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

SR3102

Good

Over: SHERMAN BRANCH CREEK

0.1 MI. W. JCT. SR3181, Mecklenburg, NC

Built 1999 Load: 89.8 t ADT: 670

SR2831

Good

Over: BACK CREEK

0.4 MI. E. JCT. SR2939, Mecklenburg, NC

Built 1984 Load: 89.8 t ADT: 11,000

SR1184

Good

Over: LITTLE PAW CREEK

0.8 MI. N. JCT. SR1155, Mecklenburg, NC

Built 1992 Load: 89.8 t ADT: 1,600

SR1155

Good

Over: BEAVERDAM CREEK

1.4 MI. W. JCT. NC160, Mecklenburg, NC

Built 1990 Load: 89.8 t ADT: 830

SARDIS RD.NORTH

Good

Over: BEARD CREEK

0.3 MI.W.JCT.INDEP.BLVD., Mecklenburg, NC

Built 1985 Load: 89.8 t ADT: 22,000

BRADFORD HILL LN.

Good

Over: UT TOTORRENCE CREEK

0.03MI.S.JCT.GILEAD RD., Mecklenburg, NC

Built 1991 Load: 89.8 t ADT: 100

WINFIELD CRK.PKWY.

Good

Over: UT TO TORRENCE CREEK

0.7 MI.N.JCT.GILEAD RD., Mecklenburg, NC

Built 1991 Load: 89.8 t ADT: 100

CRESCENT KNOLL DR.

Good

Over: UT TO FOUR MILE CREEK

.05MI.N.JCT.SUNNYVIEW CIR, Mecklenburg, NC

Built 1992 Load: 89.8 t ADT: 100

HIGHLAND CRK. PKWY

Good

Over: CLARK CREEK TRIBUTARY

.1MI.E.JCT.RAVENCREST DR., Mecklenburg, NC

Built 2009 Load: 89.8 t ADT: 1,000

COLONIAL GARDEN DR

Good

Over: UT TO MCDOWELL CREEK

110 YRDS.W.ALSTON FOREST, Mecklenburg, NC

Built 1980 Load: 89.8 t ADT: 100

DONEGAL DRIVE

Good

Over: MCMULLEN CREEK

200FT S.OF JCT. RAMA RD, Mecklenburg, NC

Built 2018 Load: 89.8 t ADT: 1,400

LIONESS STREET

Good

Over: UT TO WALKER BRANCH

100FT E.JCT. ERWIN RD., Mecklenburg, NC

Built 2018 Load: 89.8 t ADT: 9,900

GLENBURN LANE

Good

Over: UT TO BEAVERDAM CREEK

0.2MI.E.JCT. GAILES DRIVE, Mecklenburg, NC

Built 2017 Load: 89.8 t ADT: 4,400

N. CLARKSON STREET

Good

Over: IRWIN CREEK TRIBUTARY

0.11MI. N JCT. WT. 5TH ST, Mecklenburg, NC

Built 2021 Load: 89.8 t ADT: 16,500

BACKCREEK DRIVE

Good

Over: BACK CREEK

.08MI E JCT UNIVRTY E DR, Mecklenburg, NC

Built 2020 Load: 89.8 t ADT: 4,400

NC197

Good

Over: BRUMMETT CREEK

.2 MI.N.JCT.SR1313, Mitchell, NC

Built 1990 Load: 89.8 t ADT: 550

SR1325

Good

Over: BEANS CREEK

.005 MI.N.JCT.SR1328, Mitchell, NC

Built 1992 Load: 89.8 t ADT: 410

SR1315

Good

Over: BRUMMETT CREEK

.01 MI.S.JCT.NC197, Mitchell, NC

Built 1954 Load: 89.8 t ADT: 400

SR1121

Good

Over: BEAVER CREEK

.2 MI.N.JCT.US19E, Mitchell, NC

Built 1992 Load: 89.8 t ADT: 1,000

SR1550

Good

Over: WARNER CREEK

1.3 MI.E.JCT.NC27 & NC109, Montgomery, NC

Built 1988 Load: 89.8 t ADT: 440

SR1505

Good

Over: CABIN CREEK

0.4 MI. E. JCT. SR1500, Montgomery, NC

Built 1986 Load: 89.8 t ADT: 360

SR1371

Good

Over: COTTON CREEK

1.1 MI. N. JCT. NC24/NC27, Montgomery, NC

Built 1990 Load: 89.8 t ADT: 410

SR1118

Good

Over: TRIB. OF DISONS CREEK

0.4 MI. S. JCT. SR1127, Montgomery, NC

Built 1980 Load: 89.8 t ADT: 170

SR1518

Good

Over: BRIDGERS CREEK

0.5 MI. S. JCT. SR1519, Montgomery, NC

Built 1998 Load: 89.8 t ADT: 320

SR1150

Good

Over: WOOD RUN CREEK

1.3 MI.N.JCT.NC24 & NC27, Montgomery, NC

Built 1971 Load: 89.8 t ADT: 2,600

NC24,NC27,NC109

Good

Over: WARNER CREEK

200 FT. W. JCT. SR1551, Montgomery, NC

Built 1940 Load: 89.8 t ADT: 8,300

SR1118

Good

Over: HAMER CREEK

0.3 MI S JCT NC73, Montgomery, NC

Built 2021 Load: 89.8 t ADT: 260

SR1112

Good

Over: HORSE CREEK

1.0 MI. E. JCT. SR1113, Moore, NC

Built 1996 Load: 89.8 t ADT: 2,700

SR1122

Good

Over: DEEP CREEK

1.6 MI. E. JCT. SR1004, Moore, NC

Built 1998 Load: 89.8 t ADT: 1,800

SR1640

Good

Over: PERSIMMON GLADE BRANCH

0.3 MI. N. JCT. SR1639, Moore, NC

Built 1992 Load: 89.8 t ADT: 130

SR1003

Good

Over: GRASSY CREEK

0.1 MI. N. JCT. SR1422, Moore, NC

Built 1978 Load: 89.8 t ADT: 550

SR1241

Good

Over: WET CREEK

1.4 MI. E. JCT. NC211, Moore, NC

Built 1999 Load: 89.8 t ADT: 100

SR1838

Good

Over: LITTLE RIVER

0.3 MI. E. JCT. SR1840, Moore, NC

Built 1987 Load: 89.8 t ADT: 1,500

SR1808

Good

Over: CRANE CREEK

0.1 MI. W. JCT. NC24,27, Moore, NC

Built 1994 Load: 89.8 t ADT: 110

SR1002

Good

Over: SIMLIN CREEK

0.54 MI. S. JCT. NC705, Moore, NC

Built 1997 Load: 89.8 t ADT: 2,100

SR1275

Good

Over: WOLF CREEK

0.4 MI. S. JCT. SR1428, Moore, NC

Built 1975 Load: 89.8 t ADT: 480

SR1638

Good

Over: LICK CREEK

0.8M. E. JCT. NC22, Moore, NC

Built 2018 Load: 89.8 t ADT: 400

SR1412SR 1412

Good

Over: BEAR CREEK

.5 MILES WEST OF NC 705, Moore, NC

Built 2017 Load: 89.8 t ADT: 480

SR1323

Good

Over: BIG PEACHTREE CR.

0.1 MI.S.SR1322, Nash, NC

Built 1994 Load: 89.8 t ADT: 100

SR1004

Good

Over: WHITE OAK SWAMP

0.7 MI.S.SR1400, Nash, NC

Built 1990 Load: 89.8 t ADT: 350

SR1112

Good

Over: BEAVERDAM BRANCH

0.3 MI W. JCT SR1101, Nash, NC

Built 1987 Load: 89.8 t ADT: 100

SR1900

Good

Over: CREEK

0.6 MI. N. JCT. SR1912, Nash, NC

Built 1998 Load: 89.8 t ADT: 300

SR1531

Good

Over: FLAT ROCK BRANCH

0.4 MI. N. JCT. SR1524, Nash, NC

Built 1962 Load: 89.8 t ADT: 700

SR1320

Good

Over: CYPRESS CREEK

0.5 MI. E. OF JCT. SR1319, Northampton, NC

Built 1989 Load: 89.8 t ADT: 100

SR1101

Good

Over: AHOSKIE CREEK OVERFLOW

0.5 MI.S. OF JCT.NC305, Northampton, NC

Built 1995 Load: 89.8 t ADT: 100

US258

Good

Over: ROANOKE RIVER OVERFLOW

0.8 MI S JCT SR1108, Northampton, NC

Built 2009 Load: 89.8 t ADT: 2,400

US17BYP.RAMP

Good

Over: BRINSON CREEK

500 FT. WEST JCT. US17, Onslow, NC

Built 2006 Load: 89.8 t ADT: 1,900

S.ELLIOTT ROAD

Good

Over: BOOKER CREEK

.01 MI.W. JCT. US15/501, Orange, NC

Built 1971 Load: 89.8 t ADT: 9,500

SR1137

Good

Over: PRONG SEVEN MILE CREEK

1.7 MI. E. JCT. SR1114, Orange, NC

Built 1988 Load: 89.8 t ADT: 350

NORTH LAKESHORE DR

Good

Over: CEDAR FORK CREEK

.1 MI.S.JCT.BROOKVIEW DR., Orange, NC

Built 1960 Load: 89.8 t ADT: 3,000

Showing 17,501-17,550 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.