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

SR1337

Good

Over: COVE CREEK

.1 MI.E.JCT.SR1381, Rutherford, NC

Built 1977 Load: 29.9 t ADT: 350

PRIVATE DRIVE

Good

Over: BOYLSTON CREEK

.01 MI.W.JCT.NC280, Transylvania, NC

Built 1992 Load: 29.9 t ADT: 1

SR1320

Good

Over: DITCH

0.4 MI.W.JCT.SR1315, Tyrrell, NC

Built 1962 Load: 29.9 t ADT: 70

SR1134

Good

Over: DUTCH CREEK

0.3 MI.S.JCT.SR1158, Watauga, NC

Built 1980 Load: 29.9 t ADT: 430

SR1570

Good

Over: CLEAR BRANCH

.2 MI.N.JCT.SR1576, Watauga, NC

Built 2015 Load: 29.9 t ADT: 70

SR1301

Good

Over: UT TO S. PRONG LEWIS FOR

0.2 MI.S.JCT.SR1300, Wilkes, NC

Built 1961 Load: 29.9 t ADT: 100

SR1319

Good

Over: UT TO DOBBINS CREEK

.4 MI.N.JCT.SR1320, Yadkin, NC

Built 2003 Load: 29.9 t ADT: 100

US421

Good

Over: S.DEEP CREEK TRIB

0.1 MI.N.JCT.SR1142, Yadkin, NC

Built 2001 Load: 29.9 t ADT: 19,000

RR BIA RTE 455

Good

Over: SOCO CREEK

14.5 KM E OF CHEROKEE NC, Jackson, NC

Built 2016 Load: 30.2 t ADT: 35

NO DATA ENTERED

Good

Over: MCLEANS CREEK

NO DATA ENTERED, Montgomery, NC

Built 2004 Load: 30.5 t ADT: 50

SR1319

Good

Over: MIDDLE FORK HORSE CREEK

35 FT.S.JCT.SR1324, Ashe, NC

Built 2022 Load: 30.8 t ADT: 250

SR2137

Good

Over: FLAT CREEK

0.01 MI.W.JCT.SR2141, Buncombe, NC

Built 1966 Load: 30.8 t ADT: 1,400

SR2173

Good

Over: DILLINGHAM CREEK

.2 MI.W.JCT.SR2174, Buncombe, NC

Built 2006 Load: 30.8 t ADT: 1,800

CARTER COVE RD.

Good

Over: BEAVERDAM CREEK

0.1MI.N.JCT.BEAVERDAM RD., Buncombe, NC

Built 1993 Load: 30.8 t ADT: 100

WILSON CREEK DR.

Good

Over: UT TO SWEETEN CREEK

.01MI.W.JCT.CARIBOU RD., Buncombe, NC

Built 1996 Load: 30.8 t ADT: 2,500

BLEACHERY BLVD.

Good

Over: NORFOLK SOUTHERN RR

.2MI.N.JCT.FAIRVIEW ROAD, Buncombe, NC

Built 2008 Load: 30.8 t ADT: 1,000

SR1243

Good

Over: CANOE CREEK

1 MI.N.JCT.SR1244, Burke, NC

Built 2017 Load: 30.8 t ADT: 210

SR1368

Good

Over: MULBERRY CREEK

2 MI.N.JCT.SR1349, Caldwell, NC

Built 1970 Load: 30.8 t ADT: 300

OLD NORTH STREET

Good

Over: BLAIR FORK CREEK

50FT.E.JCT.N.MAIN ST., Caldwell, NC

Built 2010 Load: 30.8 t ADT: 1,300

HARRISBURG DRIVE

Good

Over: LOWER CREEK

0.1 MI.S.JCT.NC18/US64, Caldwell, NC

Built 2003 Load: 30.8 t ADT: 2,400

BROADWAY STREET

Good

Over: BLAIRS FORK CREEK

0.2 MI.N.JCT.CREEKWAY DR., Caldwell, NC

Built 2008 Load: 30.8 t ADT: 1,500

OAK LEAF DR.

Good

Over: MCNEIL INLET

0.1 MI.E.JCT.HAWTHORN DR., Carteret, NC

Built 2004 Load: 30.8 t ADT: 560

SR1312

Good

Over: ROCKY RIVER

0.6 MI. W. JCT. SR1355, Chatham, NC

Built 1979 Load: 30.8 t ADT: 210

SR1147

Good

Over: ROCKY FORD CREEK

100 FT.W.JCT.SR1158, Cherokee, NC

Built 2010 Load: 30.8 t ADT: 150

ALLEN DRIVE

Good

Over: CREEK

0.1 MI.E.JCT.TRENT SHORE, Craven, NC

Built 1997 Load: 30.8 t ADT: 1,000

WINSLOW STREET

Good

Over: BLOUNTS CREEK

0.3 MI.S.JCT.BLOUNT ST., Cumberland, NC

Built 1992 Load: 30.8 t ADT: 1,100

ROSEHILL ROAD

Good

Over: COUNTRY CLUB BRANCH

0.2 MI.S.JCT.HICKORY HILL, Cumberland, NC

Built 1983 Load: 30.8 t ADT: 11,000

MAIDEN LANE

Good

Over: PEDESTRIAN UNDERPASS

0.1 MI.W.JCT.ANDERSON ST., Cumberland, NC

Built 1983 Load: 30.8 t ADT: 1,000

SR1152

Good

Over: BEAVER CREEK

0.6 MI. W. JCT. US64, Davie, NC

Built 2000 Load: 30.8 t ADT: 190

ALBANY STREET

Good

Over: ELLERBEE CREEK

0.1 MI. N. JCT.SPRUNT AVE, Durham, NC

Built 1997 Load: 30.8 t ADT: 500

NORTH POINT DRIVE

Good

Over: ELLERBE CREEK

.2 MI.W.JCT.BROAD ST., Durham, NC

Built 1960 Load: 30.8 t ADT: 6,500

RANKIN AVENUE

Good

Over: CSX RR

.02 MI.S.JCT.HAWTHORN ST., Gaston, NC

Built 1990 Load: 30.8 t ADT: 9,600

NC61

Good

Over: BIG ALAMANCE CREEK

1.8 MI. N. JCT. SR3127, Guilford, NC

Built 1985 Load: 30.8 t ADT: 2,800

BALLINGER ROAD

Good

Over: HORSEPEN CREEK

1.1MI.W.JCT.NEW GARDEN RD, Guilford, NC

Built 2014 Load: 30.8 t ADT: 3,400

WRENN STREET

Good

Over: SOUTHERN RAILROAD

0.1MI.S.JCT.KIVETT DRIVE, Guilford, NC

Built 1990 Load: 30.8 t ADT: 1,000

I85 N

Good

Over: LITTLE ALAMANCE CREEK

1.5 MI. N. JCT. SR3029, Guilford, NC

Built 2003 Load: 30.8 t ADT: 21,750

W. HARTLEY DRIVE

Good

Over: RICH FORK

500' E. JCT. INGLESIDE DR, Guilford, NC

Built 2019 Load: 30.8 t ADT: 13,000

NC210

Good

Over: S.PRONG ANDERSON

0.2 MI.N.JCT.SR2047, Harnett, NC

Built 1960 Load: 30.8 t ADT: 9,400

US401

Good

Over: NEILLS CREEK

0.6 MI N. OF SR1436, Harnett, NC

Built 1960 Load: 30.8 t ADT: 12,000

SR1129

Good

Over: LITTLE E.FORK PIGEON RVR

.5 MI.N.JCT.SR1240, Haywood, NC

Built 2008 Load: 30.8 t ADT: 400

HENDRIX STEET

Good

Over: ALLEN CREEK

.05MI.W. ALLEN CREEK RD., Haywood, NC

Built 2010 Load: 30.8 t ADT: 300

EAST 7TH AVE.

Good

Over: MUD CREEK

0.5 MI.S.JCT.US64, Henderson, NC

Built 1999 Load: 30.8 t ADT: 6,200

SR1127

Good

Over: WASH CREEK

.2 MI.N.JCT.SR1171, Henderson, NC

Built 2005 Load: 30.8 t ADT: 8,800

HAROLD STREET

Good

Over: SCOTT CREEK

.2 MI.W.JCT.SKYLAND DR., Jackson, NC

Built 1993 Load: 30.8 t ADT: 200

SOUTH POPLAR ST.

Good

Over: CSX RR

0.1 MI.S.JCT.NC27, Lincoln, NC

Built 1987 Load: 30.8 t ADT: 1,200

SR1104

Good

Over: LITTLE INDIAN CREEK

0.1 MI. N. JCT. SR1111, Lincoln, NC

Built 1989 Load: 30.8 t ADT: 650

S.CEDAR ST.

Good

Over: CSX RAILROAD

0.1MI.S.JCT.NC27, Lincoln, NC

Built 1992 Load: 30.8 t ADT: 650

US25,US70

Good

Over: BRUSH CREEK

25 FT.N.JCT.SR1143, Madison, NC

Built 1959 Load: 30.8 t ADT: 5,800

NFSR 482A

Good

Over: NEWBERRY CREEK

0.8 MI FROM CURTIS CREEK, McDowell, NC

Built 2006 Load: 30.8 t ADT: 20

CHOATE CIRCLE

Good

Over: STEELE CREEK

0.4 MI. E. JCT. SR 1441, Mecklenburg, NC

Built 1986 Load: 30.8 t ADT: 100

Showing 11,251-11,300 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.