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

SH 160 S-9 LM6.87

Fair

Over: CANEY BRANCH

7.0 MI E HERMITAGEE, Bradley, AR

Built 1954 Load: 23.6 t ADT: 640

SH 203 S-1 LM 2.42

Fair

Over: CLEAR POND

2.5 MI NW JCT SH 4 & 203, Calhoun, AR

Built 1965 Load: 23.6 t ADT: 790

SH 274 S-3 LM20.49

Fair

Over: CANEY CREEK

2.5 MI SE FORDYCE, Calhoun, AR

Built 1966 Load: 23.6 t ADT: 1,258

SH 274 S-3 LM16.43

Fair

Over: BEECH CREEK

6.7 MI SE OF FORDYCE, Calhoun, AR

Built 1970 Load: 23.6 t ADT: 530

SH 143 Carroll

Fair

Over: BRUSH CREEK

4.98 MI N US 62, Carroll, AR

Built 1982 Load: 23.6 t ADT: 1,300

SH 144-02 LM 6.01

Fair

Over: Beouf River

2.6 Mi W US 65-McMillanCn, Chicot, AR

Built 1962 Load: 23.6 t ADT: 360

SH 160-12 LM 2.37

Fair

Over: Ditch

9.5 Mi W US 65-ChicotJct, Chicot, AR

Built 1968 Load: 23.6 t ADT: 388

Clark CR 24 Z-I

Fair

Over: Caney Creek

1.3 mi. W jct. SH 182, Clark, AR

Built 2009 Load: 23.6 t ADT: 305

US 67 S-4 LM 4.44

Fair

Over: BRANCH

1.2 MI SW JCT SH 51, Clark, AR

Built 1930 Load: 23.6 t ADT: 2,400

US 67 S-4 LM 8.94

Fair

Over: CREEK

0.17 MI SW JCT SH 53, Clark, AR

Built 1930 Load: 23.6 t ADT: 3,300

I-30 S-14 LM 55.98

Fair

Over: BOGGY CREEK

2.3 MI NE JCT SH 51, Clark, AR

Built 1966 Load: 23.6 t ADT: 26,000

SH 139-05- LM 1.01

Fair

Over: DRAINAGE DITCH NUMBER 3

1.0 MI N JCT OF US 62, Clay, AR

Built 1963 Load: 23.6 t ADT: 940

S. BROWNING AVE-I

Fair

Over: SUGAR CREEK

.25 Mi N of Hwy 49, Clay, AR

Built 2004 Load: 23.6 t ADT: 208

SH 225/Cleburne Co

Fair

Over: CREEK

2.2 MI N SH 356, Cleburne, AR

Built 1972 Load: 23.6 t ADT: 1,018

SH 35 S-5 LM 16.23

Fair

Over: DITCH

1.04 MI W JCT SH 15, Cleveland, AR

Built 1928 Load: 23.6 t ADT: 550

US 167 SEC 8

Fair

Over: CANEY CREEK

6.42 MI N DALLAS CO LINE, Cleveland, AR

Built 1941 Load: 23.6 t ADT: 4,700

SH 189 S-1 LM 6.61

Fair

Over: CREEK

6.83 MI SE JCT 97, Cleveland, AR

Built 1967 Load: 23.6 t ADT: 240

US 79 S-1 LM 11.73

Fair

Over: HORSEHEAD CREEK RELIEF

11.73 MI NO LOUISIANA ST., Columbia, AR

Built 1956 Load: 23.6 t ADT: 2,700

SH 19 S-1 LM 11.47

Fair

Over: CREEK

11.35 MI N OF LA. LINE, Columbia, AR

Built 1950 Load: 23.6 t ADT: 2,000

SH 247

Fair

Over: Devils Creek

0.86 M E of Pope Co Line, Conway, AR

Built 1971 Load: 23.6 t ADT: 350

Melody Lane

Fair

Over: Morris Branch-Crawford

0.9 MI NE OF CO RD 48, Crawford, AR

Built 1978 Load: 23.6 t ADT: 119

SH 59-Crawford Co.

Fair

Over: Creek

16.15 N JCT I-40, Crawford, AR

Built 1950 Load: 23.6 t ADT: 1,000

US 64B

Fair

Over: Ditch

0.5 MI NE OF SH 162, Crawford, AR

Built 1929 Load: 23.6 t ADT: 1,900

I-40-Crawford Co.

Fair

Over: Herd Branch

3.8 MI NE JCT US 71 & 40, Crawford, AR

Built 1965 Load: 23.6 t ADT: 30,000

I-40-Crawford Co.

Fair

Over: Creek

5.7 MI NE JCT US 71 & 40, Crawford, AR

Built 1965 Load: 23.6 t ADT: 30,000

I-40-11 Main Lanes

Fair

Over: Creek

4.0 MI SW JCT SH 215 & 40, Crawford, AR

Built 1965 Load: 23.6 t ADT: 27,159

I-40 -11 Main Lane

Fair

Over: Creek

2.5 MI SW JCT SH 215 & 40, Crawford, AR

Built 1967 Load: 23.6 t ADT: 25,000

I-40 Crawford Co.

Fair

Over: Miller Branch

0.2 MI SW JCT SH 215 & 40, Crawford, AR

Built 1967 Load: 23.6 t ADT: 25,000

I-540, SEC 2

Fair

Over: Town Ditch-Crawford Co.

0.1 Mi N. I540 & 59, Crawford, AR

Built 1966 Load: 23.6 t ADT: 51,984

State Highway 282

Fair

Over: Ditch - Crawford Co.

0.3 MI S US 71 JCT, Crawford, AR

Built 1994 Load: 23.6 t ADT: 1,300

Sh-1/Sec-13/L-4.63

Fair

Over: Drainage Ditch

4.63 Mi No St Francis Co, Cross, AR

Built 1934 Load: 23.6 t ADT: 12,517

Sh-364/Sc-1/L5.12

Fair

Over: Ditch

1 Mile West Of Jct Sh 193, Cross, AR

Built 1972 Load: 23.6 t ADT: 200

SH 8 S-6 LM 5.13

Fair

Over: CYPRESS CR

5.17 MI E OF SH 7, Dallas, AR

Built 1954 Load: 23.6 t ADT: 261

SH 9 S-2 LM 1.12

Fair

Over: DITCH

1.15 MI NE OUACHITA CO LI, Dallas, AR

Built 1929 Load: 23.6 t ADT: 934

SH 9 S-2 LM 9.67

Fair

Over: BEECH CREEK

2.6 MI SOUTH JCT SH 8, Dallas, AR

Built 1929 Load: 23.6 t ADT: 840

SH 48 S-1 LM 5.15

Fair

Over: CREEK

0.2 MI E OF CARTHAGE, Dallas, AR

Built 1953 Load: 23.6 t ADT: 560

SH 207 S-O LM 2.26

Fair

Over: HALL CREEK

2.33 MI NE JCT SH 7, Dallas, AR

Built 1954 Load: 23.6 t ADT: 100

SH 35-08 LM 15.02

Fair

Over: Cut-Off Creek Relief

15.02 Mi E US 278-Collins, Drew, AR

Built 1959 Load: 23.6 t ADT: 1,700

Beryl Road

Fair

Over: Little Cypress Creek

1.4 MI S US 64 bypass, Faulkner, AR

Built 1984 Load: 23.6 t ADT: 652

Black Fork Rd

Fair

Over: Blackfork Creek

0.7 MI N JCT SH 225, Faulkner, AR

Built 1985 Load: 23.6 t ADT: 437

SH 107

Fair

Over: MF Cypress Creek

4.94 MI NW OF PULASKI CO, Faulkner, AR

Built 1956 Load: 23.6 t ADT: 4,500

SH 107

Fair

Over: NF Cypress Creek

5.18 MI NW OF PULASKI CO, Faulkner, AR

Built 1956 Load: 23.6 t ADT: 4,500

SH 225

Fair

Over: Creek

1.5 MI E GREENBRIAR, Faulkner, AR

Built 1963 Load: 23.6 t ADT: 1,092

SH 89

Fair

Over: CREEK

2.21MI W PULASKI CO LN, Faulkner, AR

Built 1979 Load: 23.6 t ADT: 2,700

US 65

Fair

Over: Ditch

2.5 MI N GREENBRIER, Faulkner, AR

Built 1997 Load: 23.6 t ADT: 9,400

US 64

Fair

Over: Cypress Bayou Relief

1.35 M E JCT HWY 64 & 107, Faulkner, AR

Built 2010 Load: 23.6 t ADT: 6,300

State Highway 219

Fair

Over: Gar Branch-Franklin Co.

0.21 NO JCT 219 & 64, Franklin, AR

Built 1962 Load: 23.6 t ADT: 5,900

SH 288-Franklin Co

Fair

Over: Stream

1.84 MI E JCT SH 41 & 288, Franklin, AR

Built 1965 Load: 23.6 t ADT: 270

Interstate 40

Fair

Over: Creek - Franklin Co.

0.2 MI E OF CRAWFORD CO L, Franklin, AR

Built 1970 Load: 23.6 t ADT: 25,000

Interstate 40

Fair

Over: Stream - Franklin Co.

2.8 MI E OF CRAWFORD CO L, Franklin, AR

Built 1970 Load: 23.6 t ADT: 25,000

Showing 1,551-1,600 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.