 13 Camp Eagle
Tyndall Air Force Base, FL
P20-0350
08/27/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 13 - Camp Eagle
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 2.0 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
3.
G P
J S
E S
P C
F L.
G
T
SP-
SM
SP-
SC
SP-
SM
Recycled Asphalt - Approximately 1/2" Cemented Shell Base Gray Shell Base
Dark Gray Slightly Silty Fine SAND
Dark Brown Slightly Clayey Fine
SAND
Brown Slightly Silty Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING EAGLE-C TAFB Pavement Survey - Task 13 Camp Eagle
Tyndall Air Force Base, FL
P20-0350
08/27/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
JS
LF
Unknown
Task 13 - Camp Eagle
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Measured at 2.2 Feet Below Existing Ground Surface
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
3.
G P
J S
E S
P C
F L.
G
T
Criteria Drawing - Task 6
1800 Area - 6 Sample Locations 0 420 840210 ft
0 125 25062.5 m
1:2250
Core Sample Locations
*Location estimates are based on satellite imagery; contractor to verify actual conditions
US Hwy 98
Ohio Avenue
Building
Building
Building
Cody Text Box 1800.A
Cody Text Box B
Cody Text Box C
Cody Text Box D
Cody Text Box E
Cody
F
T
SP-
SC
SP
SP
SP-
SM
SP
SM
SP
SP
Asphalt - 2.5" Thick, 2 Layers
Dark Gray Slightly Clayey Fine SAND with Shell (Shell Stabilized)
Gray Fine SAND
Gray Fine SAND
Dark Gray Slightly Silty Fine SAND
Light Gray Fine SAND
Dark Gray Silty Fine SAND
Brown Fine SAND
Tan and Brown Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1800-A TAFB Pavement Survey - Task 6 1800 Area
Tyndall Air Force Base, FL
P20-0350
08/27/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
DM
LF
Unknown
Task 6 - 1800 Area
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Not Encountered
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
SC
SC
SP
SP-
SM
SP
SP
SP
Asphalt - 4.0" Thick, 3 Layers
Brown Shell Base
Brown Clayey Fine SAND with Shell
Light Gray Fine SAND
Brown Slightly Silty Fine SAND with Trace Organics
Light Brown Fine SAND
Tan Fine SAND
Light Gray Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1800-B TAFB Pavement Survey - Task 6 1800 Area
Tyndall Air Force Base, FL
P20-0350
08/27/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
DM
LF
Unknown
Task 6 - 1800 Area
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Not Encountered
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T SP-
SM
SP-
SM
SP
SP-
SM
SP
SP
Asphalt - 5.5" Thick, 3 Layers
Brown Shell Base
Gray and Dark Gray Slightly Silty Fine
SAND
Dark Gray and Light Gray Slightly Silty Fine SAND
Light Gray and Gray Fine SAND
Dark Gray Slightly Silty Fine SAND
Brown Fine SAND
Tan Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1800-C TAFB Pavement Survey - Task 6 1800 Area
Tyndall Air Force Base, FL
P20-0350
08/27/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
DM
LF
Unknown
Task 6 - 1800 Area
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Not Encountered
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T SP-
SM
SP
SP
SM
SP
Asphalt - 3.75" Thick, 1 Layers
Brown Shell Base
Brown Slightly Silty Fine SAND
Gray Fine SAND
Light Gray and Brown Fine SAND
Dark Brown Silty Fine SAND
Light Gray and Brown Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1800-D TAFB Pavement Survey - Task 6 1800 Area
Tyndall Air Force Base, FL
P20-0350
08/27/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
DM
LF
Unknown
Task 6 - 1800 Area
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Not Encountered
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T
SC
SP
SP-
SM
SP
SP-
SM
SP
Asphalt - 5.0" Thick, 2 Layers
Orange and Brown Clayey Medium to Fine SAND
Gray and light Gray Fine SAND
Dark Gray Slightly Silty Fine SAND
Gray Fine SAND
Dark Brown Slightly Silty Fine SAND
Brown and Gray Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1800-E TAFB Pavement Survey - Task 6 1800 Area
Tyndall Air Force Base, FL
P20-0350
08/27/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
DM
LF
Unknown
Task 6 - 1800 Area
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Not Encountered
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
T SP-
SM
SP
SP
SP-
SM
SP-
SM
Asphalt - 2.5" Thick, 2 Layers
Brown Shell Base
Dark Gray and Gray Slightly Silty Fine
SAND
Gray Fine SAND
Light Gray Fine SAND
Dark Gray Slightly Silty Fine SAND
Dark Brown and Gray Slightly Silty Fine SAND
LL
N Value (blows/ft)
20 40 60 80
Page 1 of 1LOG OF BORING 1800-F TAFB Pavement Survey - Task 6 1800 Area
Tyndall Air Force Base, FL
P20-0350
08/27/20
SPT Shelby Tube
Notes:
PROJECT:
LOCATION:
PROJECT NO.:
DATE:
METHOD:
DRILLER:
ENGR / GEOL:
SURFACE ELEVATION:
Hand Auger
DM
LF
Unknown
Task 6 - 1800 Area
Water Level
N A
T U
R A
L M
O
IS
T U
R E
P A
S S
IN
G
S
IE
V
E
)Soil Symbols Sampler Symbols and Field Test Data
Water Observations: Groundwater Not Encountered
Elevation / Depth
PL PI
ATTERBERG
LIMITS (%)
LI
Q
U
ID
L
IM
IT
P
LA
S T
IC
L
IM
IT
P
LA
S T
IC
IT
Y
IN
D E
X
MATERIAL DESCRIPTION
LOCATION
USCS
N - SPT Data (Blows/Ft) P - Pocket Penetrometer (tsf)
Sample Key:
PL LLMC
20 40 60 80 Atterberg Limits Natural Moisture
Measured: Perched:Est. Seasonal High GWL:
LO
G
O F
B O
R
-0
T A
S K
.G
P J
S E
S P
C F
L.
G
| Task 1 Map |
| BORING LOGS - TASK 1 |
| Task 2 Map 1 |
| BORING LOGS - TASK 2 |
| Task 3 Map Marina |
| BORING LOGS - TASK 3 |
| Task 4 Map |
| BORING LOGS - TASK 4 |
| Task 5 Map Crooked Island |
| BORING LOGS - TASK 5 |
| Task 6 Map 1800 area |
| BORING LOGS - TASK 6 |
| Task 7 Map |
| BORING LOGS - TASK 7 |
| Task 8 Map |
| BORING LOGS - TASK 8 |
| Task 9 Map |
| BORING LOGS - TASK 9 |
| Task 10 Map 6027-6035 |
| BORING LOGS - TASK 10 |
| Task 11 Map |
| BORING LOGS - TASK 11 |
| Task 12 Map |
| BORING LOGS - TASK 12 |
| Task 13 Map Camp Eagle |
| BORING LOGS - TASK 13 |
File details come from the government source that posted it. Updated .