19-R-0018_LD24_UPSTREAM_TAINTER_GATE_DRAWINGS.pdf

SYM. ABOUT LC

F L

O W

REPLACEMENT BULKHEAD

WT6x36 CONTINUOUS

WT6x36 CONTINUOUS

L ROLLERSC

SHEET 1 OF 7

82'-6"

L x x

L x x Š

2'-4" 4'-11" 6'-0" 6'-0" 6'-0" 1'-0" 1'-0" 5'-0" 6'-0" 3'-0" ƒ

"2

8•"

L x x

WT6x36

WT6x36

D O

L x x Š

D O

WEB PL56•x…

F L

O W

WT6x36 CONTINUOUS

WT6x36 CONTINUOUS

L ROLLERSC

82'-6" L x x Š

2'-4" 4'-11" 6'-0" 6'-0" 6'-0" 1'-0" 1'-0" 5'-0" 6'-0" 3'-0" ƒ

"2

8•"

L x x

WT6x36

D O

L x x Š

L x x Š

D O

WEB PL56•x…

8•" 2'-4" 1'-11" 1'-0"1'-0" 2'-0"7 @ 3'-0" = 21'-0" 4 @ 3'-0" = 12'-0"

L x x Š

L x x Š

D O

D O

D O

D O

D O

L x x Š

L x x Š

D O

D O

D O

D O

L x x Š

L x x Š

8•" 2'-4" 1'-11" 1'-0"1'-0" 2'-0"7 @ 3'-0" = 21'-0" 4 @ 3'-0" = 12'-0"

L x x Š

BOTTOM CHORD

TOP CHORD

D O

D O

L x x Š

L x x Š

L x x Š

L x x Š

L x x Š

D O

WT6x36 CONTINUOUS

WT6x36 CONTINUOUS

WT6x36 CONTINUOUS

WT6x36 CONTINUOUS

L5x3•xŠ

L x x Š

L x x Š

L x x Š

L x x Š

L x x Š

L x x Š

2" (COVER PL)SKIN PL47xŠ

3'-0"

(COVER PL)

3'-0"

3'-0"

(COVER PL)

(COVER PL)

2" (COVER PL)

SKIN PL47xŠ

SKIN PL47xŠ

L3x2xŠ

BRACING

L x x Š

L3x2xŠ

BRACING

L x x

L x x

L x x

COVER PL13xƒ

COVER PL10xƒ

COVER PL10xƒ

COVER PL14xƒ

L3x2xŠ

BRACING

COVER PL10xƒ

L3x2xŠ

BRACING

COVER PL14xƒ

COVER PL13xƒ COVER PL14xƒ

L x x Š

L x x Š

L x x Š

D O

COVER PL13xƒ

COVER PL14xƒ COVER PL13xƒ

(S-12)

DETAIL D

(S-11)

DETAIL A

(S-11)

DETAIL B

(S-12)

DETAIL C

(S-13)

DETAIL E

(S-15)

DETAIL F

CGR

COVER PL 10xƒ

RTF/MA

RTF/MA/CMK

(S-15)

DETAIL G

SYM. ABOUT LC

SYM. ABOUT LC

SYM. ABOUT LC

BOTTOM CHORD

TOP CHORD

L7x4x…(CONTINUOUS)

4•" 9•"

3'-0"

(COVER PL)

4•" 9•"

L7x4x…x1'-2" (TYP.)

9" 5"

9" 5"

7" 7"

7" 7"

PL…

SKIN PL 47x…

2-L6x4x… (SEE HORIZONTAL SEAL, (SEE HORIZONTAL

PL…WT6x36

SKIN PL 47x…

L7x4x…(CONTINUOUS)

(SEE HORIZONTAL SEAL,

L7x4x…x1'-2" (TYP.)

(SEE HORIZONTAL

SKIN PL47x…

L5x3x…

L7x4x… CONTINUOUS (TYP.)

L7x4x… (SEE S-14, TYP.)

PL…

L4x3x…

PL…

L x x

SEAL, S-14)

S-14)

S-12

TOP CHORD PLAN

BOTTOM CHORD PLAN

INSIDE ELEVATION UPSTREAM SIDE

INSIDE ELEVATION DOWNSTREAM SIDE

PRESSURE HEAD

REFERENCE DRAWINGS:

NOTES:

S-12

S-14)

SEAL, S-14)

L7x4x•

G.A. HILLEBRENNER

BULKHEADS)

(ACTING ON

PRESSURE DIAGRAM

HYDROSTATIC

STRUCTURAL

S-10

10 17

12345678

12348 7 6 5

A

B

C

D

A

B

C

D

PREPARED BY:

ENGINEERING COMPANY

CHICAGO, ILLINOIS

DESIGN ENGINEER

APPROVED: $$$$DATE-TIME$$$$$$$DESIGN$FILE$SPECIFICATION$$$

DWG. CODE

FILE NO.

DESIGN FILE:

CORPS OF ENGINEERS

U.S. ARMY ENGINEER DISTRICT, ST. LOUIS

ST. LOUIS, MISSOURI

DACW 43

PLOT DATE:

DRAWING NO.SIZE

D

SOL. NO. DACW43-96-B-0256

REVISIONS

SYMBOL DESCRIPTION DATE APPROVED

SUBMITTED:

SUBMITTED:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PLOT SCALE:

DATE:

SHEET OF

LOWER MISSISSIPPI RIVER BASIN

MISSISSIPPI RIVER - CLARKSVILLE, MISSOURI

M-L24-1/

BOBBY R. HUGHEY

CHIEF, DESIGN BRANCH

LOCK AND DAM NO. 24

BRIDGE COLUMN REPAIRS

THOMAS J. QUIGLEY

CHIEF, STRUCTURAL SECTION

MAY. 1996

H

12" 0 1'

"SCALE: = 1'-0"

2' 4'3'

L7x4x•

FREEBOARD 9"

H E

A D

B U

L K

H E

A

S

6" DRAIN HOLE

1.

4. ALL STRUCTURAL STEEL SHALL BE ASTM A572 GRADE 50.

7. ALL BOLTED CONNECTIONS SHALL BE MADE WITH ‡" DIAMETER

BOLTS, ASTM A325 WITH HEX HEADS AND NUTS, UNLESS

OTHERWISE NOTED.

8. ALL WELDING SHALL BE MADE WITH E70XX ELECTRODES.

CONTINUOUS.

9. ALL WELDING NOT SHOWN SHALL BE ‚" FILLET WELD

LOCK & DAM NO. 24 UPSTREAM EMERGENCY BULKHEAD DRAWINGS;

6" DRAIN HOLE

M-L24-58/0, M-L24-58/1, M-L24-58/2, M-L24-58/3

2. FOR GENERAL NOTES SEE G-2.

6. ALL CONNECTIONS SHALL BE WELDED UNLESS SPECIFICALLY

SHOWN OR NOTED TO BE BOLTED.

5. ALL CAST STEEL SHALL BE GRAY IRON CASTING CONFORMING

TO ASTM A48 AND CLASS AS NOTED.

2-L6x4x…

SILL EL.424.0

U.P. EL. 449.0

3. SIX BULKHEAD SECTIONS SHALL BE FABRICATED.

10. ALL SPLICES ON WEB PLATE, SKIN PLATE, COVER PLATES

AND WT6x36 SHALL BE MADE WITH FULL PENETRATION WELDS

TO DEVELOP THE CAPACITY OF THE MEMBER BEING SPLICED.

WORK THIS DRAWING WITH DRAWINGS S-11 THRU S-16.

1560 PSF

H

(TYP.)

EACH END

GRIND TO BEAR

L5X3• (TYP.)

TYP.

(TYP.)

(TYP.)

X

REPLACEMENT BULKHEAD

SHEET 2 OF 7

3'-0" 3'-0"

L6x4x… (TYP)

WEB PL 56•x…

„" GAP

(TYP)

WEB PL 56•x…

3'-0" 3'-0"

1 ƒ"

1 ƒ"

WEB PL…

WEB PL…

(TYP)

„" GAP

L5x3•xŠ

1'-11"

2"

RTF/MA

EDI

RTF/CMK

S-10

S-10

2" CLEAR (TYP.)

WT6

2" CLEAR (TYP.)

2" CLEAR (TYP.)

L x x Š

L x x Š

L5x3•xŠ(TYP.)

ƒ"

L5x3•xŠ(TYP.)

10" 10"

PL…

(TYP.)

L x x Š

L x x Š

L x x Š

WEB PL…x56•

REINFORCING PL‹

C

CL ACCESS

HOLE

PL…

L WT6C

COVER PLƒx14 (TYP.)

COVER PLƒx13 (TYP.)

L5x3•xŠ

L6x4x†

L5x3•xŠ

G A

P

T

Y P

WEB PL…x56•

REINFORCING PL‹

1"

1'-0" 1'-0"

2" CLEAR (TYP.)

L WT6C

L WT6C

ƒ"

L5x3•xŠ

L6x4x†

L x x Š

L x x

ŠL

x x Š

L x x Š

L5x3•xŠ

4" 4"

L5x3•xŠ

9"

1'-4"

NOT SHOWN)

(COVER PLATE

WT6 (BOTTOM CHORD)

NOT SHOWN)

(COVER PLATE

WT6 (TOP CHORD)

(BOTTOM CHORD)

(TOP CHORD)

L7x4 (TYP.)

STIFFENER PL (TYP.)

L7x4 (TYP.)

STIFFENER PL (TYP.)

L7x4

(SEE S-14, TYP.)

L7x4

(SEE S-14, TYP.)

FILL PL…

FILL PL…

L WT6 (BOTTOM CHORD)

(TOP

CHORD)

WT6 (BOTTOM CHORD)

WT6 (TOP CHORD)

DETAIL A

DETAIL B

SECTION A1 - A1

G.A. HILLEBRENNER

SECTION B1 - B1

(T Y P

1.

NOTE:

WORK THIS DRAWING WITH S-10, S-12, S-13, S-14, S-15 & S-16.

1ƒ"

11 17

S-11

STRUCTURAL

12345678

12348 7 6 5

A

B

C

D

A

B

C

D

PREPARED BY:

ENGINEERING COMPANY

CHICAGO, ILLINOIS

DESIGN ENGINEER

APPROVED: $$$$DATE-TIME$$$$$$$DESIGN$FILE$SPECIFICATION$$$

DWG. CODE

FILE NO.

DESIGN FILE:

CORPS OF ENGINEERS

U.S. ARMY ENGINEER DISTRICT, ST. LOUIS

ST. LOUIS, MISSOURI

DACW 43

PLOT DATE:

DRAWING NO.SIZE

D

SOL. NO. DACW43-96-B-0256

REVISIONS

SYMBOL DESCRIPTION DATE APPROVED

SUBMITTED:

SUBMITTED:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PLOT SCALE:

DATE:

SHEET OF

LOWER MISSISSIPPI RIVER BASIN

MISSISSIPPI RIVER - CLARKSVILLE, MISSOURI

M-L24-1/

BOBBY R. HUGHEY

CHIEF, DESIGN BRANCH

LOCK AND DAM NO. 24

BRIDGE COLUMN REPAIRS

THOMAS J. QUIGLEY

CHIEF, STRUCTURAL SECTION

MAY. 1996

(TYP.)

B1

PL 47x…

PL …

COVER PLƒx14

COVER PLƒx14

1'

D

IA

A C C E S S

H O L E

WEB PL…x56•

WEB PL…x56•

PL…x4x1'-8"

PL…

PL…

PL…

PL…

L6x4x…

L6x4x…

L 1'-2" DIA.C

ACCESS

HOLE

(TYP.)

G

(TYP.)

G

(TYP.)

ONLY (TYP.)

NEAR SIDE

ONLY (TYP.)

NEAR SIDE

ONLY (TYP.)

NEAR SIDE

(T Y P

B1

2•

Š

Š

Š

Š

Š

Š

A1

0 1'12" 3"6"9"

SCALE: 1•" = 1'-0"

A1

L7x4x… CONTINUOUS

(SEE S-14)

EACH END (TYP.)

GRIND TO BEAR

TYP.

TYP.

TYP.

X

REPLACEMENT BULKHEAD

SHEET 3 OF 7

6'-0" 6'-0"

2"

5'-0•"

(TYP)

CLIP 45

TYP.

T

Y P

P

SEAL WELD (TYP)

WATERTIGHT

WT6x36

L x x Š

2"

„" GAP

TYP.

WEB PL 56•x…

SKIN PL 47xŠ

WEB PL 56•x…

WT6x36

T

Y P

P

TYP

TYP.

S-10

EDI

MA/RTF

RTF/CMK

L5x3•xŠ

COVER PL10xƒ

L5X3•xŠ COVER PL14xƒ

L5x3•xŠ

COVER PL13xƒ

TYP.

WT6x36

L5x3•xŠ

L5x3•xŠ

L5x3•xŠ

L x x Š

L5x3•xŠ

L5x3•xŠ

L x x Š

(TYP.)

WT6x36

L5x3•xŠ

WT6x36

„" GAP

TYP.

L5x3•xŠ

(TYP.)

L5x3•xŠ„" GAP

(TYP.)

L5x3•xŠ L5x3•xŠ

5'-0•"

WT6x36 (TYP.)

WEB PL…(TYP.)

L3x2xŠ

W.P.

W.P.

S-10

COVER PL10xƒ(TYP.)

WEB PL56•x…

WT6x36

SKIN PL47xŠ

WT6x36

WEB PL 56•x…

1ƒ"

1•

WT6x36 (TYP.)

COVER PL10xƒ(TYP.)

SKIN PL47xŠ

•" (TYP.)

(TYP.)

PL9•x…x1'-2"

TYP.

PL…

L7x4x… CONTINUOUS

(SEE S-14)

L7x4x… CONTINUOUS

(SEE S-14)

L7x4 (TYP.)

L7x4 (TYP.)

PL5x5x•

L7x4X…(TYP.)

PL5x5x•

(TYP.)

TYP.

(SEE S-10)

COVER PL10xƒ

(SEE S-10)

SKIN PLŠ

(SEE S-10)

COVER PL13xƒ

(SEE S-10)

COVER PL14xƒ

„" GAP

(TYP.)

L WT6x36C

L WT6x36C

WEB PL 56•x…

WEB PL 56•x…

SKIN PL 47xŠ

COVER PL 14xƒ(TYP.)

COVER PL 13xƒ(TYP.)

1. WORK THIS DRAWING WITH S-10, S-11, S-13, S-14, S-15 AND S-16.

DETAIL C

DETAIL D

S-10

SECTION D1 - D1

SECTION C1 - C1

SECTION H - H

ONLY (TYP.)

NEAR SIDE

ƒ

CARRIAGE

BULKHEAD

AND CUT TO FIT

FIELD MEASURE

L7x4X•x0'-6"

G.A. HILLEBRENNER

NOTE:

1ƒ"

12 17

S-12

STRUCTURAL

12345678

12348 7 6 5

A

B

C

D

A

B

C

D

PREPARED BY:

ENGINEERING COMPANY

CHICAGO, ILLINOIS

DESIGN ENGINEER

APPROVED: $$$$DATE-TIME$$$$$$$DESIGN$FILE$SPECIFICATION$$$

DWG. CODE

FILE NO.

DESIGN FILE:

CORPS OF ENGINEERS

U.S. ARMY ENGINEER DISTRICT, ST. LOUIS

ST. LOUIS, MISSOURI

DACW 43

PLOT DATE:

DRAWING NO.SIZE

D

SOL. NO. DACW43-96-B-0256

REVISIONS

SYMBOL DESCRIPTION DATE APPROVED

SUBMITTED:

SUBMITTED:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PLOT SCALE:

DATE:

SHEET OF

LOWER MISSISSIPPI RIVER BASIN

MISSISSIPPI RIVER - CLARKSVILLE, MISSOURI

M-L24-1/

BOBBY R. HUGHEY

CHIEF, DESIGN BRANCH

LOCK AND DAM NO. 24

BRIDGE COLUMN REPAIRS

THOMAS J. QUIGLEY

CHIEF, STRUCTURAL SECTION

MAY. 1996

TYP

F L

O W

0 1'12" 3"6"9"

SCALE: 1•" = 1'-0"

C1 D1

TYP

C1

D1

L

O W

FLOW

FLOW

DETAIL E

SECTION 4E - 4E

VERTICAL RUBBER SEAL

SECTION 1 E - 1 E

NOTE:

SECTION 2E - 2E

SECTION 3E - 3E

13 17

REPLACEMENT BULKHEAD

2'-6‚"

WEB PL56•x…

WT6x36

WEB PL…

"2•"

L4x3x…

L7x4x•

L7x4x•

PL…

4" DIA.+ 1/100

BORE

WT6x36

2"

WT6x362

2'-4"8•"

L5x3x…

C

2"

2'-4"8•"

L6x4x…(TYP.)

WT6x36

C

CL WT6

CL WT6

WT6x36

„" GAPFLANGE

CUT WT6

L6x4x… L5x3•xŠ

SKIN PL47x…

PL32x…x4'-0"

L5x3x…

2•"2Š"

SKIN PL47xŠ

SKIN PL47xŠ

L5x3•xŠ

1'-

" D

IA

2'-6‚"

L5x3•xŠ

5'-0•"

C

2'-7ƒ"

C

11"

4•" ƒ"

L6x4x…

C

HOLE

L 4" DIA.

WEB PL…

WT6x36

SKIN PL47xŠ

PL32x…x4'-0"

L4x3x…

PIN PL‚

C

CL WT6

L3•x3•(TYP.)

ƒ

CRES 2•x4'-2‚"

CLAMPING BAR

ƒ" DIA.

CRES BOLTS

PLATE, S-16)

SHOE SUPPORT

(SEE BUFFER

PL8x†

FABRIC

5…" 1†"

7"

1‰

ROLLER

L REACTION

S-10

L x x ƒ

ROLLERS

L REACTION

WORK POINT

SKIN PL 47x…

WORK POINT

1'-0" PL47x…

1'-

SUPPORT (SEE S-16)

REACTION ROLLER

5"

FAR SIDE

PIN PL‹

NEAR & FAR SIDE

PIN PL‚

(SEE S-16)

SUPPORT

GUIDE ROLLER

L6x4x…

„" GAP

TYP.

WT6x36

L6x4x…

WEB PL56•x…

WEB PL56•x…

L REACTION ROLLERS

L3•x3•x…(TYP.)

WEB PL56•x…

FILL PL‹

3"

FILL PL‹(TYP.)

LABOUT C

SYMMETRICAL

(SEE S-16)

BUFFER SHOE

WEB PL…

Š

Š

TYP.

TYP.

Š

GRIND TO BEAR

Š

EACH END

GRIND TO BEAR

EDI

MA\RTF

RTF/MA/CMK

SUPPORT (SEE S-16)

REACTION ROLLER

A C

PL30x…X4'-7•"

L3•x3•x…

2-

BUFFER SHOE (S-16)

IN …" PL

ACCESS HOLE

L OF 1'-2" DIA.

4x3x…x3'-11"

R

C E

S S

ABOUT L

SYMMETRICAL

ABOUT L

SYMMETRICAL

HOLE (TYP.)

8" DIA. ACCESS

L HOLES FOR ƒ" DIA. BOLTSC

L3•x3•x…(TYP.)

C E

O L E

PL30x…x4'-7•"

PL47x…

SUPPORT

RUBBER SEAL

SEE VERTICAL

FAR SIDE

FILL PL‹

L7x4x…(SEE S-14)

L7x4x…

CONTINUOUS

(SEE S-14)

BOLTS (TYP.)

DRILL FOR ‡" DIA.

(SEE S-14)

L7x4x… CONTINUOUS (TYP.)

(SEE S-14)

L7x4x…

(SEE S-14)

FILL PL‹

PL32•x…x4'-2•"

L x x x

(SEE DETAIL)

VERTICAL RUBBER SEAL

8•"

(VERTICAL RUBBER SEAL SUPPORT)

1"x6" RUBBER SEAL

(TYP.)

7„"

(SEE S-14)

2-L6x4x…

SUPPORT PLATE S-16)

(SEE BUFFER SHOE

PL8x†

1. WORK THIS DRAWING WITH S-10, S-11, S-12, S-14, S-15 AND S-16.

TYP.

G.A. HILLEBRENNER

UNLESS OTHERWISE NOTED

‡" DIA. BOLT

(SEALED WITH ADHESIVE

(TYP.)

CAP SCREW ‡" DIA.

AFTER FIT-UP TO

VERTICAL RUBBER SEAL

SEE NOTE 7 ON S-14)

BENT PL 10x4x•(TYP.) BENT PL 10x4x•

BENT PL 10x4x•

S-13

STRUCTURAL

12345678

12348 7 6 5

A

B

C

D

A

B

C

D

PREPARED BY:

ENGINEERING COMPANY

CHICAGO, ILLINOIS

DESIGN ENGINEER

APPROVED: $$$$DATE-TIME$$$$$$$DESIGN$FILE$SPECIFICATION$$$

DWG. CODE

FILE NO.

DESIGN FILE:

CORPS OF ENGINEERS

U.S. ARMY ENGINEER DISTRICT, ST. LOUIS

ST. LOUIS, MISSOURI

DACW 43

PLOT DATE:

DRAWING NO.SIZE

D

SOL. NO. DACW43-96-B-0256

REVISIONS

SYMBOL DESCRIPTION DATE APPROVED

SUBMITTED:

SUBMITTED:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PLOT SCALE:

DATE:

SHEET OF

LOWER MISSISSIPPI RIVER BASIN

MISSISSIPPI RIVER - CLARKSVILLE, MISSOURI

M-L24-1/

BOBBY R. HUGHEY

CHIEF, DESIGN BRANCH

LOCK AND DAM NO. 24

BRIDGE COLUMN REPAIRS

THOMAS J. QUIGLEY

CHIEF, STRUCTURAL SECTION

MAY. 1996

3E 2E

3E

2E

1E1E

4E4E

0 3"

SCALE: 6" = 1'-0"

6"

0 1'12" 3"6"9"

SCALE: 1•" = 1'-0"

SHEET 4 OF 7

PICKUP LUG DETAILS

ELEVATION

PLAN

PLAN

HORIZONTAL SEAL DETAILS

LEGEND:

NOTES:

SECTION B - B

SECTION A - A

2ƒ" 4" 3•" 3•" 4" 2ƒ"

10‚" 10‚"

20•"

2"R

SPOTFACE

10•"6‚" 6‚"

23"

2" 2"4‚" 4"

6"8‚" 6‚" ƒ

12"8"

3"

1"

1"

•"R

1"R

1"R

1•

1•"R

•"R

•"R

1"

•"R

1•"R

3"

•"R

•"R

•"R

•"R

1•"R

1•"R

3"

CORE CORE

3" ƒ"2" 1‚" 1‚" ƒ"

1•"R

REPLACEMENT BULKHEAD

EDI

MA/RTF

RTF/MA/CMK

GRIND IF NECESSARY

CAST SMOOTH & TRUE.

THESE SURFACES TO BE

WT6x36

WT6x36

2'-4"

8•"

C

SKIN PL47xŠ

ROLLERS

L REACTION

SKIN PL 47x…

FOR 1 „" DIA. BOLTS

8 CORED HOLES-1‚"x2ƒ"

0 1'12" 3"6"9"

SCALE: 1•" = 1'-0"

ALL EDGES SHOWN SHARP TO HAVE A RADIUS OF .02"

ALL EDGES SHOWN ROUND TO HAVE A RADIUS OF .25"

3. HOLES FOR PICKUP LUG TO BE DRILLED AFTER CENTER

OF GRAVITY OF BULKHEAD HAS BEEN DETERMINED BY

BALANCING.

ƒ

2. FOR THE PICKUP LUG, EXCEPT WHEN STATED OTHERWISE:

„" GAP

WEB PL56•x…

(SEE NOTES 5 AND 6)

RUBBER SEAL LOCATION

(SEE NOTE 5)

(FOR LOCATIONS, SEE

PLAN S-10, TYP.)

L7x4x…x1'-2"

4. THE HORIZONTAL SEAL ANGLES ARE TYPICAL FOR THE

TOP AND BOTTOM CHORDS.

1.

5. THE RUBBER SEAL WILL BE PLACED ONLY ON THE ANGLES

AT THE BOTTOM CHORD.

@ 18" O.C. (TYP.)

STIFFNER PL…

SKIN PLŠPL…

L7x4

(CONTINUOUS)

L7x4

L7x4

STIFFENER PL… L7x4

(CONTINUOUS)

WT6x36

(WITH 1"x6" BONDED

RUBBER SEAL AT

BOTTOM CHORD)

2•"

2-STIFF PL…

L7x4x…

(CONTINUOUS)

8" 51@1'-6" O.C.=76'-6"

82'-6"

STIFFENER

PL…

STIFFENER PL…

1"x6" RUBBER SEAL

(SEE NOTES 6&7)

1"x6"x1'-2" RUBBER SEAL

SEAL (SEE NOTES 6&7)

1"x6" CONTINUOUS RUBBER

(2 EACH ANGLE)

WORK THIS DRAWING WITH S-10, S-11, S-12, S-13, S-15 AND S-16.

(SEE NOTE 6&7)

OF ANGLE.

NUTS ON FAR SIDE

RUBBER SEAL. WELD

1-•" DIA. BOLTS IN

9"

(SEE NOTE 6)

RUBBER SEAL

C

G.A. HILLEBRENNER

7. RUBBER SEAL TO BE ATTACHED TO ANGLES WITH "BLACK MAX

380" ADHESIVE AS MANUFACTURED BY LOC-TITE, OR APPROVED

EQUAL.

6. HOLES IN SEAL TO BE COUNTERSUNK TO ALLOW COUNTERSUNK

HEAD OF BOLT TO BE DEPRESSED „" INTO RUBBER SURFACE.

UNLESS OTHERWISE NOTED

(SEE NOTES 6&7)

SIDE OF ANGLE.

WELD NUTS ON FAR

HEAD IN RUBBER SEAL,

•" DIA. BOLTS COUNTERSUNK

(STIFFENER SPACING)

(BOLT SPACING)

25@3'-0"=75'-0"

RUBBER SEAL

MITERED

BOLTS AT ENDS OF

PLACE ADDITIONAL

HEAD BOLT

COUNTERSUNK

L •"

BENT PL 10x4x•

(FOR BENT PL 10x4)

14 17

STRUCTURAL

S-14

12345678

12348 7 6 5

A

B

C

D

A

B

C

D

PREPARED BY:

ENGINEERING COMPANY

CHICAGO, ILLINOIS

DESIGN ENGINEER

APPROVED: $$$$DATE-TIME$$$$$$$DESIGN$FILE$SPECIFICATION$$$

DWG. CODE

FILE NO.

DESIGN FILE:

CORPS OF ENGINEERS

U.S. ARMY ENGINEER DISTRICT, ST. LOUIS

ST. LOUIS, MISSOURI

DACW 43

PLOT DATE:

DRAWING NO.SIZE

D

SOL. NO. DACW43-96-B-0256

REVISIONS

SYMBOL DESCRIPTION DATE APPROVED

SUBMITTED:

SUBMITTED:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PLOT SCALE:

DATE:

SHEET OF

LOWER MISSISSIPPI RIVER BASIN

MISSISSIPPI RIVER - CLARKSVILLE, MISSOURI

M-L24-1/

BOBBY R. HUGHEY

CHIEF, DESIGN BRANCH

LOCK AND DAM NO. 24

BRIDGE COLUMN REPAIRS

THOMAS J. QUIGLEY

CHIEF, STRUCTURAL SECTION

MAY. 1996

f

CAST STEEL CLASS 20

TYP

(TYP.)

(SEE NOTES 2 & 3)

B

B

AA

SHEET 5 OF 7

FLOW

F L

O W

WT6

C

WEB PL…

WT6

WT6WT6

WEB PL…

CL BOTTOM

CHORD

L TOP

CHORD

(TYP.)

0 3" 6" 9" 12"

SCALE: 3" = 1'-0"

2F

2F

DETAIL F

DETAIL G

SECTION 2F - 2FSECTION 1F - 1F

8‚" NOTES:

SHEET 6 OF 7

11•" 11•"

1'-6" 1'-6"

1'-0" 1'-0"

WEB PL56•x…

1'-0"

1'-0"

10" 10"

1'-6" 1'-6"

WEB PL56•x…

2'-6‚" 2'-6‚"

7"

1'

D

IA

2"

(TYP.)

EDI

REPLACEMENT BULKHEAD

2. HOLES FOR THE PICKUP LUG SHALL BE DRILLED AFTER THE

CENTER OF GRAVITY OF THE BULKHEAD HAS BEEN DETERMINED

BY BALANCING THE BULKHEAD.

C

Y P

1'-0"

„" GAP

(TYP.)

10"

1'-6" 1'-6"

1'-0" 1'-0"

10"

Y P

3•"

1'-0" Š"11•"

MA/RTF

RTF/MA/CMK

ACCESS HOLE

A C

C E

L E

A C

C E

L E

L HOLE

L5x3•xŠ(TYP.)

L6x4x†(TYP.)

L5x3•xŠ(TYP.) A C C E

L E

A C

C E

L E

1'-6" DIA.

IA

1. WORK THIS DRAWING WITH S-10 THRU S-14, AND S-16.

PICKUP LUG (S-14)

PICKUP LUG (S-14)

G.A. HILLEBRENNER

BY BALANCING THE BULKHEAD.

ˆ"+

ˆ

STRUCTURAL

S-15

12345678

12348 7 6 5

A

B

C

D

A

B

C

D

PREPARED BY:

ENGINEERING COMPANY

CHICAGO, ILLINOIS

DESIGN ENGINEER

APPROVED: $$$$DATE-TIME$$$$$$$DESIGN$FILE$SPECIFICATION$$$

DWG. CODE

FILE NO.

DESIGN FILE:

CORPS OF ENGINEERS

U.S. ARMY ENGINEER DISTRICT, ST. LOUIS

ST. LOUIS, MISSOURI

DACW 43

PLOT DATE:

DRAWING NO.SIZE

D

SOL. NO. DACW43-96-B-0256

REVISIONS

SYMBOL DESCRIPTION DATE APPROVED

SUBMITTED:

SUBMITTED:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PLOT SCALE:

DATE:

SHEET OF

LOWER MISSISSIPPI RIVER BASIN

MISSISSIPPI RIVER - CLARKSVILLE, MISSOURI

M-L24-1/

BOBBY R. HUGHEY

CHIEF, DESIGN BRANCH

LOCK AND DAM NO. 24

BRIDGE COLUMN REPAIRS

THOMAS J. QUIGLEY

CHIEF, STRUCTURAL SECTION

MAY. 1996

2F 2F

4"

3"R

(TYP., SEE NOTE 2)

FOR HOLE SPACING

SEE LIFTING LUG (S14)

ˆ

F L

O W

FLOW

F L

O W

(SEE NOTE 2)

OF GRAVITY

CENTER

APPROXIMATE

0 1'12" 3"6"9"

SCALE: 1•" = 1'-0"

1F1F

1F1F

WT6x36

SKIN PL 47xŠWT6x36

SYM. ABOUT CL

L6x4x†

WEB PL56•x…

LC WT6

C WT6L

SKIN PL47xŠ

SYM. ABOUT C

L

WT6x36 (TYP.)

(TYP.)

COVER PL10xƒ

(TYP.)

COVER PL13xƒ

(TYP.)

COVER PL14xƒ

COVER PL14xƒ COVER PL13xƒ

(TYP.)

PL32Œx…x4'-8•"

WT6x36

SKIN PL47xŠ WT6x36

SYM. ABOUT CL

COVER PL13xƒ

COVER PL14xƒ

COVER PL10xƒ

PICKUP LUG (S14)

COVER PL 10xƒ

36x‹x4'-0‚"

REINFORCEMENT PL36x‹x4'-0‚"

REINFORCEMENT PL

36x‹x4'-0‚"

REINFORCEMENT PL

36x‹x4'-0‚"

REINFORCEMENT PL

(TYP., SEE NOTE 2)

HOLES FOR PICKUP LUG

47xŠ

SKIN PL

36x‹x4'-0‚"

REINFORCEMENT PL

36x‹x4'-0‚"

REINFORCEMENT PL

CL HOLE

L7x4x…(CONTINUOUS)

(SEE S-14)

L7x4x1'-2"

L7x4

(TYP.)

(FAR SIDE NOT SHOWN, SEE S-14)

L7x4x… CONTINUOUS

(TYP.)

WT6x36

(TYP.)

L7x4 (CONTINUOUS)

W6x25x0'-7•"

W6x25x0'-7•"

L5x3•xŠ

L6x4x†

L5x3•xŠ

L5x3•xŠ

WEB PL56•x…

WEB PL56•x…

(S-10)

WEB PL56•x…

(TYP.)

L5x3•xŠ

(S-10)

(TYP.)

L5x3•xŠ

PL32x…

PL32Œx…x4'-8•"

L5x3•xŠ(TYP.)

PL32x… 32Œx…x4'-8•"

PL

W6X25 W6X25

(SEE NOTE 2)

OF GRAVITY

APPROXIMATE CENTER

(SEE NOTE 2)

OF GRAVITY

APPROXIMATE CENTER

‚EACH END (TYP.)

GRIND TO BEAR

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP.

TYP. ‚

TYP.

TYP.

TYP.

TYP.

TYP.

BUFFER SHOE SUPPORT PLATE

REACTION ROLLER SUPPORT

GUIDE ROLLER SUPPORT

NOTE:

REPLACEMENT BULKHEAD

SHEET 7 OF 7

5" 1•"1•"

8"

ROUND EDGE •" R

2•" 1"

2•"R

1" •"

3"2•" ƒ

5•"R

FINISH LUG

1•" DIA. ROUGH

1•"R

1"1"

2"

P-2"x…"x2•"L

4•" 4•"‚" ‹" 1„"

7•"7‚"

1'-2ƒ"

1" ƒ

REMOVE SHARP EDGES

GREASE GROOVE …" WIDEx‘" DEEP

1" RECESS

DRILL Œ" FOR

•" COTTER

ROUND CORNERS

10"

D

R E

C E

S S

‚" COTTER

DRILL Š" FOR

SHARP EDGES

x‘" DEEP - REMOVE

GREASE GROOVE ‚" WIDE

DRILL AND TAP TO MATCH

NO. 1460 (OR EQUAL).

„" DIA. ALEMITE DOT FITTING

DRILL AND TAP TO MATCH

NO. 1460 OR EQUAL

„" ALEMITE DOT FITTING

ROUND CORNERS „"R

8•"4•"

CL REACTION ROLLER

CL ROLLER GUIDE

PL…(TYP.)

(SEE DETAIL THIS DWG.)

KEEPER PL

(SEE DETAIL THIS DWG.)

GUIDE ROLLER

L x x

PL32x…x4'-0"

L3•x3 (TYP.)

KEEPER PLATE

NOTCH FOR

NOTCH FOR …" KEEPER PLATE

TAP AT ASSEMBLY

SET SCREW. DRILL AND

‚" DIA.x1" LONG

CAP SCREWS

DRILL FOR …" DIA.

‡" DIA. CAP SCREWS

& TAP ‡" FOR

DRILL 1ˆ" DEEP

ƒ ƒ

FOR NUT (TYP.)

SPOT FACE 5ƒ" DIA.

C.S.

PLS-3x†x0'-3"

Ž

Ž

THIS ONLY

KEEPER PLATE

CAP SCREWS

FOR …" DIA.

DRILL AND TAP

FOR NUT (TYP.)

SPOT FACE 5ƒ" DIA.

ƒ ƒ

P L x

AND TAP TO MATCH

NO. 1460 (OR EQUAL). DRILL

„" DIA. ALEMITE DOT FITTING

MA/RTF

EDI

RTF/MA/CMK

(DRIVE FIT)

LUG ON BUFFER SHOE

DRILL FOR 1•" DIA.

4 PLS-9x1x1'-3•"

C x

C x

A L

S

Ž

W

B

A T

E S

Ž

DRAIN HOLE

1•" DIA.

‡" DIA. BOLTS

DRILL FOR

D R

IL

R

B O

L T

S

1. WORK THIS DRAWING WITH S-10 THRU S-15.

G.A. HILLEBRENNER

+.020"

BORE 4•" DIA.

+.020"

BORE 4" DIA.

16 17

STRUCTURAL

S-16

12345678

12348 7 6 5

A

B

C

D

A

B

C

D

PREPARED BY:

ENGINEERING COMPANY

CHICAGO, ILLINOIS

DESIGN ENGINEER

APPROVED: $$$$DATE-TIME$$$$$$$DESIGN$FILE$SPECIFICATION$$$

DWG. CODE

FILE NO.

DESIGN FILE:

CORPS OF ENGINEERS

U.S. ARMY ENGINEER DISTRICT, ST. LOUIS

ST. LOUIS, MISSOURI

DACW 43

PLOT DATE:

DRAWING NO.SIZE

D

SOL. NO. DACW43-96-B-0256

REVISIONS

SYMBOL DESCRIPTION DATE APPROVED

SUBMITTED:

SUBMITTED:

DESIGNED BY:

DRAWN BY:

CHECKED BY:

PLOT SCALE:

DATE:

SHEET OF

LOWER MISSISSIPPI RIVER BASIN

MISSISSIPPI RIVER - CLARKSVILLE, MISSOURI

M-L24-1/

BOBBY R. HUGHEY

CHIEF, DESIGN BRANCH

LOCK AND DAM NO. 24

BRIDGE COLUMN REPAIRS

THOMAS J. QUIGLEY

CHIEF, STRUCTURAL SECTION

MAY. 1996

1" RECESS

10…"

1‚"

‚"R

ROUND TO ‚"R

1‚

•"R

5†" 5‡"

11•"

DRILL Š" DIA.

3•" 3•"

1" ‹"

8"

8…"

DRILL Š" DIA.

1…" 1…"

7„"

2‡" ƒ"ƒ"

DRILL Š" DIA.

1ƒ" RECESS

4…" S.S.

6ƒ" 4•"

4"R"TOP"

MARK

3"

5"

10•" B-B S

Š

2•"

1•" 1•"

8"

L-7x4x…

PL2x•

S10x25.4

0 3" 6" 9" 12"

SCALE: 3" = 1'-0"

0 1'12" 3"6"9"

SCALE: 1•" = 1'-0"

BRIDGE NUT

STD.

BORE 2•" DIA.+.020"

+.020"

BORE 4•" DIA.

REACTION ROLLER

PIN

PIN

GUIDE ROLLER

BUFFER SHOE

KEEPER PLATE

PIN NUT

CAST STEEL

STRUCTURAL STEEL

CAST STEEL

f f f f

CAST STEEL

f f

SCALE: 1•"=1'-0"

STRUCTURAL STEEL

SCALE: 1•"=1'-0"

UNLESS OTHERWISE NOTED

STD. BRIDGE NUT

ASTM A 668

ASTM A 668

ASTM A 668

GRADE (105-85)

GRADE (80-40)

GRADE (80-40)