DRAWINGS6.pdf
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- W912P8-15-R-0048
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DRAWING NO. 6
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|---|---|---|
| A22_Amendment_0002_(W912P8-15-R-0048).pdf | ||
| A22_Amendment_0001_(W912P8-15-R-0048-0001).pdf | ||
| DRAWINGS4.pdf | ||
| DRAWINGS1.pdf | ||
| DRAWINGS2.pdf | ||
| DRAWINGS3.2.pdf | ||
| DRAWINGS7.pdf | ||
| 385-1-1.PDF | ||
| DRAWINGS3.pdf | ||
| DRAWINGS5.pdf | ||
| DRAWINGS8.pdf | ||
| DRAWINGS3.1.pdf | ||
| SUMMARY.pdf | ||
| specs.pdf |
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U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
B-001
H -4 -4
B -0
L
G N .d g n
V
IC
K S
B U
R G D
IS
T R
IC
T
B J
D
M
IC
H A
E L V
H A
N K
S P .E
J R
H
R Y
A N P
G O
E T
Z
S T L
O U
IS
D
IS
T R
IC
T
S O
IL
B
O R
IN
G L
E G
E N
D
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
S T
O V
E N
IC
E
N O
V -0
B
P L
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
F L
O W P
R E
V E
N T
IO
N A
T H
A Y
E S G
A
IN
A R
D W
O O
D S P
S W
P -1
-R -0
Are values of cohesion in lbs./sq.ft. from unconfined compression tests with a 30’’ drop
** Results of these tests are available for inspection in the U.S. Army Engineer District soil is finer, and 90% coarser than D .
Office, if these symbols appear beside the boring logs on the drawings.
In parenthesis are driving resistances in blows per foot determined with a
Where underlined with a solid line denotes laboratory permeability in centimeters per second of undisturbed sample
The D size of a soil is the grain diameter in millimeters of which 10% of the
Where underlined with a dashed line denotes laboratory permeability in centmeters per second of sample remoulded to the estimated natural void ratio
" I.D., 2’’ O.D.) and a 140 lb. driving hammer8 standard split spoon sampler (1
FIGURES TO RIGHT OF BORING
Ground-water surface and date observed
Denotes location of consolidation test **
Denotes location of unconsolidated-undrained triaxial compression test ** the above three types of shear test
Denotes free water encountered in boring or sample
C
S
R
Q
T
FW
Denotes location of consolidated-drained direct shear test
Denotes location of consolidated-undrained triaxial compression test
Denotes location of sample subjected to consolidation test and each of
SYMBOLS TO LEFT OF BORING
ON PLOT TO RIGHT OF BORING LOG: ATTERBERG LIMITS
FIGURES TO LEFT OF GENERAL TYPE BORING UNDER COLUMN ’’ W OR D ’’
NOTES:
w P w N w L
Are natural water contents in percent dry weight
*10 When underlined denotes D size in mm
DESCRIPTIVE SYMBOLS
NOTE: Soils possessing characteristics of two groups are designated by combinations of group symbols.
M o re t h a n h a lf t h e m a te ri a l is s m a ll e r th a n N o s ie v e s iz e
50)
(Liquid Limit
(Liquid Limit
50)
M o re t h a n h a lf o f m a te ri a l is l a rg e r th a n N o s ie v e s iz e
M o re t h a n h a lf o f c o a rs e f ra c ti o n i s s m a ll e r th a n N o s ie v e s iz e
M o re t h a n h a lf o f c o a rs e f ra c ti o n i s la rg e r th a n N o s ie v e s iz e
(Little or
No fines)
(Appreciable
Amount of Fines)
(Little or
No Fines)
(Appreciable
Amount of
Fines)
CLEAN
GRAVEL
GRAVEL
WITH FINES
CLEAN
SAND
SANDS
WITH FINES
SILTS AND
CLAYS
SILTS AND
CLAYS
VERY SOFT
SOFT
MEDIUM
STIFF
VERY STIFF
HARD
250-500
500-1000
1000-2000
2000-4000
So vSo
M
St vSt
H
CONSISTENCY SYMBOL
CONSISTENCY
FOR COHESIVE SOILS
COHESION IN LBS./SQ.FT. FROM
UNCONFINED COMPRESSION TEST
MODIFICATIONS
MODIFICATION SYMBOL
F
M
C
Traces
Fine
Medium
Coarse cc
Rootlets rt
Lignite fragments lg
Shale fragments sh
Sandstone fragments sds
Shell fragments slf
Organic matter O
Clay strata or lenses CS
Silt strata or lenses SIS
Sand strata or lenses SS
Sandy S
Gravelly G
Boulders B
Slickensides SL
Wood Wd
Oxidized Ox
Concretions
TrTAN
YELLOW
RED
T
Y
R
BLACK BK
IGr
BROWN
LIGHT BROWN
DARK BROWN dBr
IBr
Br dGr
Gr
GREEN
BLUE
Gn
Bl
BLUE-GREEN
WHITE Wh
MOTTLED Mot
LIGHT GRAY
DARK GRAY
BROWNISH-GRAY
GREENISH-GRAY
GRAYISH-GREEN
GRAYISH-BROWN
GRAY
brGr gyBr gnGr gyGn
BlGn
COLOR SYMBOL
COLOR
PLASTICITY CHART
For classification of fine-grained soils in accordance with ASTM D 2487
P I.
P
L A
S T
IC
IT
Y I
N D
E X
0 20 40 60 80 100
MH OHOR
ORML OL
L.L.-LIQUID LIMIT
CL-ML
C L O
L
C H
O R
O R
"A " L
IN
E
"U
LI
N E
GRAVEL,Well Graded,gravel-sand mixtures,little or no fines
GRAVEL,Poorly Graded,gravel-sand mixtures,little or no fines
SILTY GRAVEL,gravel-sand-silt mixtures
CLAYEY GRAVEL,gravel-sand-clay mixtures
SAND,Well-Graded,gravelly sands
SAND,Poorly-Graded,gravelly sands
SILTY SAND,sand-silt mixtures
CLAYEY SAND,sand-clay mixtures
SILT & very fine sand,silty or clayey fine sand or clayey silt with slight plasticity
LEAN CLAY,Sandy Clay,Silty Clay,of low to medium plasticity
ORGANIC SILTS,and organic silty clays of low plasticity
SILT,fine sandy or silty soil with high plasticity
FAT CLAY,inorganic clay of high plasticity
ORGANIC CLAYS of medium to high plasticity,organic silts
PEAT,and other highly organic soil
WOOD
SHELLS
No Sample Retrieved
C O
A R
S E G
R A
IN
E D
S
O
IL
S
S A
N D
S G
R A
V E
L S
MAJOR DIVISION TYPE
LETTER
SYMBOL
SYM
BOL TYPICAL NAMES
GW
GP
GM
GC
SW
SP
SM
SC
ML
CL
OL
MH
CH
OH
Pt
Wd
SI
NSNO SAMPLE
SHELLS
WOOD
HIGHLY ORGANIC SOILS
UNIFIED SOIL CLASSIFICATION
F
IN
E -G
R A
IN
E D S
O
IL
S
While the borings are representative of subsurface conditions at their respective locations and for their respec-on the dates shown. Absence of water surface data on certain borings indicates that no ground-water data are if encountered, such variations will not be considered as differing materially within the purview of the contract locations or within the vertical reaches of such borings.
Consistency of cohesive soils shown on the boring logs is based on driller’s log and visual examination and
1.
2.
3.
4.
clause entitled ’’Differing Site Conditions’’.
Ground-water elevations shown on the boring logs represent ground-water surfaces encountered in such borings
Unless otherwise noted:
a. Undisturbed borings, indicated by the letter "U", are taken with a 5’’ I.D. Piston Type Sampler.
tive vertical reaches, local variations characteristic of the subsurface materials of the region are anticipated and, available from the boring but does not necessarily mean that ground-water will not be encountered at the is approximate, except within those vertical reaches of the borings where shear strengths from unconfined compression tests are shown.
" I.D. Tube Sampler8
b. General type borings are taken with a 1
" I.D. Split Spoon Sampler.8 and/or a 1
TYPICAL NOTES:
TEST DATA
WATER CONTENT
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
Y
IN
D E
X
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
N E
"U
L
IN
E
0.2
0.4
0.6
0.8
NORMAL STRESS, T.S.F.
SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
E A
R
R E
N G
T H
T .S .F
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
vSt Br vSt T&Gr vSt,S,CS,O vSt,CS,O,S Br vSt,S T&Br vSt,rt,CS
St,rt,CS T
M,O dBr Br
SS M,O dBr
M,SlS
M,SS
So,SlS,SS,O
SS So,CS
CS
M,SS
Gr
M,O dGr M,O
M Gr 148wL
,1
O M dGr
St 209 O M dBr
M,SS,CS
CS
SS
M
SS
M
M,SS
M
M,SL
SlS
M,slf,O
CS,slf
CS
M,S
SlS
M So M,SlS M,SlS,cc
M,CS
M,SS
SS M,CS
M,SlS,SS
SlS
M,SS
SS CS,O
M,CS,S
SS
M,CS
CS
O
0999 CS
CS
M,SS,SL
M,S,SL
SlS M,SL
M,SS
CS,O
O
O,CS
CS
M,CS
SlS M
Gr
BOR. NOV-06-9U (0022-0062)
STA. N 29°30’51.27" W 89°43’56.73"
Date: 07/04/2008
GROUND EL. 12.8W or D10
-10
-20
-30
-40
-50
-60
-70
-80
E L
E V
A T
IO
N
IN
F E
E
.A .V .D
Q
165wP 425wL225wN
,2
Q
Q
Q
Q
Q
Q
148wL
,1
C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
S T
O V
E N
IC
E
N O
V -0
B
P L
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
F L
O W P
R E
V E
N T
IO
N A
T H
A Y
E S G
A
IN
A R
D W
O O
D S P
S W
P -1
-R -0
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
V
IC
K S
B U
R G D
IS
T R
IC
T
J R
H B J
D
H -4 -4
B -7
B O
R .d g n
S T L
O U
IS
D
IS
T R
IC
T
R Y
A N P
G O
E T
Z
N O
V
U
NOTES:
2. FOR SOIL BORING LEGEND SEE SHEET B-001.
1. SEE SHEETS G-101 THROUGH G-103 FOR LOCATION OF BORINGS.
IL
B
O R
IN
G L
O G
T E
N N
E S
S E
E G
A S P
IP
E L
IN
E C
R O
S S
IN
G
B-701
M
IC
H A
E L V
H A
N K
S P .E
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
Y
IN
D E
X
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
N E
"U
L
IN
E
0.2
0.4
0.6
0.8
NORMAL STRESS, T.S.F.
SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
E
R E
N G
T H
T .S .F
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
T SlS M,SS,Wd
O M,SlS,Wd Gr
So,Wd,rt 418 vSo,S,Wd,O dGr 194
0999 SS
M
CS
SS vSo vSo,SlS,SS vSo
SS
So vSo,SS
SlS So,slf
So,SlSO So,SlS,Wd So,Wd,cc,O
SlS So,O,Wd,cc
So,O
O So,Wd So,SL,cc
So,cc,WdSlS
So So,cc So
So,WdSlS
M,SS,cc
So,CS,cc
0999 CS
cc Wd
CS
Wd
CS
CS,slf,Wd St,S,SL
CS
CS,Wd
CS
CS,Wd
Wd
So,CS,Wd Wd Wd,cc Wd
0999 Wd,CS Wd slf
M,CS,Wd St,CS,S,Wd M,Wd
M,CS,S,Wd
Gr
BOR. NOV-06-10U (0022-0062)
STA. N 29°30’51.66" W 89°43’56.26"
Offset 50’ from C/L
Date: 07/05/2008
GROUND EL. -1.9W or D100
-10
-20
-30
-40
-50
-60
-70
-80
E L
E V
A T
IO
N
E
.V .D
Q
Q
Q
Q
Q
Q
Q
C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
S T
O V
E N
IC
E
N O
V -0
B
P L
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
F L
O W P
R E
V E
N T
IO
N A
T H
A Y
E S G
A
IN
A R
D W
O O
D S P
S W
P -1
-R -0
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
V
IC
K S
B U
R G D
IS
T R
IC
T
J R
H B J
D
H -4 -4
B -7
B O
R .d g n
S T L
O U
IS
D
IS
T R
IC
T
R Y
A N P
G O
E T
Z
NOTES:
IL
B
O R
IN
G L
O G
M
IC
H A
E L V
H A
N K
S P .E
B-702
T E
N N
E S
S E
E G
A S P
IP
E L
IN
E C
R O
S S
IN
G
N O
V
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
Y
IN
D E
X
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
N E
"U
L
IN
E
0.2
0.4
0.6
0.8
NORMAL STRESS, T.S.F.
SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
E
R E
N G
T H
T .S .F
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
CS
St,CS,S T
CS,rt
CS,Wd So,SlS,Wd 153 vSo,Wd vSo,Wd,rt O vSo,SlS,Wd vSo,SS,Wd,O vSo,S,CS
CS,Wd
CS
vSo,CS,O So,SS vSo,SS vSo,SS,Wd vSo,slf So So,slf
So So,SS,slf
SlS
So
CS
M,SS
CS
So,SS,Wd
0999 CS,Wd So,SS
CS
So,SS
0.1058 CS
So,SS vSo
Gr
(10)
BOR. NOV-06-11U (0022-0062)
STA. N 29°30’43.44" W 89°43’50.05"
Offset 65’ from C/L
Date: 07/14/2008
GROUND EL. 2.9W or D10
-10
-20
-30
-40
-50
E L
E V
A T
IO
N
E
.V .D
Q
Q
Q
Q
Q
Q
C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
S T
O V
E N
IC
E
N O
V -0
B
P L
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
F L
O W P
R E
V E
N T
IO
N A
T H
A Y
E S G
A
IN
A R
D W
O O
D S P
S W
P -1
-R -0
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
V
IC
K S
B U
R G D
IS
T R
IC
T
J R
H B J
D
H -4 -4
B -7
B O
R .d g n
S T L
O U
IS
D
IS
T R
IC
T
R Y
A N P
G O
E T
Z
NOTES:
2. FOR SOIL BORING LEGEND SEE SHEET B-001.
1. SEE SHEETS C-101 THROUGH C-103 FOR LOCATION OF BORINGS.
S O
IL
B
O R
IN
G L
O G
M
IC
H A
E L V
H A
N K
S P .E
B-703
T E
N N
E S
S E
E G
A S P
IP
E L
IN
E C
R O
S S
G
V
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
Y
IN
D E
X
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
N E
"U
L
IN
E
0.2
0.4
0.6
0.8
NORMAL STRESS, T.S.F.
SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
E
R E
N G
T H
T .S .F
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
vSt,rt vSt,rt T&Gr
SlS St,rt T&Br
SlS vSt,O T&Gr
M,rt Br
M,rt M,O,rt
SlS
M,O,S
O M,SlS,rt
M,O,rt,Wd
Gr
M,rt,O Gr&dGr
M,Wd,rtO M,rt,Wd
Gr
No Sample M
O M,SlS
SlS M,O,rt
CS
CS
CS
M,SlS,SS
M,SS
M M,slf
M
SlS
M,SS
CS
SS M
So,SlS
SS
So
0.1068
CS
CS
0.0773
(23)
(21)
(22)
(29)
(35)
(20)
(26)
(10)
M,S
M,S,cc M,S
M,SS
M,S
St,S,cc
SS St
CS
St,S,cc
Gr
BOR. NOV-06-12U (0022-0062)
STA. N 29°30’43.87" W 89°43’49.54"
Date: 07/15/2008
GROUND EL. 12.2W or D10
-10
-20
-30
-40
-50
-60
-70
-80
E L
E V
A T
IO
N
E
.V .D
Q
Q
Q
Q
Q
Q
Q
Q
C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
S T
O V
E N
IC
E
N O
V -0
B
P L
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
F L
O W P
R E
V E
N T
IO
N A
T H
A Y
E S G
A
IN
A R
D W
O O
D S P
S W
P -1
-R -0
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
V
IC
K S
B U
R G D
IS
T R
IC
T
J R
H B J
D
H -4 -4
B -7
B O
R .d g n
S T L
O U
IS
D
IS
T R
IC
T
R Y
A N P
G O
E T
Z
NOTES:
N O
V
U
IL
B
O R
IN
G L
O G
M
IC
H A
E L V
H A
N K
S P .E
B-704
T E
N N
E S
S E
E G
A S P
IP
E L
IN
E C
R O
S S
G
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
Y
IN
D E
X
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
N E
"U
L
IN
E
0.2
0.4
0.6
0.8
NORMAL STRESS, T.S.F.
SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
E
R E
N G
T H
T .S .F
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
St,slf,rt,S,Wd St,O,slf,S Gr&T
M,S,slf Gr
So,rt,slf So,Wd,rt 159180wL
,1
So,rt O
So,Wd,rt,slf dGr
So,Wd,rt BK&dGr 259 So,O,SlS dGr 155wL
,9
SlS vSo,O,Wd
CS
CS,slf So,SS So,SlS vSo
SS
So
SlS
So,SL So So,Wd So,SlS,O,Wd
0999 CS,slf (13)
M,S (9)
(14)
0.0909 (12)
(10)
0.1091 (12)
M,S (6)
(13)
0.0922 (18) slf (16)
(13)
0.0791 (20)
CS (15)
0.0857 (24)
(13)
(23)
0.0916 (24)
So,S (6)
M,SlS
SlS St,SL
St
St,SlS,SL
St,SlS,SL
St,SlS,SL
St,SL SlS vSt,SL
St,SL
SlS St,O,slf,SL
St,CS,slf St,SL St,SlS,slf,SL
St,S,slf
Gr
St,S,slf Gr&lg(21)
SS St gnGr(7)
T&Gr(12)
SlS rt (29)
St,S (8)
St,S,rt
Gr
(28)
BOR. TNG-1-11U (10-017033)
STA. N 29°30’48.35" W 89°43’54.33"
Date: 02/24/2011
GROUND EL. 2.2W or D10
-10
-20
-30
-40
-50
-60
-70
-80
-90
-100
-110
-120
-130
-140
-150
E L
E V
A T
IO
N
E
.V .D
394wL297wN
,2
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
0.84Q
0.93Q
1.10Q
1.096
0.98Q
0.97Q
180wL142wN
,1
C
155wL
,9
C
C
C
C
C
C
3.530C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
S T
O V
E N
IC
E
N O
V -0
B
P L
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
F L
O W P
R E
V E
N T
IO
N A
T H
A Y
E S G
A
IN
A R
D W
O O
D S P
S W
P -1
-R -0
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
V
IC
K S
B U
R G D
IS
T R
IC
T
J R
H B J
D
H -4 -4
B -7
B O
R .d g n
S T L
O U
IS
D
IS
T R
IC
T
R Y
A N P
G O
E T
Z
NOTES:
IL
B
O R
IN
G L
O G
M
IC
H A
E L V
H A
N K
S P .E
B-705
T E
N N
E S
S E
E G
A S P
IP
E L
IN
E C
R O
S S
IN
G
T N
G -1 -1
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
B-706
V
IC
K S
B U
R G D
IS
T R
IC
T
J R
H B J
D
H -4 -4
B -7
B O
R .d g n
S T L
O U
IS
D
IS
T R
IC
T
R Y
A N P
G O
E T
Z
NOTES:
IL
B
O R
IN
G L
O G
M
IC
H A
E L V
H A
N K
S P .E
H A
Y E
S P
U M
P S
T A
T
IO
N
N O
V -0
-2
U
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
S T
O V
E N
IC
E
N O
V -0
B
P L
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
F L
O W P
R E
V E
N T
IO
N A
T H
A Y
E S G
A
IN
A R
D W
O O
D S P
S W
P -1
-R -0
TEST DATA
WATER CONTENT
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
Y
IN
D E
X
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
N E
"U
L
IN
E
0.2
0.4
0.6
0.8
NORMAL STRESS, T.S.F.
SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
E
R E
N G
T H
T .S .F
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
vSt,CS vSt,CS,rt,Wd Gr vSt,SlS
SlS vSt Br vSt,CS,slf vSt,CS vSt,CS,slf
T
SlS vSt,Wd Br&T vSt,SlS,cc Gr&T vSt,CS,rt vSt,S,rt CS,rt,Wd CS,rt
0999 CS,rt,Wd,cc
CS,slf,rt,O So,rt,O,slf
SS
M,O,Wd
CS
So,SS,Wd,O
O
M,Wd
SS M,O,Wd
CS
CS
0999 CS,S
CS
SS M
So,SS
M,SS
M
SlS
So M,O,SS,slf,Wd M,SlS,Wd
M,cc,Wd M
O M,Wd
M M,Wd
SlS
M M,O,Wd
M,Wd,cc CS,cc,Wd M,SS,cc,Wd
M,Wd,ccSlS
M So,SS
M,CS
SS,CS
CS
0999 CS,Wd
CS
CS,Wd
SS M,cc
0999 S
CS,Wd
So (7)
SlS
M
CS
M,CS
M,SlS
SlS
M
Gr
BOR. NOV-06-21U (0022-0062)
STA. N 29°30’03.55" W 89°43’17.41"
Date: 11/03/2008
GROUND EL. 13.5W or D10
-10
-20
-30
-40
-50
-60
-70
-80
E L
E V
A T
IO
N
E
.V .D
1.42Q
1.415
1.69Q
1.691
Q
Q
160wL
,1
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
B-707
V
IC
K S
B U
R G D
IS
T R
IC
T
J R
H B J
D
H -4 -4
B -7
B O
R .d g n
S T L
O U
IS
D
IS
T R
IC
T
R Y
A N P
G O
E T
Z
NOTES:
2. FOR SOIL BORING LEGEND SEE SHEET B-001.
1. SEE SHEETS G-101 THROUGH G-103 FOR LOCATION OF BORINGS.
H A
Y E
S P
U M
P S
T A
T
IO
IL
B
O R
IN
G L
O G
M
IC
H A
E L V
H A
N K
S P .E
N O
V -0
-2
U
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
S T
O V
E N
IC
E
N O
V -0
B
P L
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
F L
O W P
R E
V E
N T
IO
N A
T H
A Y
E S G
A
IN
A R
D W
O O
D S P
S W
P -1
-R -0
TEST DATA
WATER CONTENT
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
Y
IN
D E
X
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
N E
"U
L
IN
E
0.2
0.4
0.6
0.8
NORMAL STRESS, T.S.F.
SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
E
R E
N G
T H
T .S .F
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
vSt,rt,slf St,rt,slf Br
M,rt,O dGr
149O vSo,Wd,rt dBr
So,S,O
SS So
CS
CS
So,SlS
So,CS
So,SS
So
SlS
So,Wd,slf So,slf
So,cc So,slf 157 So,WdO So,SlS
So,O SoSlS So,SS So
So,cc,O So So,Wd,slf M,Wd
SlS M,cc M,CS,rt So,CS,rt M,CS,rt,cc
So,CS
O So,SlS,SS
SS
So,CS
CS
CS
So,CS
CS
O
0.0897
O,rt
O
O
M,O,CS
St,CS
M
Gr
BOR. NOV-06-22U (0022-0062)
STA. N 29°30’04.03" W 89°43’16.76"
Offset 70’ from C/L
Date: 07/22/2008
GROUND EL. -2.8W or D10
-10
-20
-30
-40
-50
-60
-70
-80
E L
E V
A T
IO
N
E
.V .D
151wL
1, Q
Q
Q
Q
Q
Q
Q
Q
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
Y
IN
D E
X
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
N E
"U
L
IN
E
0.2
0.4
0.6
0.8
NORMAL STRESS, T.S.F.
SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
E
R E
N G
T H
T .S .F
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
NOTES
w
ATTERBERG LIMITS
w wP N L
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
St,rt,O,slf
M,slf,rt
M,O,slf,rt
M,S,O
Gr
So,rt,Wd
So,rtO
So,rt,Wd dGr
So,O So,SlS So
CS
So,CS
CS
SS So So,SS
So
SlS
So,slf
So 147O So,slf
So So,SlS,cc M,cc So,O,SlS
SlS So,cc So,S So,CS So
So,CS
CS
So,SS
So So,SlS,SL
So
M,SlS
M M,SlS,SL
M,SL
SlS
St,SlS,SL St,slf,SL
0.83
St,SLSlS St
St,SlS,SL St,SL
St,S,SL St,slf,SL St,S,SL
SlS St,SL CS,slf
0999 SlS,slf St,SS,slf
St,S,slf
CS,slf
Gr
SS Gr&gnGr
CS,Wd,rt,O (68)
St,rt
Gr
(10)
BOR. H-1-11U (10-017033)
STA. N 29°30’02.26" W 89°43’16.61"
Date: 03/01/2011
GROUND EL. 1.8W or D10
-10
-20
-30
-40
-50
-60
-70
-80
-90
-100
-110
-120
-130
-140
-150
E L
E V
A T
IO
N
E
.V .D
Q
169wL
,1
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
1.00Q
C
C
C
C
C
C
C
C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
S T
O V
E N
IC
E
N O
V -0
B
P L
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
F L
O W P
R E
V E
N T
IO
N A
T H
A Y
E S G
A
IN
A R
D W
O O
D S P
S W
P -1
-R -0
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
V
IC
K S
B U
R G D
IS
T R
IC
T
S T L
O U
IS
D
IS
T R
IC
T
NOTES:
2. FOR SOIL BORING LEGEND SEE SHEET B-001.
1. SEE SHEETS G-101 THROUGH G-103 FOR LOCATION OF BORINGS.
H A
Y E
S P
U M
P S
T A
T
IL
B
O R
IN
G L
O G
H -4 -4
B -7
B O
R
H -1 -1
U .d g n
M
IC
H A
E L V
H A
N K
S P .E
B-708
J R
H B J
D
R Y
A N P
G O
E T
Z
H -1 -1
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
Y
IN
D E
X
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
N E
"U
L
IN
E
0.2
0.4
0.6
0.8
NORMAL STRESS, T.S.F.
SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
E
R E
N G
T H
T .S .F
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
vSt,rt,slf
St,O,Wd,slf
Br
St,O,rt,Wd Gr&T SlS M,O,rt Gr rt lg&T
O M,Wd Gr&dGr
So SlS
M,O Gr
So,SS,O,Wd Gr&dGr
0.1439
So,SS So,SlS,O So,SlS,S
So,Wd,SSlS
So,O,Wd
Gr
O So,Wd
Gr&dGr
M,Wd 192 M,Wd,CS dBr
SlS So
0999 CS
M
M SlS
M,slf
CS,slf
0.1091 slf M,cc
SlS M,Wd
M,SlS,Wd
162O
M,Wd
M,O,Wd,cc
M,O,Wd M,SlS,cc,Wd
M,O,Wd M,SlS M,Wd
SlS M,cc M,cc
M,CS
So,SlS
M
CS
M,CS
SlS M M M,SlS
SS
SlS
SlS
M,SlS
M,SlS
M
Gr
BOR. NOV-06-85U (0022-0062)
STA. 421+ 00
Date: 07/17/2008
GROUND EL. 13.3W or D10
-10
-20
-30
-40
-50
-60
-70
-80
E L
E V
A T
IO
N
E
.V .D
Q
Q
Q
Q
Q
Q
Q
171wL
1, Q
Q
Q
Q
Q
12Q 13
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
S T
O V
E N
IC
E
N O
V -0
B
P L
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
F L
O W P
R E
V E
N T
IO
N A
T H
A Y
E S G
A
IN
A R
D W
O O
D S P
S W
P -1
-R -0
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
V
IC
K S
B U
R G D
IS
T R
IC
T
J R
H B J
D
H -4 -4
B -7
B O
R .d g n
S T L
O U
IS
D
IS
T R
IC
T
R Y
A N P
G O
E T
Z
NOTES:
2. FOR SOIL BORING LEGEND SEE SHEET B-001.
1. SEE SHEETS G-101 THROUGH G-103 FOR LOCATION OF BORINGS.
S O
IL
B
O R
IN
G L
O G
M
IC
H A
E L V
H A
N K
S P .E
B-709
G A
IN
A R
D W
O O
D S P
U M
P S
T A
T
IO
N
N O
V -0
-8
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
Y
IN
D E
X
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
N E
"U
L
IN
E
0.2
0.4
0.6
0.8
NORMAL STRESS, T.S.F.
SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
E
R E
N G
T H
T .S .F
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
St,rt dGr M,O,Wd,S Gr&T
M Gr&dGr 190O
M,Wd dGr&Gr M,Wd 183wP 514wL
,3
Wd,CS
CS
SS
vSo
SlS
SS
So slf,CS
SS M,slf
So SlS
So,slf So,Wd,slf
Gr
M,Wd
O M,slf,Wd
Gr&dGr 193wL
,1
M,Wd,cc M,Wd,cc,O
M,Wd,cc M,O,cc,Wd M,O,cc M,O,Wd,cc
SlS M,Wd M
M,CS
M
CS
M,SlS St
M,CS
SlS M M,cc
SlS
M,SlS
SlS M
Gr
BOR. NOV-06-86U (0022-0062)
STA. N 29°27’01.28" W 89°39’02.32"
Date: 07/18/2008
GROUND EL. -4.0W or D10
-10
-20
-30
-40
-50
-60
-70
-80
E L
E V
A T
IO
N
E
.V .D
Q
Q
Q
Q
Q
Q
Q
C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
S T
O V
E N
IC
E
N O
V -0
B
P L
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
F L
O W P
R E
V E
N T
IO
N A
T H
A Y
E S G
A
IN
A R
D W
O O
D S P
S W
P -1
-R -0
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
V
IC
K S
B U
R G D
IS
T R
IC
T
J R
H B J
D
H -4 -4
B -7
B O
R .d g n
S T L
O U
IS
D
IS
T R
IC
T
R Y
A N P
G O
E T
Z
NOTES:
2. FOR SOIL BORING LEGEND SEE SHEET B-001.
1. SEE SHEETS G-101 THROUGH G-103 FOR LOCATION OF BORINGS.
G A
IN
A R
D W
O O
D S P
U M
P S
T A
T
IO
N
S O
IL
B
O R
IN
G L
O G
M
IC
H A
E L V
H A
N K
S P .E
N O
V -0
-8
B-710
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
Y
IN
D E
X
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
N E
"U
L
IN
E
0.2
0.4
0.6
0.8
NORMAL STRESS, T.S.F.
SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
E
R E
N G
T H
T .S .F
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
CS T
M,SS,CS,slf Br
SlS M,rt,Wd Gr
CS,rt T&Gr
So,CS,rt,slf
So,O,Wd,rt vSo,Wd 161
So,Wd
Gr
So,rt,Wd lg 284 So,SlS,cc,rt So,SS,CS,cc
So,CS
0999 CS,O
CS
SS So,slf So,SS
SlS vSo,SS
CS,slf vSo,slf
SS
So,slf
CS,slf
SlS So,Wd So,SlS,Wd
O So,Wd
SS M,O,Wd M,Wd,SS
Gr
O M,Wd Gr&dGr 195 M
SlS M,S M
So
So,Wd,slf So,slf M,SlS,Wd
So,Wd So,O,cc So,O,cc,Wd CS,cc
CS
CS,cc
Gr
BOR. NOV-06-87U (0022-0062)
STA. 431 +00
Date: 07/16/2008
GROUND EL. 2.7W or D10
-10
-20
-30
-40
-50
E L
E V
A T
IO
N
E
.V .D
225wL161wN
,1
Q
Q
Q
Q
Q
194wL
,1
Q
Q
Q
C
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
S T
O V
E N
IC
E
N O
V -0
B
P L
A Q
U E
M
IN
E S P
A R
IS
H L
O U
IS
IA
N A
S C
O U
R P
R O
T E
C T
IO
N A
T T
E N
N G
A S P
IP
E L
IN
E
F L
O W P
R E
V E
N T
IO
N A
T H
A Y
E S G
A
IN
A R
D W
O O
D S P
S W
P -1
-R -0
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
N E
W O
R L E
A N
S L
O U
IS
IA
N A
N E
W O
R L E
A N
S D
IS
T R
IC
T
V
IC
K S
B U
R G D
IS
T R
IC
T
J R
H B J
D
H -4 -4
B -7
B O
R .d g n
S T L
O U
IS
D
IS
T R
IC
T
R Y
A N P
G O
E T
Z
NOTES:
2. FOR SOIL BORING LEGEND SEE SHEET B-001.
1. SEE SHEETS G-101 THROUGH G-103 FOR LOCATION OF BORINGS.
G A
IN
A R
D W
O O
D S P
U M
P S
T A
T
IO
N
S O
IL
B
O R
IN
G L
O G
M
IC
H A
E L V
H A
N K
S P .E
N O
V -0
-8
B-711
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
A S
T
IC
IT
Y
IN
D E
X
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
N E
"U
L
IN
E
0.2
0.4
0.6
0.8
NORMAL STRESS, T.S.F.
SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
E
R E
N G
T H
T .S .F
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
FOR SOIL BORING LEGEND SEE PLATE A.
FOR LOCATION OF BORINGS SEE PLATE
FOR DETAILED TEST DATA SEE
NOTES
w
ATTERBERG LIMITS
w wP N L
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
SlS vSt dBr vSt St,slf dBr&Br vSt dBr SlS M Gr&Br
M,CS Gr
St,CS Br
SlS So
SlS M,S M,SlS
Gr
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SlS0.1341 lg dGr&GrSo,S dGr M,S Gr
SlS M dGr
So,CS M,S,O
So,S
So So,rt M,rt
So
Gr
O
So Br 173
M,SS
M,SS
M
SS
M,slf
CS
M,SS
So
M,SlS,slf
O
M,SlS St,SS M,SlS,SS M vSo So So,slf M
So,slf
SlS
So So,CS
M,CS
M,CS,S
CS,S
CS
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0999 CS
CS
CS
CS
O So,S
SlS So So,S,CS M,S M
M,S M StSlS
M St,S vSt,S
M,S
St,S M,S
M
Gr
BOR. NOV-06-88U (0022-0062)
STA. N 29° 26’ 58.97 W 89° 38’ 51.26"
DATE: 07/16/2008
GROUND EL. 13.5W or D10
-10
-20
-30
-40
-50
-60
-70
-80
E L
E V
A T
IO
N
E
.V .D
Q
Q
Q
Q
158wL
,1
Q
Q
Q
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1.90Q
1.904
Q
Q
Q
C
S O
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IT
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N N
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A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
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O V
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W O
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NOTES:
2. FOR SOIL BORING LEGEND SEE SHEET B-001.
1. SEE SHEETS G-101 THROUGH G-103 FOR LOCATION OF BORINGS.
G A
IN
A R
D W
O O
D S P
U M
P S
T A
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IO
N
S O
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B
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IN
G L
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M
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H A
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H A
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-8
B-712
A R
M Y C
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F E
N G
IN
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N E
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A N
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W O
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J R
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IS
T R
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T
R Y
A N P
G O
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Z
NOTES:
2. FOR SOIL BORING LEGEND SEE SHEET B-001.
1. SEE SHEETS G-101 THROUGH G-103 FOR LOCATION OF BORINGS.
G A
IN
A R
D W
O O
D S P
U M
P S
T A
T
IL
B
O R
IN
G L
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M
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G A
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N
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D E
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R
IP
T
IO
N
C O
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R A
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O
D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
S T
O V
E N
IC
E
N O
V -0
B
P L
A Q
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M
IN
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N A
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N T
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N A
T H
A Y
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A
IN
A R
D W
O O
D S P
S W
P -1
-R -0
TEST DATA
E L
E V
A T I
O N
S
I
E
G
V
D
WATER CONTENT
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.0
P L
A S
T I C I T
Y
I N
D E
X
PLASTICITY CHART
0.2
0.4
0.6
0.8
NORMAL STRESS, T.S.F.
SHEAR STRENGTH DATA
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
NOTES
0 60 140 3.0
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
0.2 0.4 0.6 0.8 1.0 1.2 1.4 w
ATTERBERG LIMITS
w wP N L
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
1.0
BORING WAS TAKEN WITH A 5 INCH DIAMETER
S H
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R E
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T
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No Sample
M,CS
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BOR. GAINARD WOODS PS-1
12-17 JANUARY 2006
GROUND EL. +7.5W or D10
-10
-20
-30
-40
-50
-60
-70
-80
-90
-100
-110
-120
163.8Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
LONG W 89°39’0.54"
LAT N 29°27’0.084"
A R
M Y C
O R
P S O
F E
N G
IN
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W O
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N A
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T R
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T
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A N P
G O
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Z
NOTES:
2. FOR SOIL BORING LEGEND SEE SHEET B-001.
1. SEE SHEETS C-101 THROUGH C-103 FOR LOCATION OF BORINGS.
G A
IN
A R
D W
O O
D S P
U M
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T A
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C O
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D A
T E
A P
P R fiof Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
A N
S I
D
:1
H -4 -4
/1
/2
M A
Y
N E
W O
R L E
A N
S T
O V
E N
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N A
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A Y
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A
IN
A R
D W
O O
D S P
S W
P -1
-R -0
TEST DATA
WATER CONTENT
% WATER, DRY WEIGHT
SHEAR STRENGTH
TONS / SQ.FT.
WET DENSITY
POUNDS / CU.FT.
NORMAL STRESS
TONS / SQ.FT.
20 40 60 80 100 120 140 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 80 100 120 0.0 1.0 2.00 60 140 3.0
P L
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IN
D E
X
PLASTICITY CHART
20 40 60 80 100 120 140
LIQUID LIMIT (PERCENT)
"A
LI
N E
"U
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IN
E
0.2
0.4
0.6
0.8
NORMAL STRESS, T.S.F.
SHEAR STRENGTH DATA
0.2 0.4 0.6 0.8 1.0 1.2 1.4
1.0
S H
E
R E
N G
T H
T .S .F
- (UC) UNCONFINED COMPRESSION TEST
STEEL TUBE PISTON TYPE SAMPLER.
NOTES
w
ATTERBERG LIMITS
w wP N L
- (Q) UNCONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (R) CONSOLIDATED - UNDRAINED TRIAXIAL SHEAR TEST
- (S) CONSOLIDATED - DRAINED DIRECT SHEAR TEST
BORING WAS TAKEN WITH A 5 INCH DIAMETER
St,O,rt,Wd Gr&Br St,O,rt
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297209wP 301wL
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M,SlS M,SlS
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St,SlS
St,SlS
St St,SlS,SL
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St St,cc St,SlS
St St,S,slf
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Gr
St,S
CS,slf gnGr slf Gr(11)
BOR. GW-1-11U (10-017033)
STA. N 29°26’59.64" W 89°38’59.22"
Date: 02/19/2011
GROUND EL. 1.8W or D10
-10
-20
-30
-40
-50
-60
-70
-80
-90
-100
-110
-120
-130
-140
-150
E L
E V
A T
IO
N
E
.V .D
156wP 457wL341wN
,3
Q
Q
Q
161wL
1, Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
Q
0.92Q
Q
C
209wP 301wL356wN
1, C
C
C
C
C
3.960C
| DRAWINGS6 |
| DRAWINGS7 |
File details come from the government source that posted it. Updated .