STATE STATE PROJECT REFERENCE NO.

F. A. PROJ. NO. DESCRIPTION

NO.TOTALSHEETS

N.C.SHEET

PROJECT LENGTH

LETTING DATE:

Prepared in the Office of:

STATE PROJECT NO.

NORTH CAROLINA DEPARTMENT OF TRANSPORTATION

2006 STANDARD SPECIFICATIONS

1

BRIDGE MANAGEMENT UNIT

MANAGEMENT ENGINEER

STATE BRIDGE

DAN HOLDERMAN, PE

DESIGN ENGINEER

DE

PA

RT

M

EN

T OF TRANSPO

RT

ATI

ON

ST

AT

E

OF

NORTH CA

R

OLIN

A

MIKE SUMMERS

PROJECT MANAGER

BRIDGE MANAGEMENT

$

FIL

E$

$TIM

E$

$D

AT

E$

RICK NELSON, PE

CURRITU

CK

CAM

DEN

CH

OW

AN

PERQUIM

ANS

PASQUOTAN

K

GATES

TYRRELL DARE

HYDEBEAUFORT

MARTIN

BERTIE

HERTFORD

HALIFAX

WASHINGTON

CARTERET

PAMLICO

CRAVEN

WARREN

WILSON

EDGECOMBE

PITT

JOHNSTON

HANOVERNEW

BRUNSWICK

PENDER

ONSLOW

JONES

LENOIR

DUPLIN

COLUMBUS

BLADEN

SAMPSON

CUMBERLAND

ROBESON

WAYNE

VANCE

WAKE

DURHAM

PERSON

ORANGE

CHATHAM

ALAMANCE

CASWELLROCKINGHAM

GUILFORD

RANDOLPH

STOKES

FORSYTH

DAVIDSON

HARNETT

LEE

MOORE

HOKE

SCOTLAND

RICHMONDANSON

MONTGOMERY

STANLY

DAVIE

ROWAN

CABARRUS

UNION

MECKLENBURG

GASTON

LINCOLN

CATAWBA

IREDELL

ALEXANDER

WILKES

YADKIN

SURRY

ALLEGHANYASHE

WATAUGA

AVERY

CLEVELAND

RUTHERFORD

BURKE

CALDWELL

MCDOWELL

POLK

HENDERSON

BUNCOMBE

YANCEYMADISON

TRANSYLVANIA

JACKSON

HAYWOOD

SWAIN

GRAHAM

CHEROKEE

CLAY

MACON

MITCHELL

NORTHAMPTON

GREENE

DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA

20208

SEAL

NEER

IGN

E

SEF

OR

P

SION

AL

SON

JR

N.B

C

IR

E .

,

TRO

N

AROLI

NA

EL

CH

PE

CONSTR

FRANKLIN

NASH

GRANVILLE

13

r70

INLE

T

NE

WPOR

T

LennoxPoint

ATLANTIC BEACH

CITYMOREHEAD

BEAUFORTPOP. 3,852

POP. 6,095

POP. 1,977

CARROT

ISLAND

4 4 44 4

4

q101E

FF

LI

NE

CARTERET COUNTY

BK-5102H

r70

REPAIRS & PAINTING

TYPE OF WORK: BRIDGE PRESERVATION - STRUCTURAL STEEL

LOCATION: US 70 OVER NEWPORT RIVER

42580.1.1

42580.3.8

BRNHS-0070(141)

BRNHS-0070(141)

PR

OJE

CT:

BK-510

2H

AUGUST 19, 201007/16/10

CO

NT

RA

CT

NO. D

O00080

L 4 X 4 X �

HALF SECTION @ PANEL POINT 7

12WF27 12WF27

12WF2712WF2712WF2712WF27

HALF SECTION @ PANEL POINT 1

L 3 x 3 x� L 3 x 3 x�L 3 x 3 x� L 3 x 3 x�

L 3 x 3 x�L 3 x 3 x�

L 3 x 3 x�

w/FILL WASHER

�" H.S. BOLT

CLIP L

4 x 3 x�

CLIP L

4 x 3 x�

CROWN

{ BRIDGE & ROADWAY

HALF SECTION @ PANEL POINT 4 & 10

7’-3" 7’-3" 7’-3"7’-3"

12 x�} 12 x�}

NO. NO.BY: BY:DATE: DATE:

REVISIONS SHEET NO.

TOTALSHEETS

STATE OF NORTH CAROLINA

RALEIGH

DEPARTMENT OF TRANSPORTATION

12

3

4

DATE:

DATE:AGA

06/10

06/10

DRAWN BY:

CHECKED BY:

MJW/RW

VA

RI

ES

VA

RI

ES

$$$$USERNAME$$$$$$$$$$SYSTIME$$$$$ $$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$

COUNTY:

STATION:

PROJECT NO.

CARTERET

BRIDGE NO. 13

BK-5102H

TYPICAL SECTION

PAY ITEM QUANTITY

STRUCTURAL STEEL REPAIR (APPROX. LBS.)

TOTAL BILL OF MATERIAL

4,117 LBS.

20 EA.

NOTES

SYMM @ THIS {

HALF SECTION @ PANEL POINT 2 3 5 6 8 9

12 x�}12 x�}12 x�} 12 x�}

7’-3" 7’-3" 7’-3"

LS

LS

7’-3"

ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS.

CONTRACTOR SHALL SUBMIT PLANS FOR REMOVAL AND REPAIR IN ACCORDANCE WITH

PERFORMED SO AS NOT TO ALLOW DEBRIS TO FALL INTO THE WATER. THE

REMOVAL AND REPAIR OF THE EXISTING PORTIONS OF THE BRIDGE SHALL BE

AT THE PROJECT SITE.

BRIDGE AND REPAIR DETAILS SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS

OR ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING

WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS

THE CONVENIENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL HAVE NO CLAIM

THE BEST INFORMATION AVAILABLE. SINCE THIS INFORMATION IS SHOWN FOR

EXISTING BRIDGE AND REPAIR DETAILS INDICATED ON THE PLANS ARE FROM

FOR HIGH STRENGTH BOLTS, SEE SPECIAL PROVISIONS.

ADDED TO THE BOTTOM FLANGE. SEE DETAIL ON "REPAIR DETAILS" SHEET.

REPLACEMENT CONNECTOR PLATES REQUIRE COPING WHEN ANGLE SECTIONS ARE

STANDARD SPECIFICATIONS.

TENSION INDICATOR WASHERS IN ACCORDANCE WITH ARTICLE 440-8 OF THE

TENSION ON THE AASHTO M164 BOLTS SHALL BE CALIBRATED USING DIRECT

THE GIRDER AND SHALL BE PLUMB.

REPLACEMENT CONNECTOR PLATES ARE TO BE PLACED NORMAL TO THE WEB OF

WHEN REPLACING CONNECTOR PLATES FOR DIAPHRAGM CONNECTIONS, THE

NOTED.

ALL FIELD CONNECTIONS TO BE �" ~ HIGH STRENGTH BOLTS UNLESS OTHERWISE

ALL DIMENSIONS SHOWN ARE HORIZONTAL OR VERTICAL, UNLESS OTHERWISE NOTED.

OF ARTICLE 442-7 OF THE STANDARD SPECIFICATIONS. SEE SPECIAL PROVISIONS.

EXISTING STRUCTURAL STEEL SHALL BE PAINTED IN ACCORDANCE WITH SYSTEM 1

SPECIFICATIONS UNLESS OTHERWISE NOTED ON THE PLANS.

PAINTED IN ACCORDANCE WITH SYSTEM 1 OF ARTICLE 442-7 OF THE STANDARD

STRUCTURAL STEEL REPAIR MATERIAL SHALL BE AASHTO M270 GRADE 50 AND

INCLUDED IN THE BID PRICE FOR "STRUCTURAL STEEL REPAIR".

PORTIONS OF CONNECTOR PLATES AND ANY MISCELLANEOUS STEEL SHALL BE

TO REMOVE THE EXISTING DIAPHRAGMS, CONNECTOR PLATES, GUSSET PLATES,

THE COST OF LABOR, MATERIALS, TOOLS, EQUIPMENT AND INCIDENTALS NECESSARY

CLEAN AND PAINT EXISTING BEARING (EA.)

LS

SYMM @ THIS {

UNDER STRUCTURE PLATFORM (LS)

POLLUTION CONTROL (LS)

CLEAN AND PAINT EXISTING STRUCTURE (LS)

S-2

N/A

ALL VISUAL AND NON DESTRUCTIVE WELD TESTING SHALL BE PERFORMED BY NCDOT.

STEEL REPAIR". SEE SPECIAL PROVISIONS.

THE EXISTING GIRDERS SHALL BE INCLUDED IN THE BID PRICE FOR "STRUCTURAL

THE COST ASSOCIATED WITH WELDING THE STRUCTURAL STEEL REPAIR PLATES TO

FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.

FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.

FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.

PRICE FOR "CLEAN AND PAINT EXISTING STRUCTURE".

MATERIALS CONTAINING LEAD BASED PAINT SHALL BE INCLUDED IN THE BID

APPLICABLE STATE OR FEDERAL REGULATIONS PERTAINING TO HANDLING OF

STANDARD SPECIFICATIONS. ANY COSTS RESULTING FROM COMPLIANCE WITH

LEAD, THE CONTRACTOR’S ATTENTION IS DIRECTED TO ARTICLE 107-1 OF THE

INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL CONTAINS

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

RALEIGH

REVISIONS

NO. NO.BY BYDATE DATE

1 3

2 4

SHEET NO.

TOTAL SHEETS

1 2 3 4 5 6 7 8 9

G5

G4

G3

G2

G1

{ BENT #17SPAN 17 SPAN 18{ BENT #16

L 4 X 4 X �

12WF27

{ BRIDGE & ROADWAY

FRAMING PLAN

12WF27

L 3 x 3 x�

7’-3"

VA

RI

ES

12 X �}

DATE:

DATE:

MJW

AGA

06/10

06/10CHECKED BY:

DRAWN BY:

PLAN

AT PANEL POINT 4

SYMM @ THIS {

EXISTING DIAPHRAGMEXISTING DIAPHRAGM

BK-5102H

{ GIRDER 1

{ GIRDER 2

{ GIRDER 3

{ GIRDER 4

{ GIRDER 5

IN DETAILS ON SHEET #4

TOP STRUT AS SHOWN

IN ALL BAYS REPLACE

SEE SHEET #6

FOR CONNECTION DETAILS

ANGLES @ BOTH ENDS

BRACE, GUSSETS AND

REPLACE LATERAL

AT PANEL POINT 7 & 13

BRIDGE NO.

STATION:

COUNTY:

PROJECT NO.

DETAILS SEE SHEET #6

FOR CONNECTION

ANGLES @ BOTH ENDS

BRACE, GUSSETS AND

REPLACE LATERAL

CARTERET

13

$$$$USERNAME$$$$$$$$$$SYSTIME$$$$$ $$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$

FLANGE WELD

WEB/BOTTOM

REPAIR CRACKED

DETAIL #7

REPAIR

DIAPHRAGM

REPLACE BOTTOM

12 x �}

PAINT

CLEAN AND

7’-3"

S-3

G_

#

GIRDER LINE

PANEL NUMBER

KEY

(TYP.)

LATERAL BRACE

BOTT. LATERALS

TYP. FOR ALL

L3�X3�X�"

DIAPH. (TYP.)

INTERMEDIATE

N/A

{ BRIDGE & ROADWAYSYMM @ THIS {

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

RALEIGH

REVISIONS

NO. NO.BY BYDATE DATE

1 3

2 4

SHEET NO.

TOTAL SHEETSDATE:

DATE:

MJW

AGA

06/10

06/10

9 10

G5

G4

G3

G2

G1

{ BENT #18

11

SPAN 18 SPAN 19

W12x26

CUT & CHIP CUT & CHIP

3/16

1�"

12"

L 4 X 4 X �

{ BRIDGE & ROADWAY

7’-3"

2�

" 2�

" 2�

"

2�

"

2�"

* FIELD VERIFY DIMENSION

PLAN

CHECKED BY:

DRAWN BY:

REPLACEMENT BEAM

PLAN

ELEVATION

& PLATE

REPLACE BEAM

$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$

AT BENT 17 & 18

SYMM. @ THIS {

PROPOSED DIAPHRAGM

SECTION THRU DIAPHRAGMS

{ GIRDER 5

{ GIRDER 4

{ GIRDER 3

{ GIRDER 2

{ GIRDER 1

DETAILS SEE SHEET #7

FOR CONNECTION

ANGLES @ BOTH ENDS

BRACE, GUSSETS AND

REPLACE LATERAL DETAILS SEE SHEET #7

FOR CONNECTION

ANGLES @ BOTH ENDS

BRACE, GUSSETS AND

REPLACE LATERAL

IN DETAILS BELOW

TOP STRUT AS SHOWN

IN ALL BAYS REPLACE

BENT 17 BAY #4 ONLY

NEW ANGLE FOR

AT BENT 17 & 18

12 13 14 15 16 17

$$$$USERNAME$$$$$$$$$$SYSTIME$$$$$ $$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$

12 x�}

W12X26

DETAIL #8

REPAIR

(CENTERED ON W12x26)

12"X�" {

EACH SIDE OF STIFFENER.

EXISTING �" EXP. JT. MAT’L ON

#

GIRDER LINE

PANEL NUMBER

KEY

G_

BRIDGE NO.

STATION:

COUNTY:

PROJECT NO.BK-5102H

CARTERET

13

BOTT. LATERALS

TYP. FOR ALL

L3�X3�X�"

(TYP.)

LATERAL BRACE

DIAPH. (TYP.)

INTERMEDIATE

FABRICATING NEW BEAM.

BOLT HOLE LOCATIONS BEFORE

FIELD MEASURE LENGTH &

EXP. JT

{ OF 1" EXIST.

S-4

N/A

DIAPHRAGM DETAILS

AND

FRAMING PLAN

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

RALEIGH

REVISIONS

NO. NO.BY BYDATE DATE

1 3

2 4

SHEET NO.

TOTAL SHEETS

G5

G4

G3

G2

G1

G5

G4

G3

G2

G1

{ BENT #19

SPAN 19

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

RALEIGH

REVISIONS

NO. NO.BY BYDATE DATE

1 3

2 4

SHEET NO.

TOTAL SHEETSDATE:

DATE:

MJW

AGA

06/10

06/10CHECKED BY:

DRAWN BY:

FRAMING PLAN

BK-5102H

BRIDGE NO.

STATION:

COUNTY:

PROJECT NO.CARTERET

13

18 19

$$$$USERNAME$$$$$$$$$$SYSTIME$$$$$ $$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$

PLAN

S-5

N/A

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

RALEIGH

REVISIONS

NO. NO.BY BYDATE DATE

1 3

2 4

SHEET NO.

TOTAL SHEETS

{ BENT #16

{ BENT #17

SPAN 17

99’-10�"

3’-7�"130’-0�"

DATE:

DATE:AGA

06/10

06/10CHECKED BY:

DRAWN BY: MJW/RW

ELEVATION

NO. #16 & #17

DETAILS SPAN

LATERAL CONNECTION

BK-5102HPROJECT NO.

COUNTY:

STATION:

BRIDGE NO.

CARTERET

13

$$$$USERNAME$$$$$$$$$$SYSTIME$$$$$ $$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$

S-6

7’-

3�

"

5’-

6"

L 3�"X3�"X�"

EXISTING GIRDER

3" END OF WELD

(TYP.)

�" |�"

�TYP.

�"TYP.

EXISTING GIRDER

3"

OF GIRDER

BOTTOM FLANGE

(TYP.)

�" |�"

OF GIRDER

BOTTOM FLANGE

6"

CLIP L

4"X3"X�"

L 3�"X3�"X�"

L 3�"X3�"X�"

L 3�"X3�"X�"

L 3�"X3�"X�"

2�"

L 3�"X3�"X�"

2�"

L 3�"X3�"X�"

L 3�"X3�"X�"

6"

BOLTED TO ANGLE

�" GUSSET }

CLIP L

4"X3"X�"

L 3�"X3�"X�"

2�" CTS.

2 SPA. @

2�" CTS.

2 SPA. @

AT BENT 17

GIRDER G-1

OF BENT 17LEFT

GIRDER G-2

RIGHT OF BENT 17

GIRDER G-3

LEFT OF BENT 17

GIRDER G-3

RIGHT OF BENT 17

GIRDER G-2

WELD DETAILSSECTION THRU CONNECTION (TYP.)

DETAIL OF BOTTOM LATERAL CONNECTIONS

(TYP.)

2�"

(TYP.)

2�" CTS.

2 SPA. @

} (TYP.)

CONN. OR STIFF.

EXISTING

} (TYP.)

CONNECTOR

EXISTING

} (TYP)

CONNECTOR

EXISTING

} (TYP.)

CONNECTOR

EXISTING

2�" CTS.

2 SPA. @

} (TYP.)

STIFFENER

EXISTING

} (TYP.)

STIFFENER

EXISTING

(TYP.)

2�"

2�" CTS.

2 SPA. @ (TYP.)

2�"

(TYP.)

2�" CTS.

2 SPA. @

2�" CTS.

2 SPA. @

2�" CTS.

2 SPA. @

(TYP.)

2�" CTS.

2 SPA. @

(TYP.)

2�" CTS.

2 SPA. @

(TYP.)

�" GUSSET }

GIRDER 5 AT BENT 17 SIMILAR

STIFF. } (TYP.)

CONN. OR

EXISTING

N/A

TY

P.

2"

BOLT (TYP.)

1�" TO { OF

5’-

8"

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

RALEIGH

REVISIONS

NO. NO.BY BYDATE DATE

1 3

2 4

SHEET NO.

TOTAL SHEETSDATE:

DATE:AGA

06/10

06/10CHECKED BY:

DRAWN BY: MJW/RW

NO. #17 & #18

DETAILS SPAN

LATERAL CONNECTION

BK-5102HPROJECT NO.

COUNTY:

STATION:

BRIDGE NO. 13

CARTERET

$$$$USERNAME$$$$$$$$$$SYSTIME$$$$$ $$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$

ELEVATION

37’-2"37’-2"

{ BENT #17 { BENT #18

66’-8"

SPAN 18

4’-

6"

7’-

3�

"

7’-

3�

"

4’-

6"

S-7

L 3"X3"X�"

6"

BOLTED TO ANGLE

�" GUSSET }

CLIP L

4"X3"X�"

L 3�"X3�"X�"

L 3�"X3�"X�"

2�" CTS.

2 SPA. @

EXISTING GIRDER

3" END OF WELD

(TYP.)

�" |�"

�TYP.

OF GIRDER

BOTTOM FLANGE

L 3�"X3�"X�"

L 3�"X3�"X�"

2�" CTS.

2 SPA. @

L 3�"X3�"X�"

END OF WELD

�"TYP.

3"

OF GIRDER

BOTTOM FLANGE

(TYP.)

�" |�"

RIGHT OF BENT 18

GIRDER G-3

LEFT OF BENT 18

GIRDER G-2

LEFT OF BENT 18

GIRDER G-4

LEFT OF BENT 18

GIRDER G-3

SECTION THRU CONNECTION (TYP.)

GIRDER 5 AT BENT 18 SIMILAR GIRDER 2 RT. OF BENT 18 SIMILAR

L 3�"X3�"X�"

AT BENT 18

GIRDER 1

DETAIL OF BOTTOM LATERAL CONNECTIONS

TYPICAL WELD DETAILS

} (TYP)

CONNECTOR

EXISTING

EXISTING GIRDER

} (TYP.)

CONNECTOR

EXISTING

STIFF. } (TYP.)

CONN. OR

EXISTING

2�" (TYP.)

} (TYP.)

STIFFENER

EXISTING

} (TYP.)

CONN. OR STIFF.

EXISTING

(TYP.)

FLANGE

BOTTOM

2�" CTS.

2 SPA. @

(TYP.)

2�"

2�" CTS.

2 SPA. @

(TYP.)

2�"

(TYP.)

2�" CTS.

2 SPA. @

} (TYP.)

�" GUSSET

(TYP.)

2�" CTS.

2 SPA. @

L 3�"X3�"X�"

(TYP.)

2�" CTS.

2 SPA. @

(TYP.)

2�"

2�" CTS.

2 SPA. @

2�" CTS.

2 SPA. @

2�" CTS.

2 SPA. @

} (TYP.)

�" GUSSET

(TYP.)

2�"

(TYP.)

2�" CTS.

2 SPA. @

N/A

BOLT (TYP.)

1�" TO { OF

TY

P.

2"

STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION

RALEIGH

REVISIONS

NO. NO.BY BYDATE DATE

1 3

2 4

SHEET NO.

TOTAL SHEETS

{ BENT #18 { BENT #19

29’-8" 100’-4�"

3’-7�"

130’-2�"

DATE:

DATE:AGA

06/10

06/10CHECKED BY:

DRAWN BY: MJW/RW

REMOVAL

INCIDENTAL

REPAIR 7

REMOVAL

INCIDENTAL

BOLTS, BAYS 1-4

REPLACE TOP STRUT &

BOLTS w/NUTS.)

PLATES & ANGLE CLIPS &

BRACES (PLUS GUSSET

REPLACE BOTTOM LATERIAL

REPAIR 13

REMOVE BOTTOM STRUT (BAY 4 ONLY)

REMOVE TOP DIAPHRAGM

REMOVE BOTTOM LATERAL BRACES

BOLTS w/NUTS.)

PLATES & ANGLE CLIPS &

BRACES (PLUS GUSSET

REPLACE BOTTOM LATERIAL

(BAY #4 ONLY)

REPLACE BOTTOM STRUT

BOLTS, BAYS 1-4

REPLACE TOP STRUT &

122 LBS

35 LBS

342 LBS

117 LBS

69 LBS

44 LBS

571 LBS

728 LBS

TOTAL 2028 LBS

REMOVE TOP DIAPHRAGM

REMOVE BOTTOM LATERAL PLATES

TOTAL

44 LBS

571 LBS

728 LBS

2089 LBS

150 LBS

42 LBS

411 LBS

143 LBS

NO. #18 & #19

BENTS

SPAN 19

SPAN 19

ELEVATION

1 - L4X3X3/8" ANGLE CLIP

64 - �"X2" H.S. BOLT w/NUT

4 - �" } X12"X7 FT

4 - W12X26 w/CHIPPED & CLIPPED ENDS

12 - �" GUSSET }

72 - �" H.S. BOLT w/NUT

6 - L3�X3�X�" LATERAL BRACE

12 - L4X3X�" ANGLE CLIP

64 - �" H.S. BOLT w/NUT

4 - �" } X12"X7 FT

4 - W12X26 w/CHIPPED & CLIPPED ENDS

$$$$USERNAME$$$$$$$$$$SYSTIME$$$$$ $$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$

10- �" GUSSET } (8)

60 - �" H.S. BOLT w/NUT

5 - L3�X3�X�" LATERAL BRACE

10- L4X3X�" ANGLE CLIP

S-8

5’-

6"

7’-

3�

"

BK-5102HPROJECT NO.

COUNTY:

STATION:

BRIDGE NO. 13

CARTERET

5’-

8"

N/A