APPENDIX D MARSH FILL AND CONTAINMENT … REPORT . STE Soil Testing Engineers, Inc. 1 ... Undrained Triaxial Compression Test t1: ... Sand = 3%, Silt = 54%, Clay = 43% CS:

APPENDIX D

MARSH FILL AND CONTAINMENT DIKE

GEOTECHNICAL REPORT

STESoil Testing Engineers, Inc.

1

VICINITY MAP

SJB GROUP, INC.

PASS CHALAND TO GRAND BAYOU PASS

BARRIER SHORELINE RESTORATION(BAY JOE WISE)PROJECT BA-35

LOUISIANA DEPARTMENT OF NATURAL RESOURCES


2

GELOGIC MAPPINGLOUISIANA DEPARTMENT OF NATURAL

RESOURCES


BARRIER SHORELINE RESTORATION

(BAY JOE WISE) PROJECT BA-35

BJW-1BJW-2

BJW-3

BJW-4


3

BORING PLAN

SJB GROUP, INC.





4

SOIL PROFILE

SJB GROUP, INC.




S.F. = 2.0

S.F. = 1.8

S.F. = 1.6


5

SJB GROUP, INC.




2 FEET WATER, 2 FEET FREEBOARDSTABILITY ANALYSES

S.F. = 1.4

S.F. = 1.2

S.F. = 1.6


6

SJB GROUP, INC.





S.F. = 2.0

S.F. = 1.8

S.F. = 1.5


7

SJB GROUP, INC.





S.F. = 1.4

S.F. = 1.3

S.F. = 1.1


8

SJB GROUP, INC.





S.F. = 1.9

S.F. = 1.6

S.F. = 1.4


9

SJB GROUP, INC.





S.F. = 1.4

S.F. = 1.3

S.F. = 1.1


10

SJB GROUP, INC.






11

AREA FILL: WATER DEPTH 0 FT.TIME-SETTLEMENT CURVES

WITHOUT GEOLOGIC SUBSIDENCE

WITH GEOLOGIC SUBSIDENCE

SJB GROUP, INC.





12




SJB GROUP, INC.





13




SJB GROUP, INC.





14




SJB GROUP, INC.





15




SJB GROUP, INC.





16




SJB GROUP, INC.




t: Unconsolidated, Undrained Triaxial Compression Test t1: Lateral Pressure = 10.5 psi t2: Lateral Pressure = 14.7 psi t3: Lateral Pressure = 27.3 psi t4: Lateral Pressure = 30.8 psiCS: See Consolidation CurveSG: Specific Gravity SG1 = 2.58 GS2 = 2.59

20

20

22

30

7 b/f5-3-4

5 b/f5-3-2

3 b/f1-1-2

No (P)

No (P)

1.0 (P)

0.75 (P)

0.5 (P)

0.26t1

0.15t2

0.32t3

0.42t4

0.17CS,SG1

0.13

0.27

0.27CS,SG2

79

80

59

61

29

17

11

57

49

37

33

87

Water to Mudline 9 ft.Deck to Water 5 ft.

Soft gray SLIGHTLY SILTY CLAY (CL-CH)-- w/shell fragments at 9 to 11 ft.

Very soft gray SILTY CLAY (CL)-- w/shells at 13 to 15 ft.

Medium gray SILTY CLAY (CL)

-- w/shells at 23 to 25 ft.

Soft gray CLAY (CH)

-- dark gray at 38 to 40 ft.

Boring completed at 31 ft.

38

41

40

34

66

63

DescriptionDry UnitWeight

(pcf)

MiniVaneShear(ksf) /Other

Soi

l Typ

e

Depth(feet)

Barge

MASA

LELAP Certificate No. 02052Sheet 1 of 1

Boring Abandonment Method

LABORATORY DATAFIELD DATA Lat. 29o 18' 18.1"Long. 89o 43' 06.4"Mudline at -5.0 NAVD

4" Dia. Rotary Wash:0 to 31 ft.

FieldTest

ResultsLL

Surface Elevation:

Notes

Atterberg Limits

Logged by:

Boring Advancement Method

GroundWaterLevel

03-1033

Date:

File:

09/08/03

5

10

15

20

25

30

35

40

SJB Group, Inc.Baton Rouge, LA

PI

CompressiveStrength

(tsf)

Location:

K. Moody

Sam

ple

s

Driller:

Strata Boundaries May Not Be Exact

PL

LOG OF SOIL BORING BJW-1

Rig:

Borehole grouted upon completion

Ground Water Level Data

WaterContent

(%)

Pass Chaland to Grand BayouPassBarrier Shoreline RestorationProject BA-35Plaquemines Parish, LA

N/A (ft., NAVD)

03-1

033

LOG

01 P

AS

S C

HA

LAN

D L

DN

R 1

1-14

-200

3 0

3103

3R.G

PJ

LO

G01

.GD

T 1

2/23

/03

t: Unconsolidated, Undrained Triaxial Compression Test t1: Lateral Pressure = 9.1 psi t2: Lateral Pressure = 20.3 psi t3: Lateral Pressure = 27.3 psi t4: Lateral Pressure = 30.8 psiGS: Particle Size Analysis Gravel = 0%, Sand = 3%, Silt = 54%, Clay = 43%CS: See Consolidation CurveSG: Specific Gravity = 2.60

22

22

No (P)

No (P)

No (P)

No (P)

1.25 (P)

1.0 (P)

0.5 (P)

1.25 (P)

0.08t1

0.53t2

0.20t3

0.17t4

GS

CS,SG

0.19

0.23

74

90

64

64

36

38

58

60


Very soft dark gray CLAY (CH) w/sand seamsand mica flakes

Soft gray VERY SILTY CLAY (CL-ML)

-- w/shells at 11 to 13 ft.

Loose gray SANDY SILT (ML)

Very soft gray SILTY CLAY (CL)

Medium gray CLAY (CH)

-- w/sand seams at 23 to 25 ft.

-- w/silt seams at 28 to 30 ft.

Very soft gray CLAY (CH)-- w/silt seams at 33 to 35 ft.

-- w/1-inch sand layers at 38 to 40 ft.


40

29

47

41

52

63


(pcf)


Soi

l Typ

e

Depth(feet)

Barge

MASA





FieldTest

ResultsLL

Surface Elevation:

Notes

Atterberg Limits

Logged by:


GroundWaterLevel

03-1033

Date:

File:

09/08/03

5

10

15

20

25

30

35

40


PI

CompressiveStrength

(tsf)

Location:

K. Moody

Sam

ple

s

Driller:


PL


Rig:



WaterContent

(%)


N/A (ft., NAVD)

03-1

033

LOG

01 P

AS

S C

HA

LAN

D L

DN

R 1

1-14

-200

3 0

3103

3R.G

PJ

LO

G01

.GD

T 1

2/23

/03

t: Unconsolidated, Undrained Triaxial Compression Test t1: Lateral Pressure = 10.5 psi t2: Lateral Pressure = 12.3 psi t3: Lateral Pressure = 20.3 psi t4: Lateral Pressure = 27.3 psi

240.5 (P)

No (P)1.0 (P)

0.0 (P)

No (P)

0.75 (P)

0.5 (P)

0.75 (P)

0.5 (P)

0.21t1

0.15t2

0.35t3

0.33t4

0.19

0.25

0.21

0.20

0.28

71

72

58

65

2448


Very soft dark gray SILTY CLAY (CL)

-- w/6-inch sand layer at 11.0 to 11.5 ft.-- w/silt seams at 12.0 to 12.5 ft.Loose gray SANDY SILT (ML)

Soft gray CLAY (CH)


-- w/silt seams at 28 to 30 ft.



44

46

56

69

59

57


(pcf)


Soi

l Typ

e

Depth(feet)

Barge

MASA





FieldTest

ResultsLL

Surface Elevation:

Notes

Atterberg Limits

Logged by:


GroundWaterLevel

03-1033

Date:

File:

09/08/03

5

10

15

20

25

30

35

40


PI

CompressiveStrength

(tsf)

Location:

K. Moody

Sam

ple

s

Driller:


PL


Rig:



WaterContent

(%)


N/A (ft., NAVD)

03-1

033

LOG

01 P

AS

S C

HA

LAN

D L

DN

R 1

1-14

-200

3 0

3103

3R.G

PJ

LO

G01

.GD

T 1

2/23

/03

t: Unconsolidated, Undrained Triaxial Compression Test Lateral Pressure t1 = 9.1 psi t2 = 11.9 psi t3 = 14.7 psi t4 = 20.3 psi t5 = 27.3 psi t6 = 30.8 psiCS: See Consolidation CurveSG: Specific Gravity SG1 = 2.71 SG2 = 2.70GS: Particle Size Analysis Gravel = 0%, Sand = 77%, Silt = 13%, Clay = 10%

19

27

34

0.0 (P)

0.0 (P)

0.25 (P)

0.25 (P)

0.5 (P)

0.25 (P)

0.25 (P)

0.5 (P)

0.09t1

0.16t2

0.13t3

0.29t4

0.25t5

0.27t6

0.15CS,SG1

GS0.17

0.15

0.27

0.25

0.25CS,SG2

84

82

70

74

65

69

13

27

37

32

54

71


Very soft gray SANDY CLAY (CL) w/shells

Loose gray SILTY SAND (SM) w/clay layers

Very soft gray CLAY (CH)

-- w/sand seams and organic matter at 15 to 17ft.

Soft dark gray SILTY CLAY (CL)

Soft gray CLAY (CH)

-- w/sand pockets at 28 to 30 ft.



31

32

33

59

41

41

56

59

46


(pcf)


Soi

l Typ

e

Depth(feet)

Barge

MASA





FieldTest

ResultsLL

Surface Elevation:

Notes

Atterberg Limits

Logged by:


GroundWaterLevel

03-1033

Date:

File:

09/08/03

5

10

15

20

25

30

35

40


PI

CompressiveStrength

(tsf)

Location:

K. Moody

Sam

ple

s

Driller:


PL


Rig:



WaterContent

(%)


N/A (ft., NAVD)

03-1

033

LOG

01 P

AS

S C

HA

LAN

D L

DN

R 1

1-14

-200

3 0

3103

3R.G

PJ

LO

G01

.GD

T 1

2/23

/03

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

10/09/2003

4

0.5

2"0

ASTM Sieve Size1/2"3/4"

100

03-1033

Identification

0.6

0.1

0.6

Sand (%)

99.2

99.9

98.9

1 1/2" 1" 50

0.005

60

PE

RC

EN

T C

OA

RS

ER

(by

wei

gh

t)

File No.:

10

16

40

Date:GRAIN SIZE ANALYSIS

30

20

20

SAND

30

10

100

CLAY

50

SILT

1/4"

90

Sample No. Gravel (%)

40

LELAP Certificate No. 02052

ASTM D422

70

EFFECTIVE PARTICLE SIZE (mm)

3/8" 8

80

200Hydrometer Analysis

50 5

GRAVEL

0.05

PE

RC

EN

T F

INE

R (b

y w

eig

ht)

Pass Chaland to GrandBayou Pass

Barrier ShorelineRestoration

N-1

N-1

N-1

Beach

Dune Sand

Near Shore

A-1Figure No.:

GR

AIN

SZ

01 0

3103

3R.G

PJ

GR

AIN

SZ

.GD

T 1

1/14

/03

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

10/09/2003

4

0.5

2"0


100

03-1033

Identification

0.3

0.0

0.5

Sand (%)

99.5

99.8

99.0

1 1/2" 1" 50

0.005

60

PE

RC

EN

T C

OA

RS

ER

(by

wei

gh

t)

File No.:

10

16

40


30

20

20

SAND

30

10

100

CLAY

50

SILT

1/4"

90


40


ASTM D422

70


3/8" 8

80


50 5

GRAVEL

0.05

PE

RC

EN

T F

INE

R (b

y w

eig

ht)



N-2

N-2

N-2

Beach

Dune Sand

Near Shore

A-2Figure No.:

GR

AIN

SZ

01 0

3103

3R.G

PJ

GR

AIN

SZ

.GD

T 1

1/14

/03

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

10/09/2003

4

0.5

2"0


100

03-1033

Identification

0.3

0.0

0.2

Sand (%)

96.8

99.9

99.3

1 1/2" 1" 50

0.005

60

PE

RC

EN

T C

OA

RS

ER

(by

wei

gh

t)

File No.:

10

16

40


30

20

20

SAND

30

10

100

CLAY

50

SILT

1/4"

90


40


ASTM D422

70


3/8" 8

80


50 5

GRAVEL

0.05

PE

RC

EN

T F

INE

R (b

y w

eig

ht)



N-3

N-3

N-3

Beach

Dune Sand

Near Shore

A-3Figure No.:

GR

AIN

SZ

01 0

3103

3R.G

PJ

GR

AIN

SZ

.GD

T 1

1/14

/03

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

10/09/2003

4

0.5

2"0


100

03-1033

Identification

0.1

0.1

0.0

Sand (%)

99.3

99.9

98.7

1 1/2" 1" 50

0.005

60

PE

RC

EN

T C

OA

RS

ER

(by

wei

gh

t)

File No.:

10

16

40


30

20

20

SAND

30

10

100

CLAY

50

SILT

1/4"

90


40


ASTM D422

70


3/8" 8

80


50 5

GRAVEL

0.05

PE

RC

EN

T F

INE

R (b

y w

eig

ht)



N-4

N-4

N-4

Beach

Dune Sand

Near Shore

A-4Figure No.:

GR

AIN

SZ

01 0

3103

3R.G

PJ

GR

AIN

SZ

.GD

T 1

1/14

/03

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

10/09/2003

4

0.5

2"0


100

03-1033

Identification

6.7

0.0

0.3

Sand (%)

92.8

99.9

98.6

1 1/2" 1" 50

0.005

60

PE

RC

EN

T C

OA

RS

ER

(by

wei

gh

t)

File No.:

10

16

40


30

20

20

SAND

30

10

100

CLAY

50

SILT

1/4"

90


40


ASTM D422

70


3/8" 8

80


50 5

GRAVEL

0.05

PE

RC

EN

T F

INE

R (b

y w

eig

ht)



N-5

N-5

N-5

Beach

Dune Sand

Near Shore

A-5Figure No.:

GR

AIN

SZ

01 0

3103

3R.G

PJ

GR

AIN

SZ

.GD

T 1

1/14

/03

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

10/09/2003

4

0.5

2"0


100

03-1033

Identification

0.8

0.6

0.1

Sand (%)

97.7

99.1

99.2

1 1/2" 1" 50

0.005

60

PE

RC

EN

T C

OA

RS

ER

(by

wei

gh

t)

File No.:

10

16

40


30

20

20

SAND

30

10

100

CLAY

50

SILT

1/4"

90


40


ASTM D422

70


3/8" 8

80


50 5

GRAVEL

0.05

PE

RC

EN

T F

INE

R (b

y w

eig

ht)



N-6

N-6

N-6

Beach

Dune Sand

Near Shore

A-6Figure No.:

GR

AIN

SZ

01 0

3103

3R.G

PJ

GR

AIN

SZ

.GD

T 1

1/14

/03

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

08/03/2003

4

0.5

2"0


100

03-1033

Identification

0.0

Sand (%)

99.7

1 1/2" 1" 50

0.005

60

PE

RC

EN

T C

OA

RS

ER

(by

wei

gh

t)

File No.:

10

16

40


30

20

20

SAND

30

10

100

CLAY

50

SILT

1/4"

90


40


ASTM D422

70


3/8" 8

80


50 5

GRAVEL

0.05

PE

RC

EN

T F

INE

R (b

y w

eig

ht)



Beach Sand Silty Sand

A-7Figure No.:

GR

AIN

SZ

01 0

3103

3R.G

PJ

GR

AIN

SZ

.GD

T 1

1/14

/03

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

08/03/2003

4

0.5

2"0


100

03-1033

Identification

0.0

Sand (%)

99.8

1 1/2" 1" 50

0.005

60

PE

RC

EN

T C

OA

RS

ER

(by

wei

gh

t)

File No.:

10

16

40


30

20

20

SAND

30

10

100

CLAY

50

SILT

1/4"

90


40


ASTM D422

70


3/8" 8

80


50 5

GRAVEL

0.05

PE

RC

EN

T F

INE

R (b

y w

eig

ht)



Dune Sand Sand

A-8Figure No.:

GR

AIN

SZ

01 0

3103

3R.G

PJ

GR

AIN

SZ

.GD

T 1

1/14

/03

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

08/05/2003

4

0.5

2"0


100

03-1033

Identification

0.0

Sand (%)

3.1

1 1/2" 1" 50

0.005

60

PE

RC

EN

T C

OA

RS

ER

(by

wei

gh

t)

File No.:

10

16

40

46.4

Clay (%)


30

20

20

SAND

30

10

100

CLAY

50

SILT

1/4"

90


40


ASTM D422

70


3/8" 8

80

200

Silt (%)

50.5

Hydrometer Analysis

50 5

GRAVEL

0.05

PE

RC

EN

T F

INE

R (b

y w

eig

ht)



Marsh Marsh

A-9Figure No.:

GR

AIN

SZ

01 0

3103

3R.G

PJ

GR

AIN

SZ

.GD

T 1

1/14

/03

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

10/24/2003

4

0.5

2"0

ASTM Sieve Size1/2"

Organic Content = 11.3% at 0 to 1 ft.

3/4"

100

03-1033

Identification

0.6

Sand (%)

6.5

1 1/2" 1" 50

0.005

60

PE

RC

EN

T C

OA

RS

ER

(by

wei

gh

t)

File No.:

10

16

40

55.9

Clay (%)


30

20

20

SAND

30

10

100

CLAY

50

SILT

1/4"

90


40


ASTM D422

70


3/8" 8

80

200

Silt (%)

37.0

Hydrometer Analysis

50 5

GRAVEL

0.05

PE

RC

EN

T F

INE

R (b

y w

eig

ht)



SMSS-01

A-10Figure No.:

GR

AIN

SZ

01 0

3103

3R.G

PJ

GR

AIN

SZ

.GD

T 1

1/14

/03

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

10/24/2003

4

0.5

2"0

ASTM Sieve Size1/2"

Organic Content = 11.3% at 0 to 1 ft.Organic Content = 11.1% at 1 to 3 ft.

3/4"

100

03-1033

Identification

1.1

Sand (%)

8.9

1 1/2" 1" 50

0.005

60

PE

RC

EN

T C

OA

RS

ER

(by

wei

gh

t)

File No.:

10

16

40

57.5

Clay (%)


30

20

20

SAND

30

10

100

CLAY

50

SILT

1/4"

90


40


ASTM D422

70


3/8" 8

80

200

Silt (%)

32.5

Hydrometer Analysis

50 5

GRAVEL

0.05

PE

RC

EN

T F

INE

R (b

y w

eig

ht)



SMSS-01

A-11Figure No.:

GR

AIN

SZ

01 0

3103

3R.G

PJ

GR

AIN

SZ

.GD

T 1

1/14

/03

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

10/24/2003

4

0.5

2"0

ASTM Sieve Size1/2"

Organic Content = 11.9%

3/4"

100

03-1033

Identification

0.8

Sand (%)

19.3

1 1/2" 1" 50

0.005

60

PE

RC

EN

T C

OA

RS

ER

(by

wei

gh

t)

File No.:

10

16

40

38.8

Clay (%)


30

20

20

SAND

30

10

100

CLAY

50

SILT

1/4"

90


40


ASTM D422

70


3/8" 8

80

200

Silt (%)

41.1

Hydrometer Analysis

50 5

GRAVEL

0.05

PE

RC

EN

T F

INE

R (b

y w

eig

ht)



SMSS-02

A-12Figure No.:

GR

AIN

SZ

01 0

3103

3R.G

PJ

GR

AIN

SZ

.GD

T 1

1/14

/03

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

10/24/2003

4

0.5

2"0

ASTM Sieve Size1/2"


3/4"

100

03-1033

Identification

0.0

Sand (%)

25.1

1 1/2" 1" 50

0.005

60

PE

RC

EN

T C

OA

RS

ER

(by

wei

gh

t)

File No.:

10

16

40

28.0

Clay (%)


30

20

20

SAND

30

10

100

CLAY

50

SILT

1/4"

90


40


ASTM D422

70


3/8" 8

80

200

Silt (%)

46.9

Hydrometer Analysis

50 5

GRAVEL

0.05

PE

RC

EN

T F

INE

R (b

y w

eig

ht)



SMSS-03

A-13Figure No.:

GR

AIN

SZ

01 0

3103

3R.G

PJ

GR

AIN

SZ

.GD

T 1

1/14

/03

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

10/24/2003

4

0.5

2"0

ASTM Sieve Size1/2"


3/4"

100

03-1033

Identification

0.0

Sand (%)

7.2

1 1/2" 1" 50

0.005

60

PE

RC

EN

T C

OA

RS

ER

(by

wei

gh

t)

File No.:

10

16

40

42.1

Clay (%)


30

20

20

SAND

30

10

100

CLAY

50

SILT

1/4"

90


40


ASTM D422

70


3/8" 8

80

200

Silt (%)

50.7

Hydrometer Analysis

50 5

GRAVEL

0.05

PE

RC

EN

T F

INE

R (b

y w

eig

ht)



SMSS-04

A-14Figure No.:

GR

AIN

SZ

01 0

3103

3R.G

PJ

GR

AIN

SZ

.GD

T 1

1/14

/03

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

43.00.0 2.9

Clay (%)Sand (%)

PE

RC

EN

T F

INE

R (b

y w

eig

ht)



0.05EFFECTIVE PARTICLE SIZE (mm)

1 1/2" 1"

5

70

09/12/2003

60

3/4"

100

CLAY

4ASTM Sieve Size

30

SAND

200

PE

RC

EN

T C

OA

RS

ER

(by

wei

gh

t)

54.1

Silt (%)Depth (ft.)

0.5

16

Date:

50

03-1033

1008 10 50

GRAIN SIZE ANALYSIS

40

0

80

40

Boring No.

SILT

1/4"

A-15Figure No.:

20

20

50

2"

15.0 - 17.0

Gravel (%)

GRAVEL

30

90

10

Hydrometer Analysis1/2" 3/8"

0.005

File No.:

BJW-2


ASTM D422

GR

AIN

SZ

031

033R

.GP

J G

RA

INS

Z.G

DT

11/

14/0

3

0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110

10.00.0 76.8

Clay (%)Sand (%)

PE

RC

EN

T F

INE

R (b

y w

eig

ht)



0.05EFFECTIVE PARTICLE SIZE (mm)

1 1/2" 1"

5

70

09/15/2003

60

3/4"

100

CLAY

4ASTM Sieve Size

30

SAND

200

PE

RC

EN

T C

OA

RS

ER

(by

wei

gh

t)

13.2

Silt (%)Depth (ft.)

0.5

16

Date:

50

03-1033

1008 10 50

GRAIN SIZE ANALYSIS

40

0

80

40

Boring No.

SILT

1/4"

A-16Figure No.:

20

20

50

2"

11.0 - 13.0

Gravel (%)

GRAVEL

30

90

10

Hydrometer Analysis1/2" 3/8"

0.005

File No.:

BJW-4


ASTM D422

GR

AIN

SZ

031

033R

.GP

J G

RA

INS

Z.G

DT

11/

14/0

3

APPLIED AXIAL STRESS (tsf)V

OID

RA

TIO

(e)

CO

EF

FIC

IEN

T O

F C

ON

SO

LID

AT

ION

- C

v (f

t. s

q./d

ay)

CONSOLIDATION TESTSAMPLE IDENTIFICATION

BORING NO.:DEPTH (feet):MATERIAL:

FILE NO.:

CLASSIFICATION DATA

INITIAL MOISTURE CONTENT (%) =INITIAL DRY DENSITY (lbs./cu.ft.) =FINAL MOISTURE CONTENT (%) =

FIGURE NO.:Soil Testing Engineers, Inc.

STE

0.95

0.90

0.85

0.80

0.75

0.70

0.65

0.60

0.55

0.50

0.45

0.40 0

0.25

0.50

0.75

1.00

1.25

1.00

BJW-19-11

Gray SILTY CLAY

03-1033 A-17

36.780.629.2

LL = 49PL = 20PI = 29


OID

RA

TIO

(e)

CO

EF

FIC

IEN

T O

F C

ON

SO

LID

AT

ION

- C

v (f

t. s

q./d

ay)



FILE NO.:

CLASSIFICATION DATA



STE

1.4

1.3

1.2

1.1

1.0

0.9

0.8

0.7

0.6

0.5

0.4

0.3 0.05

0.10

0.15

0.20

0.25

1.5

BJW-138-40

Dark gray CLAY

03-1033 A-18

54.465.236.1

LL = 87PL = 30PI = 57


OID

RA

TIO

(e)

CO

EF

FIC

IEN

T O

F C

ON

SO

LID

AT

ION

- C

v (f

t. s

q./d

ay)



FILE NO.:

CLASSIFICATION DATA



STE

1.1

1.0

0.9

0.8

0.7

0.6

0.5

0.4

0.3

0.2

0.1

0.0 0

0.02

0.04

0.06

0.08

0.10

1.2

BJW-223-25

Gray CLAYw/sand seams03-1033 A-19

38.774.332.6

LL = 60PL = 22PI = 38


OID

RA

TIO

(e)

CO

EF

FIC

IEN

T O

F C

ON

SO

LID

AT

ION

- C

v (f

t. s

q./d

ay)



FILE NO.:

CLASSIFICATION DATA



STE

0.81

0.80

0.79

0.78

0.77

0.76

0.75

0.74

0.73

0.72

0.71

0.70 0.5

1.0

1.5

2.0

2.5

0.82

BJW-411-13

Gray SILTY SANDw/clay layers03-1033 A-20

25.593.124.1


OID

RA

TIO

(e)

CO

EF

FIC

IEN

T O

F C

ON

SO

LID

AT

ION

- C

v (f

t. s

q./d

ay)



FILE NO.:

CLASSIFICATION DATA



STE

1.25

1.20

1.15

1.10

1.05

1.00

0.95

0.90

0.85

0.80

0.75

0.70 0.05

0.10

0.15

0.20

0.25

1.30

BJW-438-40

Gray CLAY

03-1033 A-21

46.274.325.3

LL = 71PL = 34PI = 37

Documents

APPENDIX D MARSH FILL AND CONTAINMENT … REPORT . STE Soil Testing Engineers, Inc. 1 ... Undrained Triaxial Compression Test t1: ... Sand = 3%, Silt = 54%, Clay = 43% CS: