View
218
Download
3
Category
Preview:
Citation preview
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
STESoil Testing Engineers, Inc.
2
GELOGIC MAPPINGLOUISIANA DEPARTMENT OF NATURAL
RESOURCES
PASS CHALAND TO GRAND BAYOU PASS
BARRIER SHORELINE RESTORATION
(BAY JOE WISE) PROJECT BA-35
BJW-1BJW-2
BJW-3
BJW-4
STESoil Testing Engineers, Inc.
3
BORING PLAN
SJB GROUP, INC.
PASS CHALAND TO GRAND BAYOU PASS
BARRIER SHORELINE RESTORATION(BAY JOE WISE)PROJECT BA-35
LOUISIANA DEPARTMENT OF NATURAL RESOURCES
STESoil Testing Engineers, Inc.
4
SOIL PROFILE
SJB GROUP, INC.
PASS CHALAND TO GRAND BAYOU PASS
BARRIER SHORELINE RESTORATION(BAY JOE WISE)PROJECT BA-35
LOUISIANA DEPARTMENT OF NATURAL RESOURCES
S.F. = 2.0
S.F. = 1.8
S.F. = 1.6
STESoil Testing Engineers, Inc.
5
SJB GROUP, INC.
PASS CHALAND TO GRAND BAYOU PASS
BARRIER SHORELINE RESTORATION(BAY JOE WISE)PROJECT BA-35
LOUISIANA DEPARTMENT OF NATURAL RESOURCES
2 FEET WATER, 2 FEET FREEBOARDSTABILITY ANALYSES
S.F. = 1.4
S.F. = 1.2
S.F. = 1.6
STESoil Testing Engineers, Inc.
6
SJB GROUP, INC.
PASS CHALAND TO GRAND BAYOU PASS
BARRIER SHORELINE RESTORATION(BAY JOE WISE)PROJECT BA-35
LOUISIANA DEPARTMENT OF NATURAL RESOURCES
2 FEET WATER, 4 FEET FREEBOARDSTABILITY ANALYSES
S.F. = 2.0
S.F. = 1.8
S.F. = 1.5
STESoil Testing Engineers, Inc.
7
SJB GROUP, INC.
PASS CHALAND TO GRAND BAYOU PASS
BARRIER SHORELINE RESTORATION(BAY JOE WISE)PROJECT BA-35
LOUISIANA DEPARTMENT OF NATURAL RESOURCES
4 FEET WATER, 2 FEET FREEBOARDSTABILITY ANALYSES
S.F. = 1.4
S.F. = 1.3
S.F. = 1.1
STESoil Testing Engineers, Inc.
8
SJB GROUP, INC.
PASS CHALAND TO GRAND BAYOU PASS
BARRIER SHORELINE RESTORATION(BAY JOE WISE)PROJECT BA-35
LOUISIANA DEPARTMENT OF NATURAL RESOURCES
4 FEET WATER, 4 FEET FREEBOARDSTABILITY ANALYSES
S.F. = 1.9
S.F. = 1.6
S.F. = 1.4
STESoil Testing Engineers, Inc.
9
SJB GROUP, INC.
PASS CHALAND TO GRAND BAYOU PASS
BARRIER SHORELINE RESTORATION(BAY JOE WISE)PROJECT BA-35
LOUISIANA DEPARTMENT OF NATURAL RESOURCES
8 FEET WATER, 2 FEET FREEBOARDSTABILITY ANALYSES
S.F. = 1.4
S.F. = 1.3
S.F. = 1.1
STESoil Testing Engineers, Inc.
10
SJB GROUP, INC.
PASS CHALAND TO GRAND BAYOU PASS
BARRIER SHORELINE RESTORATION(BAY JOE WISE)PROJECT BA-35
LOUISIANA DEPARTMENT OF NATURAL RESOURCES
8 FEET WATER, 4 FEET FREEBOARDSTABILITY ANALYSES
STESoil Testing Engineers, Inc.
11
AREA FILL: WATER DEPTH 0 FT.TIME-SETTLEMENT CURVES
WITHOUT GEOLOGIC SUBSIDENCE
WITH GEOLOGIC SUBSIDENCE
SJB GROUP, INC.
PASS CHALAND TO GRAND BAYOU PASS
BARRIER SHORELINE RESTORATION(BAY JOE WISE)PROJECT BA-35
LOUISIANA DEPARTMENT OF NATURAL RESOURCES
STESoil Testing Engineers, Inc.
12
AREA FILL: WATER DEPTH 2 FT.TIME-SETTLEMENT CURVES
WITHOUT GEOLOGIC SUBSIDENCE
WITH GEOLOGIC SUBSIDENCE
SJB GROUP, INC.
PASS CHALAND TO GRAND BAYOU PASS
BARRIER SHORELINE RESTORATION(BAY JOE WISE)PROJECT BA-35
LOUISIANA DEPARTMENT OF NATURAL RESOURCES
STESoil Testing Engineers, Inc.
13
AREA FILL: WATER DEPTH 4 FT.TIME-SETTLEMENT CURVES
WITHOUT GEOLOGIC SUBSIDENCE
WITH GEOLOGIC SUBSIDENCE
SJB GROUP, INC.
PASS CHALAND TO GRAND BAYOU PASS
BARRIER SHORELINE RESTORATION(BAY JOE WISE)PROJECT BA-35
LOUISIANA DEPARTMENT OF NATURAL RESOURCES
STESoil Testing Engineers, Inc.
14
AREA FILL: WATER DEPTH 6 FT.TIME-SETTLEMENT CURVES
WITHOUT GEOLOGIC SUBSIDENCE
WITH GEOLOGIC SUBSIDENCE
SJB GROUP, INC.
PASS CHALAND TO GRAND BAYOU PASS
BARRIER SHORELINE RESTORATION(BAY JOE WISE)PROJECT BA-35
LOUISIANA DEPARTMENT OF NATURAL RESOURCES
STESoil Testing Engineers, Inc.
15
AREA FILL: WATER DEPTH 8 FT.TIME-SETTLEMENT CURVES
WITHOUT GEOLOGIC SUBSIDENCE
WITH GEOLOGIC SUBSIDENCE
SJB GROUP, INC.
PASS CHALAND TO GRAND BAYOU PASS
BARRIER SHORELINE RESTORATION(BAY JOE WISE)PROJECT BA-35
LOUISIANA DEPARTMENT OF NATURAL RESOURCES
STESoil Testing Engineers, Inc.
16
AREA FILL: WATER DEPTH 10 FT.TIME-SETTLEMENT CURVES
WITHOUT GEOLOGIC SUBSIDENCE
WITH GEOLOGIC SUBSIDENCE
SJB GROUP, INC.
PASS CHALAND TO GRAND BAYOU PASS
BARRIER SHORELINE RESTORATION(BAY JOE WISE)PROJECT BA-35
LOUISIANA DEPARTMENT OF NATURAL RESOURCES
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
Water to Mudline 7 ft.Deck to Water 5 ft.
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.
Boring completed at 33 ft.
40
29
47
41
52
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' 14.5"Long. 89o 42' 32.6"Mudline at -2.1 NAVD
4" Dia. Rotary Wash:0 to 33 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-2
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 = 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
Water to Mudline 7 ft.Deck to Water 5 ft.
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/sand seams at 23 to 25 ft.
-- w/silt seams at 28 to 30 ft.
-- w/sand seams at 33 to 35 ft.
Boring completed at 33 ft.
44
46
56
69
59
57
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' 05.7"Long. 89o 41' 59.9"Mudline at -1.5 NAVD
4" Dia. Rotary Wash:0 to 33 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-3
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 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
Water to Mudline 7 ft.Deck to Water 5 ft.
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.
-- w/sand seams at 33 to 35 ft.
Boring completed at 33 ft.
31
32
33
59
41
41
56
59
46
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 17' 56.1"Long. 89o 41' 27.9"Mudline at -2.9 NAVD
4" Dia. Rotary Wash:0 to 33 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-4
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
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
ASTM Sieve Size1/2"3/4"
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
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-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
ASTM Sieve Size1/2"3/4"
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
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-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
ASTM Sieve Size1/2"3/4"
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
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-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
ASTM Sieve Size1/2"3/4"
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
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-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
ASTM Sieve Size1/2"3/4"
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
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-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
ASTM Sieve Size1/2"3/4"
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
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
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
ASTM Sieve Size1/2"3/4"
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
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
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
ASTM Sieve Size1/2"3/4"
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 (%)
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
200
Silt (%)
50.5
Hydrometer 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
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 (%)
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
200
Silt (%)
37.0
Hydrometer 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
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 (%)
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
200
Silt (%)
32.5
Hydrometer 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
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 (%)
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
200
Silt (%)
41.1
Hydrometer 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
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"
Organic Content = 5.6%
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 (%)
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
200
Silt (%)
46.9
Hydrometer 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
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"
Organic Content = 6.2%
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 (%)
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
200
Silt (%)
50.7
Hydrometer 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
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)
Pass Chaland to GrandBayou Pass
Barrier ShorelineRestoration
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
LELAP Certificate No. 02052
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)
Pass Chaland to GrandBayou Pass
Barrier ShorelineRestoration
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
LELAP Certificate No. 02052
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
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
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
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
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
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
0.81
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
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
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
Recommended