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

Porter Road

Fair

Over: Creek - Washington Co.

.8 MI N SH 16(112 SPUR), Washington, AR

Built 1981 Load: 20.9 t ADT: 9,300

US 412 SEC 2

Fair

Over: Douglas Creek

0.1 MI E BENTON CO LINE, Washington, AR

Built 1994 Load: 20.9 t ADT: 20,000

US Highway 71

Fair

Over: Airport Creek Wash. Co.

0.7 Mi S Jct Hwy 156-5, Washington, AR

Built 2010 Load: 20.9 t ADT: 9,200

US 167 White Co.

Fair

Over: CREEK

3.4 MI S. INDEP/WHITE, White, AR

Built 1995 Load: 20.9 t ADT: 6,102

Sh-33/Sec-7/L-5.32

Fair

Over: Roaring Slough

5.34 Mi No Jct Sh 38 & 33, Woodruff, AR

Built 1927 Load: 20.9 t ADT: 300

SH 80

Fair

Over: LONG CREEK

4.1 MI W OF JCT SH 10 80, Yell, AR

Built 1942 Load: 20.9 t ADT: 810

FDR 76

Fair

Over: IRONS FORK

8.186 MI SW OF HWY 270, Polk, AR

Built 1936 Load: 21.1 t ADT: 50

FDR 179

Fair

Over: N FORK SALINE RIVER

2.5 MI S OF FDR 132, Perry, AR

Built 1950 Load: 21.4 t ADT: 50

ARKANSAS HWY 60

Fair

Over: TOAD SUCK FERRY L&D

7 MI. W OF CONWAY, Faulkner, AR

Built 1970 Load: 21.7 t ADT: 5,900

SH 146-01 LM 0.70

Fair

Over: Little LaGrue Bayou

0.70 Mi E US 79-Stuttgart, Arkansas, AR

Built 1937 Load: 21.8 t ADT: 690

SH 153-00 LM 0.56

Fair

Over: Little Lagure Bayou.

0.56 Mi E SH 130-RiceCntr, Arkansas, AR

Built 1966 Load: 21.8 t ADT: 430

SH 5 Baxter

Fair

Over: CREEK

3.46 M N of Izard Co line, Baxter, AR

Built 1929 Load: 21.8 t ADT: 1,700

SH 72 Benton 2

Fair

Over: SPRING BRANCH

0.25 MI E JCT SH 43 & 72, Benton, AR

Built 1932 Load: 21.8 t ADT: 2,399

I-49 Benton 2

Fair

Over: DITCH

1.2 MI N SH 264, Benton, AR

Built 1982 Load: 21.8 t ADT: 79,000

SE Walton Blvd

Fair

Over: DITCH

.3 MI E JCT SH 112 & 71, Benton, AR

Built 2005 Load: 21.8 t ADT: 35,000

SH 59 Benton 2

Fair

Over: BRANCH

0.9 MI S JCT SH 12, Benton, AR

Built 2008 Load: 21.8 t ADT: 15,813

SH 7 Boone

Fair

Over: DRY BRANCH

0.3 MI S OF SH 392, Boone, AR

Built 1964 Load: 21.8 t ADT: 9,000

SH 392 Boone

Fair

Over: DITCH

0.18 MI S JCT US 62, Boone, AR

Built 1931 Load: 21.8 t ADT: 1,700

US 65 Boone

Fair

Over: DITCH

.8 M NW OF SH 43, Boone, AR

Built 1928 Load: 21.8 t ADT: 25,538

Bradley CR 11 Z-D

Fair

Over: Creek

.4 Mi. S CR 11& SH 275, Bradley, AR

Built 2010 Load: 21.8 t ADT: 103

CR 172

Fair

Over: DITCH

4.7 MI E US 167, Calhoun, AR

Built 1966 Load: 21.8 t ADT: 220

SH 21 Carroll

Fair

Over: DITCH

WEST OUTSKIRTS OF MAPLE, Carroll, AR

Built 1955 Load: 21.8 t ADT: 1,466

Carroll US 412

Fair

Over: DITCH

1.7 MI W JCT SH103&US412, Carroll, AR

Built 1956 Load: 21.8 t ADT: 4,500

SH 211-01- LM 1.55

Fair

Over: BURKE DITCH

2.5 Mi S of Success, Clay, AR

Built 1961 Load: 21.8 t ADT: 550

SH 90-03- LM 9.19

Fair

Over: CREEK

PEACH ORCHARD, Clay, AR

Built 1993 Load: 21.8 t ADT: 640

SH 90-02- LM 4.51

Fair

Over: DRAINAGE DITCH

4.51 MI NW JCT US 49, Clay, AR

Built 2004 Load: 21.8 t ADT: 1,348

SH124/Cleburne Co.

Fair

Over: WATER

2.1 MI SE JCT SH 25 & 124, Cleburne, AR

Built 1936 Load: 21.8 t ADT: 2,299

SH 11 S-1 LM 1.37

Fair

Over: HUDGIN RELIEF

1.38 MI NE JCT SH 15, Cleveland, AR

Built 1953 Load: 21.8 t ADT: 400

SH 35 S-4 LM 6.35

Fair

Over: DERISAUX RELIEF

3.39 MI W JCT US 79, Cleveland, AR

Built 1956 Load: 21.8 t ADT: 630

US 79 S-1 LM 2.73

Fair

Over: DRAINAGE DITCH

2.5 MI S EMERSON, Columbia, AR

Built 1946 Load: 21.8 t ADT: 1,700

US 79 S-1 LM 8.24

Fair

Over: KINGS CREEK RELIEF

2.0 MI N OF EMERSON, Columbia, AR

Built 1930 Load: 21.8 t ADT: 2,700

US79 S-1 LM 11.44

Fair

Over: HORSEHEAD RELIEF

6.0 MI S OF MAGNOLIA, Columbia, AR

Built 1928 Load: 21.8 t ADT: 2,700

US79 S-1 LM 11.63

Fair

Over: HORSEHEAD RELIEF

5.5 MI S OF MAGNOLIA, Columbia, AR

Built 1928 Load: 21.8 t ADT: 2,700

US79 S-1 LM 12.32

Fair

Over: LAWRENCE BAYOU

4.75 MI S OF MAGNOLIA, Columbia, AR

Built 1930 Load: 21.8 t ADT: 4,500

US 79B S-1B LM1.19

Fair

Over: BRANCH

0.25 MI N Jct 79B & 19, Columbia, AR

Built 1930 Load: 21.8 t ADT: 2,500

US 82 S-4 LM 12.33

Fair

Over: VILLAGE CREEK

0.5 MI E OF VILLAGE, Columbia, AR

Built 1930 Load: 21.8 t ADT: 3,700

US 82 S-4 LM 14.51

Fair

Over: HURRICANE CREEK

2.5 MI E OF VILLAGE, Columbia, AR

Built 1930 Load: 21.8 t ADT: 3,700

US 371 S-6 LM 8.83

Fair

Over: CREEK

1.25 MI S OF WALDO, Columbia, AR

Built 1992 Load: 21.8 t ADT: 3,900

SH226-03S- LM 0.44

Fair

Over: VILLAGE CREEK

.44 E JCT SH 349, Craighead, AR

Built 1939 Load: 21.8 t ADT: 790

SH 163-05-4.67

Fair

Over: CREEK

0.10 MI SO JCT SH 1B, Craighead, AR

Built 2005 Load: 21.8 t ADT: 3,866

State Highway 215

Fair

Over: Creek-Crawford Co.

0.9 MI N I 40, Crawford, AR

Built 1963 Load: 21.8 t ADT: 900

Collum Lane

Fair

Over: Mona Creek

1.3 MI W SH 71, Crawford, AR

Built 1988 Load: 21.8 t ADT: 1,870

Sh-149/Sec-5/L9.24

Fair

Over: Tyronza River Cut Off

9.24 Mi N Jct Sh 149 & 64, Crittenden, AR

Built 1956 Load: 21.8 t ADT: 630

Sh-1/Sec-14/L-2.03

Fair

Over: Ditch

2.03 Miles North Of Us 64, Cross, AR

Built 1966 Load: 21.8 t ADT: 5,600

Sh-42/Sec-2/L-3.13

Fair

Over: Ditch

0.6 Mi E Jct Sh 39 & 42, Cross, AR

Built 1955 Load: 21.8 t ADT: 609

Us-49/Sec-6/L11.96

Fair

Over: Canal

1.5 Mi North Of Jct Us 64, Cross, AR

Built 1973 Load: 21.8 t ADT: 1,000

SH 8 S-6 LM 5.24

Fair

Over: BUTLER BRANCH

5.28 MI EAST OF SH 7, Dallas, AR

Built 1954 Load: 21.8 t ADT: 261

SH48 Sec1 LM 7.128

Fair

Over: MORO CREEK

1.8 MI EAST JCT SH 229, Dallas, AR

Built 1957 Load: 21.8 t ADT: 390

SH 159-08 LM 2.36

Fair

Over: Canal Number 19

2.36 Mi N SH138-Winchestr, Desha, AR

Built 1980 Load: 21.8 t ADT: 434

SH 35-08 LM 5.44

Fair

Over: Sandy Creek Relief

5.44 Mi SE US 278-Enon, Drew, AR

Built 1959 Load: 21.8 t ADT: 2,300

Showing 1,251-1,300 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.