Report_5_Geotech.pdf

GEOTECHNICAL DATA SUMMARY REPORT

PROJECT PRA-FOPU 10(3)

FORT PULASKI NATIONAL MONUMENT

CHATHAM COUNTY, GEORGIA

S&ME PROJECT NO. 1413-14-061

Prepared For:

3733 National Drive, Suite 207 Raleigh, NC, 27612-4845

Prepared By:

620 Wando Park Boulevard Mt. Pleasant, South Carolina 29464

June 27, 2014

June 27, 2014

HDR Engineering, Inc. of the Carolinas 3733 National Drive, Suite 207 Raleigh, North Carolina 27612-4845

Attention: Ms. Beth Howey, P.E., L.G.

Reference: GEOTECHNICAL DATA SUMMARY REPORT Project PRA-FOPU 10(3) Replace Bridge to Fort Pulaski Chatham County, Georgia S&ME Project No. 1413-14-061

Dear Ms. Howey:

We have completed our Geotechnical Exploration for the replacement bridge to the Fort Pulaski National Monument in Chatham County, Georgia. Our exploration was performed in general accordance with our subcontract agreement dated May 18, 2014.

Representatives of S&ME, Inc. were present at the above referenced site from May 13 to 19, 2014, to conduct soil test borings. Borings were generally conducted at the proposed locations selected by Eastern Federal Lands Highway Division (EFLHD) prior to the field exploration. Four borings (B-01, B-02, B-15 and B-16) were performed on land, and the remaining borings were performed over water from a barge platform.

The land-based borings were drilled with a truck-mounted CME 45-B drill rig, and the barge-based borings were drilled with an ATV-mounted CME 550X rig. The N-values indicated on the logs are field values that have not been corrected for hammer efficiency. The laboratory testing was assigned by the EFLHD during the drilling operations.

A Test Location Plan, a Subsurface Fence Diagram, the Boring Logs, and the laboratory test results are attached. Soils were classified in general accordance with ASTM D 2488. The soil samples will be shipped to the EFLHD office in Sevierville, Tennessee. Borings on land were backfilled by S&ME, Inc. with sand and cuttings.

Environmental assessment of soils, water, wetlands, and endangered species was not included in our scope of services for this project. The Boring Log information is intended for EFLHD’s engineering interpretation of the data collected.

S&ME, Inc. / 620 Wando Park Boulevard / Mt. Pleasant, SC / 29464 / p 843.884.0005 / f 843.881.6149 / www.smeinc.com

Geotechnical Data Summary Report S&ME Project No. 1413-14-061 Replace Bridge to Ft. Pulaski- Chatham County, Georgia June 27, 2014

This data report has been prepared in accordance with generally applicable standards of our practice in this geographic area at the time this report was prepared. No other warranty, express or implied, is made. The Geotechnical Engineer of Record for the project must review the data submitted in this report and develop their own interpretation of the testing results as they apply to design.

S&ME, Inc. appreciates this opportunity to work with HDR as your local geotechnical consultant on this project. If you have any questions or need any further information in regard to this letter, please contact us at 843-884-0005.

Sincerely, S&ME, Inc.

Daniel W. Holley, P.E . Michael S. Ulmer, PE Senior Engineer / Project Manager Senior Engineer

GA PE 029818

DWH/MSU/sln

APPENDIX

Test Location Plan (Figure 1) Generalized Subsurface Fence Diagram (Figure 2)

Soil Test Boring Logs Lab Data Summary Sheets Individual Lab Data Sheets

Lab Testing Procedures Photographs

Figure:

NOTE: Boring locations are shown in general arrangement only. Do not use for determination of distances or quantities.

Project No.: 1413-14-061

Date / Drawn By: June 2014 / DLS

Not to Scale

Test Location Plan Fort Pulaski National Monument Replace Bridge to Fort Pulaski

Chatham County, Georgia

B-03 B-04 B-05 B-06 B-07 B-08 B-09 B-10 B-11 B-12 B-13 B-14

B-15 B-16B-02B-01

GENERALIZED FENCE DIAGRAM

REPLACEMENT BRIDGE

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

9A

9B

TOPSOIL = 6 in

SLIGHTLY SILTY SAND (SP-SM)

very dense, dry, light gray, fine, little fine to coarse gravel

SILTY SAND (SM)

medium dense, moist, greenish gray to reddish brown, fine to coarse, little fine to coarse gravel

SANDY CLAY (CH)

very soft, dark greenish gray, few small to medium shells, PP = 0.09 tsf

- - - No recovery

- - - Very dark greenish gray, trace organics, PP = 0.09 tsf, wc = 89.9, fc = 76.0, LL = 86, PI = 56, A-7-5

SLIGHTLY SILTY SAND (SP-SM)

very loose, dark greenish gray, fine, mostly small to medium shells

SAND (SP)

very loose, light gray, fine, mostly small shells

SLIGHTLY SILTY SAND (SP-SM)

very loose, dark gray, fine to coarse, little medium shells

- - - wc = 33.6, fc = 9.5, non-plastic, A-1-a

- - - Mostly medium to large shells

- - - Dark greenish gray, wc = 35.4, fc = 7.5, non-plastic, A-1-a

- - - Some small shells

BORING DEPTH: 100.0 ft

LOGGED BY: S. Jones

3r d

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IC

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(f ee t)

NOTES:

2n d

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EC

DATE DRILLED: 5/13/14

DRILL RIG: CME 45-B

DRILLER: Miller / Biddix

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in NGVD 29 PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737253.92

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-01

EASTING: 1049081.66

REMARKS

2.6

-2.4

-7.4

-12.4

-17.4

-22.4

-27.4

-32.4

-37.4

-42.4

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 7.6 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

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1_

_0

.G D

T

/2 3/

8060302010

STANDARD PENETRATION TEST DATA

(blows/ft)

WOH

SANDY CLAY (CL)

very soft, dark greenish gray, little small to medium shells, trace organics, PP = 0.1 tsf

CLAY (CH)

soft, greenish gray, PP = 1.0 tsf, wc = 34.9, fc =

94.0, LL = 53, PI = 30, A-7-6

SILTY SAND (SM)

greenish gray, fine, no blow count because rods were dropped down hole

SLIGHTLY SILTY SAND (SP-SM)

medium dense, light greenish gray, fine to medium, wc = 16.4, fc = 5.0, A-1-b

- - - Light brownish gray

SANDY CLAY (CH)

very stiff, olive gray, not reactive to HCl, PP =

2.25 tsf, wc = 61.3, fc = 52.3, LL = 76, PI = 46, A-7-5

CLAYEY SAND (SC)

medium dense, dark olive gray, fine, not reactive to HCl, PP = 3.25 tsf

- - - PP = 2.75 tsf

- - - Dense, olive gray, PP = 2.0 tsf, wc = 30.8, fc = 45.3, LL = 44, PI = 23, A-7-6

- - - PP = 3.75 tsf

Boring terminated at 100 ft

BORING DEPTH: 100.0 ft

LOGGED BY: S. Jones

3r d

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G R

A P

H

IC

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D E

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(f ee t)

NOTES:

2n d

6i n

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EC

DATE DRILLED: 5/13/14

DRILL RIG: CME 45-B

DRILLER: Miller / Biddix

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in NGVD 29 PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737253.92

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-01

EASTING: 1049081.66

REMARKS

-52.4

-57.4

-62.4

-67.4

-72.4

-77.4

-82.4

-87.4

-92.4

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 7.6 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

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P J

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1_

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/2 3/

8060302010

3A

WASH ROTARY TO 5.5 FEET

Shelby Tube from 5.5 to 7.5 ft (24" recovery)

Boring terminated at 7.5 ft

BORING DEPTH: 7.5 ft

LOGGED BY: J. Grupp

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(f ee t)

NOTES:

2n d

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DATE DRILLED: 5/19/14

DRILL RIG: CME 45-B

DRILLER: Miller / White

HAMMER TYPE: Auto

SAMPLING METHOD: Piston Sample

DRILLING METHOD: Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in NGVD 29 Boring location is in between B-01 and B-02, offset 3 ft from B-01

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING:

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-01A

EASTING:

REMARKS

2.6

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 7.6 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 6/

8060302010

WOH

WOH

WOH

WOH

WOH

50/2"

WOH

WOH

WOH

50/2"

WOH

WOH

WOH

9A

9B

TOPSOIL = 1 in

SLIGHTLY SILTY SAND (SP-SM)

very dense, dry, light grey, fine, little fine to coarse gravel

- - - Brown, few gravel

SANDY CLAY (CH)

very soft, dark greenish gray, PP = 0.1 tsf, wc = 60.7, fc = 63.7, LL = 89, PI = 52, A-7-5

- - - PP = 0.14 tsf

- - - Interbedded with medium and large shells, PP = 0 tsf

- - - PP = 0 tsf

SLIGHTLY SILTY SAND (SP-SM)

very loose, dark greenish gray, fine, mostly small to medium shells

- - - Some shells, wc = 36.0, fc = 7.4, non-plastic, A-3

SAND (SP)

very loose, light gray, coarse, mostly small shells

- - - Mostly medium shells

SLIGHTLY SILTY SAND (SP-SM)

very loose, dark gray, fine, some medium shells

- - - Mostly shells

- - - Loose, light gray, wc = 31.5, fc = 6.8, non-plastic, A-1-a

- - - Greenish gray

BORING DEPTH: 100.0 ft

LOGGED BY: S. Jones

3r d

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/ R Q

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A P

H

IC

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N V

A

LU

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D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/15/14

DRILL RIG: CME 45-B

DRILLER: Miller / Biddix

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in NGVD 29 PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737271.93

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-02

EASTING: 1049080.08

REMARKS

2.9

-2.1

-7.1

-12.1

-17.1

-22.1

-27.1

-32.1

-37.1

-42.1

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 7.9 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

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P J

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1_

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/2 6/

8060302010

SANDY CLAY (CL)

soft, greenish gray, trace organics, large wood fragment, PP = 0.15 tsf, wc = 42.3, fc = 80.0, LL

= 47, PI = 29, A-7-6

CLAY (CH)

soft, greenish gray, PP = 1.0 tsf

SILTY SAND (SM)

loose, greenish gray, fine

SILTY SAND (SP-SM)

medium dense, light brownish gray, fine to medium

SILTY SAND (SP-SM)

medium dense, dark olive gray, fine, not reactive to HCl, wc = 29.4, fc = 8.9, non-plastic, A-3

CLAYEY SAND (SC)

medium dense, dark olive gray, fine, not reactive to HCl, PP = 2.75 tsf

- - - PP = 2.25 tsf

- - - Dense, olive gray, PP = 3.25 tsf, wc = 29.7, fc = 48.7, LL = 41, PI = 17, A-7-6

- - - Medium dense, PP = 3.75 tsf

Boring terminated at 100 ft

BORING DEPTH: 100.0 ft

LOGGED BY: S. Jones

3r d

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G R

A P

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N V

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P T

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(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/15/14

DRILL RIG: CME 45-B

DRILLER: Miller / Biddix

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in NGVD 29 PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737271.93

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-02

EASTING: 1049080.08

REMARKS

-52.1

-57.1

-62.1

-67.1

-72.1

-77.1

-82.1

-87.1

-92.1

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 7.9 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

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1_

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/2 6/

8060302010

WOH

WOH

WATER-TIDAL

SANDY SILT (MH)

very soft, dark greenish gray, mostly large shells, PP = 0 tsf

SLIGHTLY SILTY SAND (SP-SM)

very loose, dark greenish gray, fine, mostly medium shells

- - - Large shell blocking spoon opening

- - - Some small to medium shells, wc = 30.8, fc = 10.3, non-plastic, A-1-b

- - - No recovery

- - - wc = 40.0, fc = 15.0, A-2-4

- - - Loose, some shells, wc = 25.6, fc = 11.2, non-plastic, A-1-b

SAND (SP)

very loose, gray, fine, little small shells

BORING DEPTH: 69.2 ft

LOGGED BY: D. Schoen

3r d

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A P

H

IC

LO

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A

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D E

P T

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(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/19/14

DRILL RIG: CME 550X

DRILLER: Williams / Harrell

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

-10

-5

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737340.88

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-03

EASTING: 1049110.02

REMARKS

-2.1

-7.1

-12.1

-17.1

-22.1

-27.1

-32.1

-37.1

-42.1

-47.1

-52.1

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 6/

8060302010

- - - Medium dense, some shells, wc = 26.1, fc = 4.7, non-plastic, A-1-b

- - - Fine to medium, wc = 18.4, fc = 4.3, non-plastic, A-3

SILTY SAND (SM)

medium dense, olive gray, fine, not reactive to HCl

- - - Dark olive gray, little phosphate nodules, wc = 37.5, fc = 15.4, LL = 47, PI = 20, A-2-7

Boring terminated at 69.2 ft

BORING DEPTH: 69.2 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/19/14

DRILL RIG: CME 550X

DRILLER: Williams / Harrell

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737340.88

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-03

EASTING: 1049110.02

REMARKS

-57.1

-62.1

-67.1

-72.1

-77.1

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

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N

E A

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E R

O .G

P J

S

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1_

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/2 6/

8060302010

WOR

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOR

WOH

WATER-TIDAL

SLIGHTLY SILTY SAND (SP-SM)

very loose, dark greenish gray, fine, few small shells

- - - Some shells, wc = 42.5, fc = 11.7, non-plastic, A-1-b

- - - Large shell pieces blocking spoon opening

- - - Very loose, dark gray, fine, some large shells, wc = 23.3, fc = 7.5, non-plastic, A-1-b

- - - Few medium shells

SILTY SAND (SM)

very loose, dark greenish gray, fine, some large shells and wood fragments

- - - Few medium shells, no wood

- - - Few large shells

- - - Medium shells, wc = 38.7, fc = 14.6, non-plastic, A-2-4

- - - Some large shells

BORING DEPTH: 57.5 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/13/14

DRILL RIG: CME 550X

DRILLER: Williams / White

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

-15

-10

-5

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737439.78

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-04

EASTING: 1049145.31

REMARKS

-4.4

-9.4

-14.4

-19.4

-24.4

-29.4

-34.4

-39.4

-44.4

-49.4

-54.4

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 6/

8060302010

SLIGHTLY SILTY SAND (SP-SM)

loose, light gray, fine, mostly medium shells, wc = 33.1, fc = 6.9, non-plastic, A-1-a

- - - Medium dense, gray, trace small shells, wc = 21.1, fc = 5.3, non-plastic, A-3

SILTY SAND (SM)

medium dense, olive gray, fine, not reactive to HCl

- - - Loose

Boring terminated at 57.5 ft

BORING DEPTH: 57.5 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/13/14

DRILL RIG: CME 550X

DRILLER: Williams / White

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737439.78

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-04

EASTING: 1049145.31

REMARKS

-59.4

-64.4

-69.4

-74.4

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 6/

8060302010

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WATER-TIDAL

SILTY SAND (SM)

very loose, dark greenish gray, fine, wc = 73.3, fc = 25.0, non-plastic, A-2-4

SANDY CLAY (CH)

very soft, dark greenish gray, PP = 0 tsf

- - - PP = 0 tsf, wc = 142. 5, fc = 70.4, LL = 193, PI = 135, A-7-5

- - - PP = 0 tsf

- - - Soft, PP = 0 tsf

SAND (SP)

loose, dark greenish gray, fine to medium, some medium shells

- - - Fine, trace small shells, wc = 22.4, fc = 2.8, non-plastic, A-3

BORING DEPTH: 47.6 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/13/14

DRILL RIG: CME 550X

DRILLER: Williams / White

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

-30

-25

-20

-15

-10

-5

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737538.66

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-05

EASTING: 1049180.61

REMARKS

-1.5

-6.5

-11.5

-16.5

-21.5

-26.5

-31.5

-36.5

-41.5

-46.5

-51.5

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 3/

8060302010

SLIGHTLY SILTY SAND (SP-SM)

loose, dark greenish gray, fine, some medium shells, wc = 21.4, fc = 6.8, non-plastic, A-1-b

- - - Fine to coarse, light gray, mostly shells, wc = 28.9, fc = 5.9, non-plastic, A-1-a

SLIGHTLY SILTY SAND (SP-SM)

loose, dark olive gray, fine, not reactive to HCl, wc = 50.9, fc = 9.5, non-plastic, A-3

- - - Medium dense

Boring terminated at 47.6 ft

BORING DEPTH: 47.6 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/13/14

DRILL RIG: CME 550X

DRILLER: Williams / White

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737538.66

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-05

EASTING: 1049180.61

REMARKS

-56.5

-61.5

-66.5

-71.5

-76.5

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 3/

8060302010

WOR

WOR

WOR

WOR

WOR

WOR

WOH

WOR

WOR

WOR

WOH

WOR

WOR

WOR

WOR

WOR

WATER-TIDAL

SANDY CLAY (CH)

very soft, dark greenish gray, PP = 0 tsf

- - - PP = 0 tsf

- - - PP = 0 tsf

- - - PP = 0.25 tsf

SLIGHTLY SILTY SAND (SP-SM)

very loose, dark greenish gray, fine

- - - Fine to coarse, wc = 49.5, fc = 9.9, non-plastic, A-1-b

- - - Loose, dark gray, fine to medium, trace small shells, wc = 20.4, fc = 3.7, non-plastic, SP, A-1-b

- - - Very loose, few small shells

BORING DEPTH: 49.9 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/14/14

DRILL RIG: CME 550X

DRILLER: Williams / White

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

-30

-25

-20

-15

-10

-5

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737637.55

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-06

EASTING: 1049215.9

REMARKS

-1.3

-6.3

-11.3

-16.3

-21.3

-26.3

-31.3

-36.3

-41.3

-46.3

-51.3

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 3/

8060302010

50/3"

50/3"

- - - Loose, wc = 20.0, fc = 5.2, A-1-b

- - - Mostly medium to large shells

SILTY SAND (SM)

loose, dark greenish gray, fine, some medium to large shells

SLIGHTLY CLAYEY SAND (SP-SC)

medium dense, dark olive gray, fine, not reactive to HCl, wc = 48.5, fc = 11.5, LL = 64, PI = 37, A-2-7

- - - wc = 33.0, fc = 9.6, LL = 51, PI = 24, A-3

- - - Very dense, light greenish gray, cemented sand

Boring terminated at 49.9 ft

BORING DEPTH: 49.9 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/14/14

DRILL RIG: CME 550X

DRILLER: Williams / White

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737637.55

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-06

EASTING: 1049215.9

REMARKS

-56.3

-61.3

-66.3

-71.3

-76.3

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 3/

8060302010

WOR

WOR

WOR

WOR

WOR

WOH

WOH

WOR

WOR

WOR

WOH

WOR

WOR

WOH

WOR

WOR

WOR

WOH

WOR

WOR

WOH

WOR

WOR

WOR

WOR

WOR

WOR

WOR

WOH

WATER-TIDAL

SANDY CLAY (CH)

very soft, dark greenish gray, PP = 0 tsf

- - - PP = 0 tsf, wc = 130.4, fc = 70.8, LL = 109, PI = 72, A-7-5

- - - PP = 0 tsf

- - - PP = 0 tsf

- - - PP = 0 tsf

- - - PP = 0 tsf

- - - PP = 0 tsf, wc = 139.2, fc = 69.7, LL = 82, PI = 53, A-7-6

- - - Few sand lenses, PP = 0 tsf

SAND (SP)

very loose, dark gray, fine, large shell blocking spoon opening

- - - Medium dense, medium, wc = 24.8, fc = 1.5, A-1-b

- - - Loose

BORING DEPTH: 61.3 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/14/14

DRILL RIG: CME 550X

DRILLER: Williams / White

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

-20

-15

-10

-5

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737736.45

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-07

EASTING: 1049251.19

REMARKS

-1.7

-6.7

-11.7

-16.7

-21.7

-26.7

-31.7

-36.7

-41.7

-46.7

-51.7

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 3/

8060302010

- - - Few medium shells, wc = 20.3, fc = 3.5, A-1-b

- - - Fine

SLIGHTLY SILTY SAND (SP-SM)

loose, olive gray, fine, not reactive to HCl, few phosphate nodules, wc = 31.3, fc = 8.6, LL =

46, PI = 18, A-2-7

- - - Medium dense, no phosphate nodules

CLAYEY SAND (SC)

medium dense, dark olive gray, fine, wc = 40.8, fc = 16.5, LL = 57, PI = 31, A-2-7

Boring terminated at 61.3 ft

BORING DEPTH: 61.3 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/14/14

DRILL RIG: CME 550X

DRILLER: Williams / White

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737736.45

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-07

EASTING: 1049251.19

REMARKS

-56.7

-61.7

-66.7

-71.7

-76.7

-81.7

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 3/

8060302010

WOR

WOH

WOR

WOH

WOH

WOR

WOH

WOR

WOH

WOR

WOH

WOR

WOH

WOR

WOH

WOR

WOH

WOR

WOH

WOR

WOH

WOR

WOH

WATER-TIDAL

SANDY SILT (MH)

very soft, dark greenish gray, PP = 0 tsf

SLIGHTLY SILTY SAND (SP-SM)

very loose, dark greenish gray, fine, wc = 42.1, fc = 11.0, non-plastic, A-2-4

SANDY SILT (MH)

very soft, dark greenish gray, PP = 0 tsf, wc = 148.7, fc = 85.2, LL = 145, PI = 103, A-7-5

- - - Few sand lenses, PP = 0 tsf

- - - PP = 0.25 tsf

SAND (SP)

loose, dark gray, fine to medium, wc = 23.7, fc = 4.0, non-plastic, A-1-b

- - - Very loose, trace small shells, few silt lenses

- - - Fine, 4" silt layer, wc = 31.1, fc = 11.3, non-plastic, SP-SM, A-1-b

BORING DEPTH: 58.1 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/15/14

DRILL RIG: CME 550X

DRILLER: Williams / White

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

-20

-15

-10

-5

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737835.34

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-08

EASTING: 1049286.49

REMARKS

-4.0

-9.0

-14.0

-19.0

-24.0

-29.0

-34.0

-39.0

-44.0

-49.0

-54.0

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 3/

8060302010

- - - Trace silt lenses

SILTY SAND (SM)

loose, olive gray, fine, not reactive to HCl, wc = 37.5, fc = 16.2, LL = 45, PI = 17, A-2-7

- - - Few medium phosphate nodules

- - - Medium dense, no phosphate nodules

- - - Dark olive gray, wc = 39.2, fc = 14.4, LL =

50, PI = 22, A-2-7

Boring terminated at 58.1 ft

BORING DEPTH: 58.1 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/15/14

DRILL RIG: CME 550X

DRILLER: Williams / White

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737835.34

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-08

EASTING: 1049286.49

REMARKS

-59.0

-64.0

-69.0

-74.0

-79.0 1s t 6 in

R

U N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 3/

8060302010

1/18"

WOR

WOH

WOH

WOR

WOH

WOR

WOH

WOH

WOH

WOR

WOR

WOH

WOH

WOR

WOR

WOR

WOH

WOR

WATER-TIDAL

SANDY SILT (MH)

very soft, dark greenish gray, PP = 0 tsf

SLIGHTLY SILTY SAND (SP-SM)

very loose, dark greenish gray, fine

- - - wc = 32.5, fc = 6.4, non-plastic, A-3

SANDY SILT (MH)

very soft, dark greenish gray, few sand lenses, PP = 0 tsf

- - - PP = 0.25 tsf

- - - No sand lenses, PP = 0 tsf, wc = 143.6, fc =

84.5, LL = 162, PI = 103, A-7-5

- - - PP = 0 tsf, wc = 145.3, fc = 92.1, LL = 168, PI = 104, A-7-5

SAND (SP)

very loose, dark gray, fine to medium

- - - Fine

BORING DEPTH: 59.0 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/16/14

DRILL RIG: CME 550X

DRILLER: Williams / White

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

-20

-15

-10

-5

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737934.23

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-09

EASTING: 1049321.78

REMARKS

-4.4

-9.4

-14.4

-19.4

-24.4

-29.4

-34.4

-39.4

-44.4

-49.4

-54.4

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 4/

8060302010

50/4.5"

50/4.5"

- - - Medium dense, gray, fine to medium, wc = 18.0, fc = 4.2, non-plastic, A-1-b

SLIGHTLY SILTY SAND (SP-SM)

loose, olive gray, fine, not reactive to HCl, few medium phosphate nodules

- - - Medium dense, dark olive gray, wc = 55.5, fc = 8.2, LL = 61, PI = 27, A-2-7

- - - wc = 33.8, fc = 8.2, LL = 60, PI = 28, A-2-7

- - - Very dense, light greenish gray, cemented sand

Boring terminated at 59 ft

BORING DEPTH: 59.0 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/16/14

DRILL RIG: CME 550X

DRILLER: Williams / White

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 737934.23

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-09

EASTING: 1049321.78

REMARKS

-59.4

-64.4

-69.4

-74.4

-79.4 1s t 6 in

R

U N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 4/

8060302010

WOH

WOH

WOH

WOH

WOH

WOR

WOR

WOH

WOR

WOR

WOH

WOR

WOR

WOH

WOH

WOH

WATER-TIDAL

SANDY SILT (MH)

very soft, dark greenish gray, PP = 0 tsf

- - - PP = 0 tsf

SAND (SP)

very loose, dark gray, fine to medium, wc = 25.9, fc = 4.4, non-plastic, A-1-b

- - - Loose, wc = 22.7, fc = 3.9, non-plastic, A-3

- - - Very loose

CLAYEY SAND (SC)

very loose, greenish gray, fine to medium, trace organics and wood layers, PP = 0.25 tsf, wc = 56.2, fc = 48.8, LL = 75, PI = 40, A-7-5

BORING DEPTH: 62.8 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/16/14

DRILL RIG: CME 550X

DRILLER: Williams / White

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

-15

-10

-5

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 738033.12

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-10

EASTING: 1049357.08

REMARKS

-3.1

-8.1

-13.1

-18.1

-23.1

-28.1

-33.1

-38.1

-43.1

-48.1

-53.1

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 4/

8060302010

SAND (SP)

medium dense, gray, fine to medium, wc = 24.7, fc = 4.4, non-plastic, A-1-b

SILTY SAND (SM)

loose, olive gray, fine, not reactive to HCl, trace medium phosphate nodules, wc = 40.1, fc =

15.0, LL = 46, PI = 18, A-2-7

- - - Little medium phosphate nodules

- - - Medium dense, trace phosphate nodules

- - - Dark olive gray, no phosphate nodules, wc = 36.6, fc = 17.0, LL = 47, PI = 20, A-2-7

Boring terminated at 62.8 ft

BORING DEPTH: 62.8 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/16/14

DRILL RIG: CME 550X

DRILLER: Williams / White

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 738033.12

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-10

EASTING: 1049357.08

REMARKS

-58.1

-63.1

-68.1

-73.1

-78.1 1s t 6 in

R

U N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 4/

8060302010

WOR

WOH

WOH

WOH

WOR

WOR

WOH

WOH

WOR

WOR

WOH

WOH

WOR

WOR

WOH

WOH

WATER-TIDAL

SANDY SILT (MH)

very soft, dark greenish gray, PP = 0 tsf

- - - PP = 0 tsf

SLIGHTLY SILTY SAND (SP-SM)

very loose, dark greenish gray, some large shells

- - - Some medium to large shells, wc = 26.9, fc = 11.5, A-1-b

SANDY SILT (MH)

soft, dark greenish gray, few small shells, PP =

0.25 tsf

- - - Very soft, trace orgaincs, few shell and wood lenses, PP = 0.25 tsf

- - - PP = 0 tsf

- - - Firm, large shell blocking spoon opening

SANDY CLAY (CL)

soft, dark greenish gray, trace orgaincs, PP = 0 tsf, wc = 32.3, fc = 51.8, LL = 30, PI = 17, A-6

BORING DEPTH: 54.6 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/17/14

DRILL RIG: CME 550X

DRILLER: Williams / Harrell

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

-25

-20

-15

-10

-5

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 738132.01

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-11

EASTING: 1049392.37

REMARKS

-4.3

-9.3

-14.3

-19.3

-24.3

-29.3

-34.3

-39.3

-44.3

-49.3

-54.3

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 4/

8060302010

SAND (SP)

medium dense, gray, fine, wc = 25.0, fc = 4.6, non-plastic, A-3

SILTY SAND (SM)

loose, olive gray, fine, not reactive to HCl, wc = 43.0, fc = 13.1, LL = 43, PI = 13, A-2-7

- - - Dark olive gray, few medium phosphate nodules

- - - Medium dense, PP = 2.0 tsf, wc = 70.5, fc =

43.2, LL = 143, PI = 82, A-7-5

- - - PP = 2.5 tsf

- - - Loose, wc = 42.8, fc = 9.6, LL = 53, PI = 20, SP-SM, A-2-7

Boring terminated at 54.6 ft

BORING DEPTH: 54.6 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/17/14

DRILL RIG: CME 550X

DRILLER: Williams / Harrell

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 738132.01

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-11

EASTING: 1049392.37

REMARKS

-59.3

-64.3

-69.3

-74.3

-79.3 1s t 6 in

R

U N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 4/

8060302010

WOH

WOH

WOH

WOH

WOH

WOR

WOH

WOR

WOH

WOR

WOH

WOH

WOH

WOH

WATER-TIDAL

SLIGHTLY SILTY SAND (SP-SM)

No recovery

- - - Very loose, dark greenish gray, few medium shells

- - - Large shell blocking spoon opening

SILTY SAND (SM)

very loose, dark greenish gray, trace small shells, wc = 47.9, fc = 24.1, LL = 32, PI = 8, A-2-4

SANDY SILT (MH)

very soft, dark greenish gray, few sand lenses, PP = 0 tsf

- - - No sand lenses, few organics, PP = 0.5 tsf, wc = 108.2, fc = 77.7, LL = 177, PI = 92, A-7-5

- - - Little organics, PP = 0.5 tsf

- - - Very dark grayish brown, some orgaincs, PP = 0.5 tsf

- - - Dark greenish gray, few organics, few organic layers, PP = 0 tsf, wc = 127.2, fc = 77.4, LL = 97, PI = 49, A-7-5

- - - Greenish gray, no organics, no organic layers, PP = 0.5 tsf

SLIGHTLY SILTY SAND (SP-SM)

medium dense, gray, fine to medium, wc = 22.1, fc = 10.1, non-plastic, A-3

BORING DEPTH: 57.2 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/17/14

DRILL RIG: CME 550X

DRILLER: Williams / Harrell

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

-20

-15

-10

-5

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 738230.9

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-12

EASTING: 1049427.66

REMARKS

-2.2

-7.2

-12.2

-17.2

-22.2

-27.2

-32.2

-37.2

-42.2

-47.2

-52.2

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 4/

8060302010

- - - Little small shells

SILTY SAND (SM)

loose, olive gray, fine, not reactive to HCl, trace phosphate nodules, wc = 38.3, fc = 13.1, LL =

45, PI = 17, A-2-7

- - - Dark olive gray

- - - Medium dense, wc = 38.4, fc = 10.7, LL =

50, PI = 21, A-2-7

Boring terminated at 57.2 ft

BORING DEPTH: 57.2 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/17/14

DRILL RIG: CME 550X

DRILLER: Williams / Harrell

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 738230.9

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-12

EASTING: 1049427.66

REMARKS

-57.2

-62.2

-67.2

-72.2

-77.2

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 4/

8060302010

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WOH

WATER-TIDAL

SLIGHTLY SILTY SAND (SP-SM)

very loose, dark greenish gray, fine, some large shells

CLAYEY SAND (SC)

very loose, dark greenish gray, some medium shells, PP = 0 tsf

- - - No shell, PP = 0 tsf, wc = 55.0, fc = 38.8, LL

= 44, PI = 24, A-7-6

SLIGHTLY SILTY SAND (SP-SM)

medium dense, dark gray, fine

- - - wc = 23.3, fc = 5.7, non-plastic, A-1-b

SANDY SILT (MH)

very soft, dark greenish gray, PP = 0 tsf

- - - Stiff, very dark gray, few organics, few organic and wood layers, PP = 0.5 tsf

- - - Soft, PP = 0.5 tsf, wc = 110.7, fc = 75.4, LL

= 162, PI = 67, A-7-5

SAND (SP)

loose, gray, fine

- - - Medium dense, fine to medium, wc = 19.6, fc = 2.6, non-plastic, A-1-b

BORING DEPTH: 63.7 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/18/14

DRILL RIG: CME 550X

DRILLER: Williams / Harrell

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

-15

-10

-5

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 738329.79

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-13

EASTING: 1049462.96

REMARKS

-5.1

-10.1

-15.1

-20.1

-25.1

-30.1

-35.1

-40.1

-45.1

-50.1

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 4/

8060302010

50/5"

50/5"

- - - Dense, dark gray, fine, some small shells, wc = 20.2, fc = 5.9, non-plastic, A-1-b

SLIGHTLY SILTY SAND (SP-SM)

loose, dark olive gray, not reactive to HCl, trace medium phosphate nodules

- - - Medium dense, wc = 36.2, fc = 11.3, LL =

50, PI = 18, A-2-7

- - - Very dense

Boring terminated at 63.7 ft

BORING DEPTH: 63.7 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/18/14

DRILL RIG: CME 550X

DRILLER: Williams / Harrell

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 738329.79

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-13

EASTING: 1049462.96

REMARKS

-60.1

-65.1

-70.1

-75.1

-80.1

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 4/

8060302010

WOH

WOH

WOH

WATER-TIDAL

SILTY SAND (SM)

very loose, dark greenish gray, fine, small to large shells

- - - No recovery

CLAYEY SAND (SC)

very loose, dark greenish gray, fine, few medium shells, wc = 58.2, fc = 29.8, LL = 45, PI = 20, A-2-7

- - - Some medium shells

SILTY SAND (SM)

very loose, dark greenish gray, fine, some medium shells

- - - Loose, trace small shells, wc = 30.9, fc = 16.4, non-plastic, A-1-b

- - - Very loose

- - - No recovery

SANDY CLAY (CL)

soft, dark greenish gray, trace organics, wood from 24.45 to 25.2, PP = 0 tsf

- - - Very soft, dark gray, trace organic layers, PP = 0 tsf, wc = 56.7, fc = 59.5, LL = 27, PI = 12, A-6

SAND (SP)

loose, gray, fine

- - - Medium dense, fine to medium

BORING DEPTH: 72.7 ft

LOGGED BY: D. Schoen

3r d

6i n

/ R Q

D

G R

A P

H

IC

LO

G

N V

A

LU

E

D E

P T

H

(f ee t)

NOTES:

2n d

6i n

/ R

EC

DATE DRILLED: 5/18/14

DRILL RIG: CME 550X

DRILLER: Williams / Harrell

HAMMER TYPE: Auto

SAMPLING METHOD: Split spoon

DRILLING METHOD: Mud Rotary

-10

-5

MATERIAL DESCRIPTION

BORING LOG

NOTES: Elevations are in MSL (mean sea level) PP = Pocket Penetrometer wc = Water Content (%) fc = Fines Content (% passing #200 sieve) LL = Liquid Limit, PI = Plasticity Index

S&ME Project No. 1413-14-061

Fort Pulaski National Monument Bridge

NORTHING: 738428.68

WATER LEVEL: TIDAL

THIS LOG IS ONLY A PORTION OF A REPORT PREPARED FOR THE NAMED

PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.

BORING, SAMPLING AND PENETRATION TEST DATA IN GENERAL

ACCORDANCE WITH ASTM D-1586.

STRATIFICATION AND GROUNDWATER DEPTHS ARE NOT EXACT.

WATER LEVEL IS AT TIME OF EXPLORATION AND WILL VARY.

1.

2.

3.

4.

PROJECT:

B-14

EASTING: 1049498.25

REMARKS

-0.9

-5.9

-10.9

-15.9

-20.9

-25.9

-30.9

-35.9

-40.9

-45.9

-50.9

1s t 6 in

R U

N

E

LE

V A

T

IO

N

(f ee t- M

S L)

W A

T E

R L

E V

E L

S A

M P

LE

N

O

S A

M P

LE

T

Y P

E BLOW COUNT

/ CORE DATA

ELEVATION: 0.0 ft

S

M E

B O

R

IN

G L

O G

3-

-0

S P

T C

O R

R E

C T

M

U D

LI

N

E A

T Z

E R

O .G

P J

S

M E

1_

_0

.G D

T

/2 4/

8060302010

- - - wc = 20.5, fc = 2.4, non-plastic, A-1-b

SILTY SAND (SM)

medium dense, dark greenish gray, fine to coarse, some small shells

SLIGHTLY SILTY SAND (SP-SM)

dense, dark greenish gray, fine, some small shells, wc = 20.0, fc = 6.3, non-plastic, A-1-b

SILTY SAND (SM)

loose, dark olive gray, not reactive to HCL, trace medium phosphate nodules

- - - Medium dense, wc = 38.6, fc = 16.7, LL =

48, PI = 16, A-2-7

- - - Loose

Boring terminated at 72.7 ft

B…