Dwgspkg6_ED 10-086_WBV-MRL 4.1.pdf

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FLOOD SIDE

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2H:1V

.5

14%

C S P

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N E

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R O

W N

Ramp on new levee material.

Ramp on existing levee material.

EXIST. RAMP

REMOVE

START RAMP SLOPE

EXIST. RAMP

R&R

END RAMP SLOPE

SLOPE CATCHPOINT

12’

RAMP

SLOPE TIGHT

2H:1V

SLOPE

CATCHPOINT

2H:1V

2%

2%

TYPICAL SECTION

RAMP

SLOPE TIGHT

2H:1V

SLOPE

CATCHPOINT

12’

12’

N

20’ 20’

SCALE: 1’’ = 20’

40’ 60’ 80’0

1) THIS DETAIL IS FOR RAMP GEOMETRY

ONLY. SEE PLAN AND PROFILE FOR

UTILITIES AND TYPICAL SECTIONS.

2) FIELD VERIFY RAMP END LOCATIONS AND

SLOPE CATCHPOINTS. FIELD FIT WHERE

NECCESSARY.

B/L STA. 297+00 (+/-)

RAMP SECTION VIEW DETAIL 3

RAMP SECTION VIEW DETAIL 4

END RAMP SLOPE

SMOOTH TRANSITION

END RAMP SLOPE

SMOOTH TRANSITION

RAMP R-3 PLAN VIEW DETAIL (OPTION AREA)

1) RAMPS SHALL BE CONSTRUCTED WITH

COMPACTED FILL.

2) ALL RAMP MATERIAL SHALL BE IN

ADDITION TO TYPICAL SECTION AND/OR

IN ADDITION EXISTING LEVEE MATERIAL

AND IN NO CASE SHALL REDUCE THE

TYPICAL SECTION DIMENSIONS OR REMOVE

EXISTING LEVEE MATERIAL.

3) TYPICAL BENCHING DETAIL (MISC.

DETAILS SHEET) REQUIRED FOR

RAMP MATERIAL.

NEW ORLEANS DISTRICT

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U .S

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RAIL ELEMENT ELEVATION

8" x 1 38" GUARDRAIL SPLICE BOLTS AND NUTS

(8 PER SPLICE AND 4 PER TERMINAL SECTION)

8" x 10" GUARDRAIL POST BOLT

1" DIA. X 116" DEEP

RECESS BOTH SIDES

A

TOP

POST SPACING 6’-3"

2"

L E

N G

T H

TRAFFIC

L

O R G

R O

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D L

IN

E

6"

2"

10"

18"

25"

4" minimum

4" minimum

4" minimum

L THREAD LENGTH

SPLICE BOLT SLOTS

1 116"

2" 4 14"

SPLICE BOLT

SLOTS

NEUTRAL

AXIS

SHEET

THICKNESS

EDGE OF PAVEMENT OR

GROUND LINE AT FACE OF

RAIL AS APPLICABLE

SYMMETRICAL

ABOUT CL

1 38" 1 18" MINIMUM

1 34" MINIMUM

POST LENGTH STAMP

1 12" HIGH AND 14" DEEP

T O E

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F

P A

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N T

1.

NOTE:

2.

1 15 16"

1 38"

CL

16" DIA. (TYP.) UPPER 2 HOLES

FOR RAISING GUARDRAIL TO

ACCOMMODATE FUTURE OVERLAYS

5 78"

SIDE TOPFRONT

1"

A

4 14"

3 1/4"

3 316" 16"

16" R

16" R

1 17 32"

16"

1 18"

16" DIA.

4" x 2 12" POST BOLT SLOT AT 6’-3"

SPACING, CENTER TO CENTER

8 REQUIRED, EACH END RAIL ELEMENT

SECTION A-A

16"1 14"

16"

32"

8"

8" GUARDRAIL BOLT 5

8" RECESS NUT

WOOD BLOCK

GUARDRAIL BOLT AND RECESS NUT

W BEAM RAIL MEMBERS

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

ALTERNATE HOLE ARRANGEMENT

POST AND BLOCK DETAIL

POST SPACING

STANDARD POST SECTION

16" x 1 18" SPLICE BOLT SLOT.

LAP IN DIRECTION OF TRAFFIC

INSTALL REFLECTOR TAB BETWEEN POST BOLT AND RAIL, EVERY

FOURTH POST. ALTERNATE REFLECTOR TAB SHAPES ARE ACCEPTABLE.

DIMENSIONAL TOLERANCES NOT SHOWN OR IMPLIED ARE INTENDED TO

BE THOSE CONSISTENT WITH THE PROPER FUNCTIONING OF THE PART,

INCLUDING ITS APPEARANCE, AND ACCEPTED MANUFACTURING PRACTICES.

NEW ORLEANS DISTRICT

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STEEL TUBE ANCHOR

TERMINAL POST

1" DIA. NUT

1" x 4" STUD

THREADED FULL LENGTH

2 12" x 2 12" x 14" x 8"

GALVANIZED STRUCTURAL TUBE

13°

13°

15" R

30°

45°

45°

NOTE:

BUFFERED END SECTION

(ADJUST TO FIT)

TERMINAL

CONNECTOR

4" DIA. (6 x 19) x 9’-0"

CABLE WITH ONE SWAGED END

SEE DETAIL A

ATTACH W BEAM TO PIPE WITH

8" x 2" GUARDRAIL BOLT

AND RECESS NUT NO WASHER

DO NOT CONNECT TO POST

4" DIA. HOLE

TERMINAL POST

10" OD SCHEDULE

40 GALVANIZED STEEL PIPE

4" x 4" x 12"

STEEL PLATE

16" x 1 18" SPLICE BOLT SLOT

2" 8 12" 7 12"

6’-3"6’-3" TO NEXT POST

12’ 16’ 18’

’-9

EXISTING GROUND

SEE DETAIL "B"

RIGHT

2’-8"

2’-8"

LEFT

RETROREFLECTIVE SHEETING

4 1 2"

ANCHOR PLATE

TERMINAL POST

(TYP.)

SOIL PLATE

(TYP.)

8" x 9 78" HEX BOLT AND

NUT WITH 2 WASHER EACH

8" x 8" HEX BOLT AND

NUT WITH 2 WASHER EACH

BEARING

PLATE

POST SLEEVE

1" HEX NUT

AND WASHER

STEEL TUBE

ANCHOR

1.

2.

3.

4.

5.

6.

7.

ELEVATION

SPECIAL ANCHOR SECTION

DETAIL "A"

DETAIL "B"

PLAN

ELEVATION

PLAN

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

SEE NOTE 11

TERMINAL POST

(TYP.)

DIMENSIONAL TOLERANCES NOT SHOWN OR IMPLIED ARE INTENDED TO BE

THOSE CONSISTENT WITH THE PROPER FUNCTIONING OF THE PART,

INCLUDING ITS APPEARANCE, AND ACCEPTED MANUFACTURING PRACTICES.

NO WASHERS ARE USED ON THE 5/8 " BUTTON HEAD BOLTS CONNECTING

THE RAIL TO THE TERMINAL POSTS.

WIRE ROPE CABLE SHALL CONFORM TO THE REQUIREMENTS OF AASHTO M 30

AND SHALL BE 3/4 " PREFORMED, 6 X 19, WIRE STRAND CORE OR INDEPENDENT

WIRE ROPE CORE, GALVANIZED. RIGHT REGULAR LAY,MANUFACTURED OF

IMPROVED PLOW STEEL WITH A MINIMUM BREAKING STRENGTH OF 42,000 LBS.

ALL ANGLES. CHANNELS AND PLATES SHALL CONFORM TO THE REQUIREMENTS

OF ASTM A 36 AND STRUCTURAL TUBING TO ASTM A 500. WELDING SHALL MEET

THE CURRENT REQUIREMENTS OF THE ANSI/AASHTO/AWS. ALL STRUCTURAL

STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 123. NO PUNCHING,

DRILLING, CUTTING OR WELDING WILL BE PERMITTED AFTER GALVANIZING.

THE WOOD BREAKAWAY POST SHALL BE S4S TIMBER WITH A STRESS GRADE OF

1200 PSI AND SHALL BE GRADE MARKED OR CERTIFIED BY A RECOGNIZED

ASSOCIATION OR AGENCY WHICH IS CERTIFIED BY THE BOARD OF REVIEW,

AMERICAN LUMBER STANDARDS COMMITTEE. TO GRADE THE SPECIES.

WOOD POST AND BLOCKS SHALL BE TREATED IN ACCORDANCE WITH SECTION 1014

OF DOTD STD. SPECIFICATIONS

3/4 " CABLE CLIPS (6 REQ’D.) TORQUE NUTS TO 50 FT-LBS.

NEW ORLEANS DISTRICT

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NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

ELEVATION-BRACKET AND FITTING

SOIL PLATE

BEARING PLATE

STEEL TUBE ANCHOR

NOT TO SCALE

POST SLEEVE

CABLE ASSEMBLY

5 18" 2" 1" DIA. x 7 332"

8"

8"

8"

4"

8" THICK PLATE

1 18" DIA. HOLE

MIN.

16"

2" 4" 4" 4" 2"

16" x 12 58" x 316" BENT PLATE 3

4" DIA. HOLES (TYP.)

4" DIA. (1/4" x 34") GALVANIZED CABLE TO BE

SWAGE CONNECTED (AASHTO M-30, TYPE II)

’ - 3

4" DIA. HOLES

1.

NOTE:

2’ -0"

9" 9"6"

1"R 35°

2.5°

1 58"

4 "

3 1

8" R

2 3 8"

3 3 8"

4" THICK PLATE

4" DIA. HOLES

4" DIA. HOLES

3"

3"

8" 6"

3"

TS 8" x6" x 316"

ASTM A500 GRADE B

ANCHOR PLATE

STANDARD SWAGED FITTING

1" H.S. HEX NUT

AND STEEL WASHER

STUD

2"

4" DIA. HOLE

NEUTRAL AXIS

W BEAM RAIL ELEMENT

8" x 1 58" HEX HEAD BOLT

AND NUT WITH STEEL WASHER

ON FRONT FACE OF NEUTRAL

AXIS OF RAIL, 8 REQUIRED

1 38"

2 34"

8" x 3" x 2 34" END PLATE

WITH 1 18" DIA. HOLE

DIMENSIONAL TOLERANCES NOT SHOWN OR IMPLIED ARE INTENDED TO

BE THOSE CONSISTENT WITH THE PROPER FUNCTIONING OF THE PART,

INCLUDING ITS APPEARANCE, AND ACCEPTED MANUFACTURING PRACTICES.

NOT TO SCALE

GUARDRAIL ANCHOR PLATE

NEW ORLEANS DISTRICT

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SETTLEMENT MEASUREMENT GAGES

SHOULD THE CONTRACTOR DESIRE PAYMENT FOR PLACING ADDITIONAL

FILL DUE TO FOUNDATION SETTLEMENT DURING CONSTRUCTION, HE SHALL FURNISH

AND INSTALL SETTLEMENT GAGES AT LOCATIONS SHOWN ON THE TYPICAL SECTIONS

AND AS SPECIFIED IN THE CONTRACT SPECIFICATIONS. THE SETTLEMENT

MEASUREMENT RANGE FOR EACH SETTLEMENT GAGE SHALL BE FOR A DISTANCE OF

50 FEET IN EACH DIRECTION FROM EACH SETTLEMENT GAGE MEASURED ALONG

THE CENTERLINE OF THE LEVEE SECTION, EXCEPT WHERE SETTLEMENT GAGES ARE

PLACED AT LESS THAN 100 FOOT INTERVALS, IN WHICH CASE THE

SETTLEMENT MEASUREMENT RANGE SHALL BE TO A POINT 1 / 2 THE DISTANCE

BETWEEN SETTLEMENT GAGES. RISER PIPES ARE PERMITTED ON SETTLEMENT GAGES.

LOCATION OF SETTLEMENT GAGES MAY BE MOVED HORIZONTALLY ON THE EXISTING

LEVEE CROWN AT CONTRACTOR’S OPTION WITH THE APPROVAL OF THE CONTRACTING

OFFICER.

1’ MIN.

2’ MAX.

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36" SILT FENCE

EMBEDDED 6" BELOW

GROUND

PLATE 4’ X 4’ X 1 / 4"

OR 2’ X 2’ X 1 / 8"

STEEL PLATE 4’ X 4’ X 1 / 4"

OR 2’ X 2’ X 1 / 8"

N.T.S.

SILT FENCE SIDE DETAIL

TYPICAL GAGE DETAIL

N.T.S.

N.T.S.

8’

VARIES

EXCAVATION

LINE

VARIES, SEE TYPICAL LEVEE SECTIONS

TYPICAL BENCHING DETAIL

SLOPE VARIES

N.T.S.

VARIES

1’ MIN.

NOTES:

1.

2.

3.

R/W

PROTECTIVE MATERIAL DETAIL

B/L STA. 292+40 TO B/L STA. 297+07

5’

PROTECTIVE MATERIAL

LEVEE SLOPE

EXISTING GROUND

NOTES:

1. THE CONTRACTOR SHALL SUBMIT A PLAN DESCRIBING

THE TYPE OF PROTECTIVE MATERIAL THEY PROPOSE

(E.G. TIMBERMATS & ETC.)

LEVEE TOE

VARIES

VARIES

47" FABRIC FOR SAFETY FENCE

ZINC COATED HOG WIRE MESH

VARIES

SILT AND SAFETY FENCE

7"SURFACING DETAIL

N.T.S.

TYPICAL SURFACING

COMPACTED FILL

BENCHING IS REQUIRED ON ALL TYPICAL LEVEE SECTIONS.

COMPACTED FILL SHALL BE PLACED IN ACCORDANCE WITH

SPECIFICATIONS 31 24 00.00 12.

VERTICAL CUTS SHALL BE 1’ MIN. OR 2’ MAX.

NEW ORLEANS DISTRICT

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S S

E

A .N

J .H .G

E N

G

IN

E E

R E

D A

L T

E R

N A

T

IV

E M

E A

S U

R E

S Q .J .B

J .H .G

W E

S T B

A N

K V

IC

IN

IT

Y (H

S D

R R

S

M

IS

S

IS

S

IP

P I

R

IV

E R L

E V

E E

M

IS

S

IS

S

IP

P I

R

IV

E R A

N D

T R

IB

U T

A R

IE

S P

R O J E

C T

M R

L

6"D X 4"W

TRENCH

6"

M A

X

(M

IN

IM

U M

ROUNDED WOOD POSTS

7’ LONG X 3-1/2" DIA.

OR STEEL T- POSTS

SILT FENCE

(EMBED IN TRENCH)

PROTECTED SIDE

10’ O.C.

VARIES TO BASELINE

FLOOD SIDE

PROTECTED SIDE

2% SLOPE

VARIES, SEE TYPICAL LEVEE SECTIONS

COMPACTED FILL

C/L

N.T.S.

2" ASPHALTIC CONCRETE

WEARING COURSE

2" ASPHALTIC CONCRETE

BINDER COURSE

VARI

ES

VARIES

SEE CONCRETE SIDE

CURB DETIALS

SEE CONCRETE SIDE

CURB DETIALS

ANGLE OF REPOSE

ANGLE OF REPOSE

4" BASE COURSE

(CEMENT TREATED STONE)

CROWN DETAIL

NOT TO SCALE

:1

C-14

E D

-0

C -1

C .d g n

M

IS

C E

L L

A N

E O

U S A

N D L

E V

C

O W

N D

E T

A

IL

S

A

A

C/L

8’ - 0"

4" DIA. HOLE,

THROUGH EA. END

4" DIA. HOLE,

THROUGH EA. END

6"

5"

1"

4"

#3

REINFORCING

BAR

1"1"

11" TYP.

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

SECTION A-A

1 12"

1 12"

1 12"1 12"

USE #4 BAR

ANCHOR PINS,

18" LONG.

ROADWAY CENTERLINE PLAN VIEW

PRECAST CONCRETE SIDE CURB ISO

PRECAST CONCRETE SIDE CURB DETAIL

SEE

PRECAST CONCRETE SIDE

CURB SPACE

DETAIL

PRECAST

CONCRETE

SIDE CURB

9’

11’

25’ 25’50’

NEW LEVEE C/L

CONCRETE SIDE CURB (TYP.)

TRANSITION PLAN VIEW FOR TYPICAL SECTION 4

SEE TYPICAL SECTION FOR TURNOUT LOCATIONS

N.T.S.

VARIES, SEE TYPICAL LEVEE SECTIONS

NEW ORLEANS DISTRICT

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

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

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 D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

A N

S I

D

H -8 -4

X X

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

W B

V -M

R L .1

/1

/2

-J

A N -2

E N

G L

IS

H T

U R

N B

E N

D T

O B

E L L E C

H A

S S

E

A .N

J .H .G

E N

G

IN

E E

R E

D A

L T

E R

N A

T

IV

E M

E A

S U

R E

S Q .J .B

J .H .G

W E

S T B

A N

K V

IC

IN

IT

Y (H

S D

R R

S

M

IS

S

IS

S

IP

P I

R

IV

E R L

E V

E E

M

IS

S

IS

S

IP

P I

R

IV

E R A

N D

T R

IB

U T

A R

IE

S P

R O J E

C T

M R

L

NOT TO SCALE

"6"

PRECAST CONCRETE SIDE CURB SPACE DETAIL

11" TYP.

8’ - 0"

11" TYP.

:1

B-01

E D

-0

B -0

B .d g n

B O

R

IN

G L

O G

S

NEW ORLEANS DISTRICT

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

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

A N

S I

D

H -8 -4

X X

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

W B

V -M

R L .1

/1

/2

-J

A N -2

E N

G L

IS

H T

U R

N B

E N

D T

O B

E L L E C

H A

S S

E

A .N

J .H .G

E N

G

IN

E E

R E

D A

L T

E R

N A

T

IV

E M

E A

S U

R E

S Q .J .B

J .H .G

W E

S T B

A N

K V

IC

IN

IT

Y (H

S D

R R

S

M

IS

S

IS

S

IP

P I

R

IV

E R L

E V

E E

M

IS

S

IS

S

IP

P I

R

IV

E R A

N D

T R

IB

U T

A R

IE

S P

R O J E

C T

M R

L

-10

-20

-30

-40

-50

-60

-70

-80

-90

-100

-10

-20

-30

-40

-50

-60

-70

-80

-90

-100

E L

E V

A T I

O N

S

I

F

T

A

V

D

E L

E V

A T I

O N

S

I

F

T

A

V

D

-110

-120

-130

-140

-150

-110

-120

-130

-140

-150

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

St,CS,rt St,SlS,rt

CS,rt

M,CS,rt,slf

T

M,Wd

M

T&Gr

M,Wd

M,O,Wd

SlS

M

M,CS

M,CS,Wd

CS

M,CS

St,CS

St

St,WdSlS

M,Wd

St,Wd St,SlS,Wd,rt St,Wd

SlS M,Wd M,SlS,Wd,rt M,CS,rt,Wd M,CS,Wd,rt

SlS M,Wd,rt rt CS,rt

St,SlS St,SS M,SlS,Wd

SlS M,Wd,slf M,O,Wd,slf M,O,Wd

SlS M,O,Wd,slf

M,CS,S

Gr

M,O,SS,Wd

M,S,O,Wd,slf dGr

SlS M,SL

SlS

M

M,SL

SlS

M

M,SL

SlS

M M,SlS,SL

M,SL

M,SlS

M,SL

SlS

SlS M

M,SL

M,SlS

St,SL

CS,slf

Gr

No Sample

CS,slf

0999 slf slf,CS CS,slf

CS,Wd,slf

CS,slf,Wd CS,Wd

Gr

0999 Wd lg

Wd Gr

StSS St,Wd

CS

St,Wd

CS,Wd lg

M,S,O,Wd CS,Wd,rt

Gr

O St,Wd St,Wd St,CS,Wd gnGr

M,Wd

CS,Wd,rt Gr

St,rt,Wd vSt,rt,Wd lg

St,CS

St

St,S (13)

St,CS

CS

St,SlS St,SS St,SL

St St,SL

St St,SL

SlS

St

Gr

BOR. BC-64U (07-022119)

STA. N 29^52’20.75" W 89^58’42.97"

WATER TABLE 0 FT.

Date: 10/21/2009

GROUND EL. 17.9W or D10

Q

RQ

Q

Q

Q

Q

Q

Q

Q

SQ

Q

C

C

C

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

S,CS

St,CS T

CS,S,rt

St,CS,Wd T

M,SlS,Wd M,SlS,Wd Gr

SlS M,cc T

M,Wd T&Gr M,Wd

M,CS,Wd M,Wd M,CS,Wd

M,Wd

M M,Wd,cc

M,Wd

SlS

M,rt M,Wd

M,Wd,rt

SlS

M,rt,Wd M,SlS,rt,cc,Wd

Gr

M,Wd,rt,O dGr

M,Wd,O Gr St,Wd St,Wd,rt,SlS 177

O St,Wd dGr

M,O,Wd M,O,Wd,slf M,SS,slf

M,slf M,O

SlS

SS M

0999 CS

SlS

SlS

M

Gr

M,SL dGr&T

M St,SL

SS

M

M,SS,CS,slf

Gr

M,CS,S,slf Gr&lg

CS,slf lg

CS

M,S

SS

M,CS

M,CS,S,Wd

SS M,CS

SS M

SS

M St,S,Wd St,SS,Wd,cc St,SS,Wd,cc

St,S,rt,Wd St,S,Wd,cc St,S,Wd St,SS,rt,cc

St,S,Wd St,S St,S,rt,cc M,CS,S,rt

M CS,Wd CS,Wd,O

M,S,Wd,rt

M,SS

0999 CS

St,S (31)

St

SS

St,cc

SlS

St,SlS

St

Gr

BOR. BC-72U (07-022119)

STA. N 29^51’22.59" W 89^58’54.79"

WATER TABLE 0 FT.

Date: 10/20/2009

GROUND EL. 17.3W or D10

Q

R

Q

212wLQ

Q R

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

Q

C

C

C

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

CS,slf

CS

T

M,CS,slf

M,CS

Br

M SlS

St

Gr

St,cc T St,cc,Wd St,S,Wd

St,Wd

SlS M

SlS M

So,CS,Wd

CS

So,CS So,SS M,SlS,SS

SS M

M,CS

CS

SS M

M,Wd M

M,SS

CS

0.0051 CS,S

CS

CS,slf

CS

0999 M,SS,CS

CS

M,SS,CS

M,CS

CS

0.0066 CS,S

M,CS

CS

M,SS

CS

0999 CS,S

CS

M,SS,CS

CS

0999 CS,O,S

O

CS

CS,O

0.0107 CS

SlS M

M,SS,CS

CS

0.0033 SS,Wd

Wd

0.0267 O

O

0999 (8)

CS (13)

(13)

(22)

0.0348 (22)

(20)

CS (31)

(38)

0999 CS (20)

SS St (15)

CS

CS

SS

St

CS (40)

St,S (22)

CS,slf

Gr

(32)

BOR. W-75.6UCL (07-022119)

STA. N 29^51’06.71" W 89^59’01.29"

WATER TABLE 0 FT.

Date: 08/17/2010

GROUND EL. 19.1W or D10

Q

Q

Q

Q

Q

C

WATER CONTENT

% WATER, DRY WEIGHT

20 40 60 80 100 120 1400

St,rt

T&Gr

M,rt M,SS,O,rt

M Gr&T

So So,CS,Wd So,SlS

So,Wd So Wd

So M

So

Wd

SlS So

CS

M,SlS

CS

M,CS

CS

M St

M

CS

CS

CS

CS

So

Wd

M M,SlS St

M

CS

0.1009

(30)

(42)

(20)

0.0892 (48)

(40)

CS (29)

(34)

0999 (48)

(48)

CS (34)

SlS

SlS vSt

Gr

STA. N 29^51’06.49" W 89^59’00.76"

Offset 52’ from C/L

WATER TABLE 0 FT.

Date: 08/20/2010

GROUND EL. 7.7W or D10

Q

Q

Q

Q

Q

Q

C

C

C

BOR. W-75.6UFT (07-022119)20 20

O

IL

B

O R

IN

G L

E G

E N

D :1

B-02

E D

-0

B -0

B .d g n

UNIFIED SOIL CLASSIFICATION

DESCRIPTIVE SYMBOLS

NOTES:

SYMBOLS TO LEFT OF BORING

FIGURES TO RIGHT OF BORING

TYPICAL NOTES:

MAJOR DIVISION

C O

A R

S E G

R A

IN

E D

S

O

IL

S

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

S A

N D

S G

R A

V E

L S

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

TYPE

CLEAN

GRAVEL

GRAVEL

(Little or No fines)

(Appreciable Amount of

Fines)

CLEAN

SAND

SANDS

(Little or

No Fines)

(Appreciable Amount of

Fines)

LETTER

SYMBOL

GW

GP

GM

GC

SW

SP

SM

SC

SYM

BOL

TYPICAL NAMES

SILTS AND

SILTS AND

(Liquid Limit

(Liquid Limit

50)

50)

ML

CL

OL

MH

CH

OH

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

Pt

Wd

SI

WOOD

SHELLS

NO SAMPLE

NOTE: Soils possessing characteristics of two groups are designated by combinations of group symbols.

F

IN

E G

R A

IN

E D S

O

IL

S

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

0 20 40 60 80 100

COLOR

COLOR SYMBOL

TAN

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

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

CONSISTENCY

FOR COHESIVE SOILS

CONSISTENCY

COHESION IN LBS./SQ.FT. FROM

UNCONFINED COMPRESSION TEST

SYMBOL

VERY SOFT

SOFT

MEDIUM

STIFF

VERY STIFF

HARD

250-500

500-1000

2000-4000 vSo

So

M

St vSt

H

Are natural water contents in percent dry weight

Are liquid and plastic limits, respectively

Ground-water surface and date observed

Denotes location of unconsolidated-undrained triaxial compression test

Denotes free water encountered in boring or sample

C

S

R

Q

T

FW

Are values of cohesion in lbs./sq.ft. from unconfined compression tests

** Results of these tests are available for inspection in the U.S. Army Engineer District

HIGHLY ORGANIC SOILS

LIGHT GRAY

DARK GRAY

BROWNISH-GRAY

GREENISH-GRAY

GRAYISH-GREEN

GRAYISH-BROWN

GRAY Concretions

CLAYS

CLAYS

10soil is finer, and 90% coarser than D .

WITH FINES

WITH FINES

Office, if these symbols appear beside the boring logs on the drawings.

brGr gyBr gnGr gyGn

BlGn

Tr

NS No Sample Retrieved

0 20 40 60 80 100

L.L.-LIQUID LIMIT

PLASTICITY CHART

"A " L

IN

E

P I.

P

L A

S T

IC

IT

Y I

N D

E X "U

LI

N E

CL-ML

For classification of fine-grained soils in accordance with ASTM D 2487

The D size of a soil is the grain diameter in millimeters of which 10% of the

When underlined denotes D size in mm

Denotes location of consolidation test * *

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 the above three types of shear test * *

In parenthesis are driving resistances in blows per foot determined with a standard split spoon sampler (1 3/8" I.D., 2’’ O.D.) and a 140 lb. driving hammer with a 30’’ drop

FIGURES TO LEFT OF BORING

UNDER COLUMNS ’’ LL’’ AND ’’ PL’’

Where underlined with a solid line denotes laboratory permeability in centimeters per second of undisturbed sample

Where underlined with a dashed line denotes laboratory permeability in centimeters per second of sample remoulded to the estimated natural void ratio

FIGURES TO LEFT OF BORING

UNDER COLUMN ’’ W OR D ’’

1. While the borings are representative of subsurface conditions at their respective locations and for their respective vertical reaches, local variations characteristic of the subsurface materials of the region are anticipated and, if encountered, such variations will not be considered as differing materially within the purview of the contract clause entitled ’’Differing Site Conditions’’.

2. Ground-water elevations shown on the boring logs represent ground-water surfaces encountered in such borings on the dates shown. Absence of water surface data on certain borings indicates that no ground-water data are available from the boring but does not necessarily mean that ground-water will not be encountered at the locations or within the vertical reaches of such borings.

3. Consistency of cohesive soils shown on the boring logs is based on driller’s log and visual examination and is approximate, except within those vertical reaches of the borings where shear strengths from unconfined compression tests are shown.

4. Unless otherwise noted:

a. Undisturbed borings, indicated by the letter "U", are taken with a 5’’ I.D. Piston Type Sampler.

b. General type borings are taken with a 1 7/8" I.D. Tube Sampler and/or a 1 3/8" I.D. Split Spoon Sampler.ML or OL

C L o r

C H o r

H

MH or OH

1000-2000

NEW ORLEANS DISTRICT

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

SHEET

IDENTIFICATION

D A

T E

A P

P R fi

US Army Corps of Engineers

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

W O

R L E

A N

S D

IS

T R

IC

T

N E

W O

R L E

A N

S L

O U

IS

IA

N A

A N

S I

D

H -8 -4

X X

P L

A Q

U E

M

IN

E S P

A R

IS

H L

O U

IS

IA

N A

W B

V -M

R L .1

/1

/2

-J

A N -2

E N

G L

IS

H T

U R

N B

E N

D T

O B

E L L E C

H A

S S

E

A .N

J .H .G

E N

G

IN

E E

R E

D A

L T

E R

N A

T

IV

E M

E A

S U

R E

S Q .J .B

J .H .G

W E

S T B

A N

K V

IC

IN

IT

Y (H

S D

R R

S

M

IS

S

IS

S

IP

P I

R

IV

E R L

E V

E E

M

IS

S

IS

S

IP

P I

R

IV

E R A

N D

T R

IB

U T

A R

IE

S P

R O J E

C T

M R