State profile · Near national median SD

North Carolina bridge safety

Condition ratings, load ratings, and structural-deficiency data for every public highway bridge in North Carolina — drawn straight from the FHWA National Bridge Inventory.

18,901
Public bridges
35.8%
Good condition
6.2%
Poor condition
6.2%
Structurally deficient

Total Bridges

18,901

Public highway bridges in North Carolina

Good Condition

35.8%

6,773 bridges rated 7-9

-14.2pp vs 50% benchmark

Poor Condition

6.2%

1,165 bridges rated 0-4

Structurally Deficient

6.2%

1,165 bridges flagged for repair priority

-0.8pp vs national avg 7.0%

North Carolina vs national bridge condition

North Carolina — Good condition share 35.8%
National avg

Share of bridges rated 7-9 on the FHWA 0-9 scale (deck, superstructure, substructure all good).

North Carolina — Structurally deficient share 20.5%
National avg

Lower is better. Bar maxes at 30% (worst-state ceiling). National average sits at 7.0%.

North Carolina vs nearby ranks

Adjacent states on the structurally deficient leaderboard (lower share = better)

States are ranked by share of bridges flagged structurally deficient — the FHWA classification for any span where deck, superstructure, or substructure carries a condition rating of 4 or below. Lower percentages indicate stronger maintenance funding and inspection follow-through. States here sit immediately above and below North Carolina on the same metric.

45

South Carolina

6.10% top marginal rate
Structure
Progressive
Burden @ $100K
$5,396

55

Wisconsin

6.13% top marginal rate
Structure
Progressive
Burden @ $100K
$14,851
Selected

37

North Carolina

6.16% top marginal rate
Structure
Progressive
Burden @ $100K
$18,901

15

Hawaii

6.47% top marginal rate
Structure
Progressive
Burden @ $100K
$1,206

30

Montana

6.70% top marginal rate
Structure
Progressive
Burden @ $100K
$5,122

Bridges Needing Most Attention in North Carolina

Six lowest-condition bridges in North Carolina, ranked by composite NBI rating. Each is inspected at least every 24 months.

All Bridges in North Carolina

GUM BRANCH ROAD

Good

Over: GUM BRANCH

0.6 MI.W.JCT.NC16, Mecklenburg, NC

Built 1979 Load: 30.8 t ADT: 2,200

CHARLOTTETOWNE AVE

Good

Over: LITTLE SUGAR CREEK

0.13 MI.W.JCT.SR3816, Mecklenburg, NC

Built 2008 Load: 30.8 t ADT: 17,000

JOHNSTON RD.

Good

Over: MCMULLEN CREEK

0.1 MI.N.JCT.NC51, Mecklenburg, NC

Built 1992 Load: 30.8 t ADT: 30,000

QUAIL HOLLOW RD.

Good

Over: MCMULLEN CREEK

0.2MI.N.JCT.CARMEL RD., Mecklenburg, NC

Built 1965 Load: 30.8 t ADT: 17,500

PAW CREEK ROAD

Good

Over: PAW CREEK

0.3MI.W.JCT.TODDVILLE RD., Mecklenburg, NC

Built 1982 Load: 30.8 t ADT: 1,400

EAST HARRIS BLVD.

Good

Over: CAMPBELL CREEK

0.6 MI.S.JCT.IDLEWILD RD., Mecklenburg, NC

Built 1989 Load: 30.8 t ADT: 18,000

JOHNSTON ROAD

Good

Over: MCALPINE CREEK

.3 MI.S.JCT.PORTER F.R., Mecklenburg, NC

Built 2002 Load: 30.8 t ADT: 18,250

SR 4968(TOMSHORTRD

Good

Over: UT TO SIXMILE CREEK

.1 MI N LONGVIEW CLUB DR, Mecklenburg, NC

Built 1997 Load: 30.8 t ADT: 6,600

SR1457

Good

Over: GRASSY CREEK

0.5 MI. S. JCT. SR1419, Moore, NC

Built 1995 Load: 30.8 t ADT: 150

US301BUS

Good

Over: TAR RIVER

0.15 MI. S.JCT. NC43,NC64, Nash, NC

Built 1982 Load: 30.8 t ADT: 8,500

RIVER ROAD

Good

Over: BARNARDS CREEK

0.25 MI.S.JCT SR1186, New Hanover, NC

Built 1998 Load: 30.8 t ADT: 5,800

US74E.RAMP

Good

Over: CSX RR

0.5MI. E.. JCT MCRAE ST., New Hanover, NC

Built 2005 Load: 30.8 t ADT: 3,000

SR1010

Good

Over: BOLIN CREEK

1.6 MI. N. JCT. NC86, Orange, NC

Built 1952 Load: 30.8 t ADT: 12,500

WILLOW DRIVE

Good

Over: BOOKER CREEK

0.1 MI. E. JCT.US15/US501, Orange, NC

Built 1999 Load: 30.8 t ADT: 2,400

SR1155

Good

Over: BRIGHTS CREEK

1.5 MI.W.JCT.SR1138, Polk, NC

Built 1960 Load: 30.8 t ADT: 80

NC41

Good

Over: COTTON MILL BRANCH

0.1 MI.N.JCT.SR2413, Robeson, NC

Built 2003 Load: 30.8 t ADT: 11,000

BOYS CAMP ROAD

Good

Over: ROCK CREEK

0.6 MI.E.JCT.US64, Rutherford, NC

Built 1938 Load: 30.8 t ADT: 400

SR1713

Good

Over: ROBERSON CREEK

.5 MI.S.JCT.SR1538, Rutherford, NC

Built 1980 Load: 30.8 t ADT: 300

SR1401

Good

Over: UT TO LONG CREEK

0.2 MI. E. JCT. SR1214, Stanly, NC

Built 1994 Load: 30.8 t ADT: 300

CALHOUN STREET

Good

Over: MELCHOR BRANCH

0.02MI.N.JCT.HAWTHORN AVE, Stanly, NC

Built 1978 Load: 30.8 t ADT: 150

MELCHOR ROAD

Good

Over: MELCHOR BRANCH

.04MI.N.JCT.HAWTHORNE AVE, Stanly, NC

Built 1978 Load: 30.8 t ADT: 750

KINGSLEY DRIVE

Good

Over: LONG CREEK

0.6 MI.W.JCT.SR1274, Stanly, NC

Built 2008 Load: 30.8 t ADT: 800

ACCESS RD.

Good

Over: LITTLE LONG CREEK

1.0MI.W.JCT.MORGAN RD., Stanly, NC

Built 1985 Load: 30.8 t ADT: 1,100

SMITH STREET

Good

Over: MELCHOR BRANCH

.1 MI.N.JCT.AVONDALE AVE., Stanly, NC

Built 1998 Load: 30.8 t ADT: 750

SR2238

Good

Over: PHEASANT CREEK

.5 MI.N.JCT.SR2241, Surry, NC

Built 2016 Load: 30.8 t ADT: 100

NO DATA ENTERED

Good

Over: COURTHOUSE CREEK

NO DATA ENTERED, Transylvania, NC

Built 2014 Load: 30.8 t ADT: 50

SR1515

Good

Over: SOUTH FORK CROOKED CREEK

0.4 MI. N. JCT. US74, Union, NC

Built 1993 Load: 30.8 t ADT: 9,700

SR1631

Good

Over: MEADOW BRANCH

0.5 MI. S. JCT. SR1751, Union, NC

Built 1997 Load: 30.8 t ADT: 1,700

FAITH CHURCH ROAD

Good

Over: SOUTH FORK CROOKED CREEK

S.UNIONVILLE-INDIAN TRAI, Union, NC

Built 2008 Load: 30.8 t ADT: 1,500

SR3466

Good

Over: HARE SNIPE CREEK

200' W. JCT.LEESVILLE RD., Wake, NC

Built 1990 Load: 30.8 t ADT: 22,000

LASSITER MILL RD.

Good

Over: CRABTREE CREEK

0.9MI.S.JCT.SIX FORKS RD., Wake, NC

Built 1961 Load: 30.8 t ADT: 12,500

ROSE LANE

Good

Over: WALNUT CREEK

0.9 MI.S.JCT.POOLE RD., Wake, NC

Built 2001 Load: 30.8 t ADT: 250

CARY PARKWAY

Good

Over: BLACK CREEK

.2MI.E.JCT.NORWELL BLVD., Wake, NC

Built 1991 Load: 30.8 t ADT: 11,500

APEX PEAKWAY

Good

Over: CSX RAILROAD

0.2 MI. W. JCT. SR1306, Wake, NC

Built 2010 Load: 30.8 t ADT: 11,000

NEW FALLS OF NEUSE

Good

Over: RICHLAND CREEK

.2MI.W.JCT.COMMON OAKS DR, Wake, NC

Built 2010 Load: 30.8 t ADT: 22,000

NEW FALLS OF NEUSE

Good

Over: RICHLAND CREEK

.2MI.W.JCT.COMMON OAKS DR, Wake, NC

Built 2010 Load: 30.8 t ADT: 22,000

S.MCDOWELL ST.

Good

Over: CONVENTION CENTER

INT. CABARRUS/MCDOWELL ST, Wake, NC

Built 2006 Load: 30.8 t ADT: 18,000

CORNISH ROAD

Good

Over: MIDDLE FORK CREEK

0.1 MI.W.JCT.US321, Watauga, NC

Built 1997 Load: 30.8 t ADT: 300

SR2149

Good

Over: BIG BUGABOO CREEK

.5 MI.S.JCT.SR2065, Wilkes, NC

Built 2012 Load: 30.8 t ADT: 170

SR1644

Good

Over: BLACK CREEK

0.5MI.S. JCT.SR1645, Wilson, NC

Built 1986 Load: 30.8 t ADT: 100

KINCAID AVENUE

Good

Over: HOMINY SWAMP CANAL

20 FT.W.JCT.CANAL DRIVE, Wilson, NC

Built 1983 Load: 30.8 t ADT: 250

SR1153

Good

Over: FISHER CREEK

.4 MI.W.JCT.SR1152, Yadkin, NC

Built 2023 Load: 30.8 t ADT: 130

US19E NBL

Good

Over: PRICE CREEK

0.1MI.N.JCT.SR1136, Yancey, NC

Built 2011 Load: 30.8 t ADT: 5,250

NFSR 472

Good

Over: NEALS CREEK

2 MI. S. JCT. NC 80, Yancey, NC

Built 1979 Load: 30.8 t ADT: 50

IRR BIA RTE 412

Good

Over: SOCO CREEK

9.7 KM E OF CHEROKEE NC, Jackson, NC

Built 1978 Load: 31.2 t ADT: 514

IRR BIA ROUTE 405

Good

Over: BUNCHES CREEK

11.7 KM NE OF CHEROKEE NC, Swain, NC

Built 1996 Load: 31.3 t ADT: 75

NFSR 81

Good

Over: BOB CREEK

7.1 MI. FROM SR 1127, Graham, NC

Built 1997 Load: 31.4 t ADT: 50

NC93

Good

Over: ROCK CREEK

.5 MI.W.JCT.US221, Alleghany, NC

Built 1992 Load: 31.7 t ADT: 1,500

SR1479

Good

Over: BIG PINE CREEK

.1 MI.N.JCT.SR1481, Alleghany, NC

Built 1960 Load: 31.7 t ADT: 100

SR1308

Good

Over: SOUTH FORK NEW RIVER

50 FT.E.JCT.SR1549, Ashe, NC

Built 2002 Load: 31.7 t ADT: 370

Showing 11,301-11,350 of 18,901 bridges

Data sourced from the FHWA National Bridge Inventory (NBI), latest released cycle. See our methodology for details. Retrieved and formatted by PlainBridges Editorial.

Disclaimer: This information is provided for informational purposes only and does not constitute professional advice. Data is sourced from the FHWA National Bridge Inventory (NBI). A "structurally deficient" rating is a repair-priority signal, not a closure or unsafe-to-cross designation. Consult a qualified civil engineer before making decisions based on this data.