State profile · Below national median SD

Arkansas bridge safety

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

5,544
Public bridges
41.8%
Good condition
4.7%
Poor condition
4.7%
Structurally deficient

Total Bridges

5,544

Public highway bridges in Arkansas

Good Condition

41.8%

2,317 bridges rated 7-9

-8.2pp vs 50% benchmark

Poor Condition

4.7%

261 bridges rated 0-4

Structurally Deficient

4.7%

261 bridges flagged for repair priority

-2.3pp vs national avg 7.0%

Arkansas vs national bridge condition

Arkansas — Good condition share 41.8%
National avg

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

Arkansas — Structurally deficient share 15.7%
National avg

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

Arkansas 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 Arkansas on the same metric.

34

New Jersey

4.59% top marginal rate
Structure
Progressive
Burden @ $100K
$6,796

06

California

4.60% top marginal rate
Structure
Progressive
Burden @ $100K
$27,040
Selected

05

Arkansas

4.71% top marginal rate
Structure
Progressive
Burden @ $100K
$5,544

53

Washington

4.81% top marginal rate
Structure
Progressive
Burden @ $100K
$8,808

18

Indiana

4.94% top marginal rate
Structure
Progressive
Burden @ $100K
$18,630

Bridges Needing Most Attention in Arkansas

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

All Bridges in Arkansas

I 30WB S-14LM65.64

Good

Over: MILL CREEK

3.64 MI S OF SH 26, Clark, AR

Built 1966 Load: 32.7 t ADT: 13,494

I-30Sec4WBLm61.96

Good

Over: S Fork Terre Noir Creek

.88Mi.SW Jct. SH 53, Clark, AR

Built 2003 Load: 32.7 t ADT: 13,000

I-30

Good

Over: Bayou DE Roche

3 MI E JCT SH 7 & I30, Clark, AR

Built 2020 Load: 32.7 t ADT: 32,000

I-30EB S14 LM63.35

Good

Over: SOUTH BOAT DITCH

.51 MI E JCT SH 53, Clark, AR

Built 1966 Load: 32.7 t ADT: 13,494

I-30EB S14 LM64.02

Good

Over: TERRE NOIRE CREEK

1.2 MI NE JCT SH 53, Clark, AR

Built 1966 Load: 32.7 t ADT: 13,494

I-30EB S14LM64.32

Good

Over: NORTH BOAT DITCH

1.5 MI E JCT I-30 & SH 53, Clark, AR

Built 1966 Load: 32.7 t ADT: 13,494

I-30 EBS-14LM65.6

Good

Over: MILL CREEK

3.64 MI SO OF SH 26, Clark, AR

Built 1966 Load: 32.7 t ADT: 13,494

I-30S-14 EBLM 61.9

Good

Over: SFork Terre Noir Creek

.88 Miles SW Jct St. Hw53, Clark, AR

Built 2002 Load: 32.7 t ADT: 13,000

30

Good

Over: BAYOU DE ROCHE

3 MI E JCT SH 7 & I 30, Clark, AR

Built 2020 Load: 32.7 t ADT: 27,000

SH 7 S-6 LM 1.41

Good

Over: CASA MASSA CREEK

1.41 MI W DALLAS CO, Clark, AR

Built 1955 Load: 32.7 t ADT: 1,400

SH139-Sec 03-2.24

Good

Over: Ditch

4.5 Mi SE of Rector, Clay, AR

Built 2020 Load: 32.7 t ADT: 300

SH 139-Sec 03-3.99

Good

Over: ditch

1 mile E Leonard, Clay, AR

Built 2020 Load: 32.7 t ADT: 348

Hwy 1

Good

Over: Big Slough Ditch Branch

2 Miles E of Piggott, Clay, AR

Built 2021 Load: 32.7 t ADT: 620

E. Main St. Zone B

Good

Over: SULPHUR CREEK

.12 Mi. E JCT. SH. 110, Cleburne, AR

Built 2001 Load: 32.7 t ADT: 501

Warren Mtn. Rd.

Good

Over: Big Creek

1.84 Mi. N. Tylar Rd. Jct, Cleburne, AR

Built 2017 Load: 32.7 t ADT: 336

SH107/Cleburne Co.

Good

Over: CREEK

0.8 MI N JCT SH 25 & 107, Cleburne, AR

Built 1968 Load: 32.7 t ADT: 1,170

Hwy 25

Good

Over: Mill Creek

.2 MI W JCT SH12&SH25, Cleburne, AR

Built 2020 Load: 32.7 t ADT: 10,600

SH 114 S-0 LM 2.51

Good

Over: BIG CREEK RELIEF

2.51 MI E JCT SH 35, Cleveland, AR

Built 1985 Load: 32.7 t ADT: 700

SH 114 S-O LM 4.40

Good

Over: BRANCH

4.40 MI E OF JCT SH 35, Cleveland, AR

Built 1985 Load: 32.7 t ADT: 700

CR 58

Good

Over: Beech Creek

1.54 mi W Jct. 69 & 58, Columbia, AR

Built 2023 Load: 32.7 t ADT: 263

CR 61

Good

Over: Sloan Creek

0.7 MI N JCT SH 98, Columbia, AR

Built 2023 Load: 32.7 t ADT: 250

AR 98

Good

Over: Hollis Creek

1.62 MI # JCT US 79 &, Columbia, AR

Built 2021 Load: 32.7 t ADT: 260

US 82

Good

Over: Barlow Branch

0.4 MI W OF INT 82 & 19, Columbia, AR

Built 2021 Load: 32.7 t ADT: 5,000

US 371 SEC 6

Good

Over: creek

.50 MI NW OF MAGNOLIA, Columbia, AR

Built 2021 Load: 32.7 t ADT: 3,800

Ar Hwy 98

Good

Over: Cornie Bayou

3.9 MI S JCT US 82, Columbia, AR

Built 2023 Load: 32.7 t ADT: 120

Caney Valley Rd.

Good

Over: Caney Creek

3.3 mi E. Jct. SH 92, Conway, AR

Built 2019 Load: 32.7 t ADT: 230

I 40-SEC 31, WB LN

Good

Over: Cadron Creek

FAULKNER CO LINE, Conway, AR

Built 1992 Load: 32.7 t ADT: 24,633

I-40-SEC 31, EB LN

Good

Over: Cadron Creek

FAULKNER CO LINE, Conway, AR

Built 1992 Load: 32.7 t ADT: 24,633

SH 95

Good

Over: Creek

6.1 M N I-40, Conway, AR

Built 2013 Load: 32.7 t ADT: 3,200

RACE ST

Good

Over: DRAINAGE DITCH

0.2 Mi W Jct US 49, Craighead, AR

Built 1989 Load: 32.7 t ADT: 9,700

CR 35-E (911=398)

Good

Over: GUM SLOUGH DITCH

1 MI EAST OF LANIEVE, Craighead, AR

Built 1992 Load: 32.7 t ADT: 47

CR 53-I (911=672)

Good

Over: BIG BAY DITCH

2 MI W & .5 MI N LUNSFORD, Craighead, AR

Built 1993 Load: 32.7 t ADT: 113

Martinbrook Ln.-H

Good

Over: Drainage Ditch

0.4 M E Jct. Stroud St., Craighead, AR

Built 2009 Load: 32.7 t ADT: 539

CR 234-B (911=508)

Good

Over: BIG SLOUGH DITCH

2 1/2 N & 1/2 W BLACK OAK, Craighead, AR

Built 2013 Load: 32.7 t ADT: 24

CR 910 - C

Good

Over: BUTLER DITCH

5 mi E of Glendale, Craighead, AR

Built 2015 Load: 32.7 t ADT: 138

CR 985 - C

Good

Over: Ditch #7

1 M NE of Bowman, Craighead, AR

Built 2019 Load: 32.7 t ADT: 63

I-555SB-03- 39.80

Good

Over: WHITEMAN DITCH

3.26 MI E JCT SH1, Craighead, AR

Built 1978 Load: 32.7 t ADT: 13,500

SH 226-02-LM 10.61

Good

Over: Big Creek Ditch

1.6 Mi W JCT SH 349, Craighead, AR

Built 2014 Load: 32.7 t ADT: 3,400

SH 226-02-LM 11.24

Good

Over: Big Creek Ditch Relief

1.5 Mi W SH 349, Craighead, AR

Built 2014 Load: 32.7 t ADT: 3,400

I-555, NB LNS

Good

Over: LITTLE BAY DITCH

.4 MI. N of Nestle Road, Craighead, AR

Built 1986 Load: 32.7 t ADT: 8,000

SH 226 sec. 02

Good

Over: Big Creek Ditch

1.6 Mi W jct 349, Craighead, AR

Built 2014 Load: 32.7 t ADT: 3,400

SH 226-02-LM 11.24

Good

Over: Big Creek Ditch Relief

1.5 MI W SH 349, Craighead, AR

Built 2014 Load: 32.7 t ADT: 3,400

SH 91-02-LM 12.25

Good

Over: ROGERS CREEK

0.13 MI E JCT US 63, Craighead, AR

Built 2005 Load: 32.7 t ADT: 6,400

SH 18-04- LM 7.71

Good

Over: Little Bay Ditch

3.8 Mi E of Jonesboro, Craighead, AR

Built 2004 Load: 32.7 t ADT: 14,150

SH 18-04- LM 27.68

Good

Over: Ditch No. 5

2.2 MI E JCT SH 139 & 18, Craighead, AR

Built 2016 Load: 32.7 t ADT: 7,000

US 49 Side Ent.

Good

Over: Side Ditch

5.8 M. W. Jct. US 63, Craighead, AR

Built 2009 Load: 32.7 t ADT: 10

HWY 226-2-LM. 8.9

Good

Over: Ditch

3.34 mi East SH18, Craighead, AR

Built 2014 Load: 32.7 t ADT: 6,800

SH 226-02 LM 9.06

Good

Over: Emerson Ditch

3.5 miles East of SH 18, Craighead, AR

Built 2014 Load: 32.7 t ADT: 6,800

SH18 Sec4 LM25.99

Good

Over: Little Ditch No.3

0.5 M East of JCT 139., Craighead, AR

Built 2017 Load: 32.7 t ADT: 10

W. Drew Ave.

Good

Over: Drainage Ditch

0.11 Mi SE Jct SH 18, Craighead, AR

Built 2017 Load: 32.7 t ADT: 7,800

Showing 4,701-4,750 of 5,544 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.