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

CR 450/Old Hwy 133

Poor

Over: Handly Creek

1.50 Mi S SH 35-Wlimar, Drew, AR

Built 1969 Load: 25.4 t ADT: 220

US Highway 64

Poor

Over: Hicks Creek-Franklin Co.

7.06 MI W JOHNSON CO LI, Franklin, AR

Built 1931 Load: 25.4 t ADT: 3,700

US 71-Seb. Co.

Poor

Over: Old Prairie Creek

0.09 MI S OF SH 252, Sebastian, AR

Built 1930 Load: 25.4 t ADT: 8,107

Sh-149/Sec-5/L1.47

Poor

Over: Tupelo Break

1.52 Mi North Jct Us 64, Crittenden, AR

Built 1977 Load: 26.3 t ADT: 750

Bucklake/Z-E/L-2.9

Poor

Over: Buck Lake

2.9 Mi E Of Jct Sh 149, Crittenden, AR

Built 1976 Load: 26.3 t ADT: 360

SH 124

Poor

Over: Clear Creek

4.19 MI E JCT SH 105, Pope, AR

Built 1962 Load: 26.3 t ADT: 887

State Highway 45

Poor

Over: Prairie Creek Seb. Co.

2.83 MI N JCT SH 96 & 45, Sebastian, AR

Built 1968 Load: 26.3 t ADT: 1,101

SH 169-00 LM 5.86

Poor

Over: Creek

0.9 Mi S US 82-Crossett, Ashley, AR

Built 1980 Load: 27.2 t ADT: 1,200

CR 20 (Russell Rd)

Poor

Over: SMITH CREEK

@JCT SH8 SEC 10 LM 0.68, Cleveland, AR

Built 1953 Load: 27.2 t ADT: 272

SH 32 - 07- 6.82

Poor

Over: BODCAW REL.

4.90 MI. WEST OF BODCAW, Hempstead, AR

Built 1963 Load: 27.2 t ADT: 780

SH 199-02 LM 3.43

Poor

Over: Jacks Bayou

1.13 Mi S US 65-Linwood, Jefferson, AR

Built 1952 Load: 27.2 t ADT: 59

SH 13 Log 0.88

Poor

Over: CROOKED CREEK

4.0 MI S OF HUMNOKE, Lonoke, AR

Built 1968 Load: 27.2 t ADT: 340

S Coker Road

Poor

Over: Adamson Creek- Greenwood

0.25M S Jct SH10/Elm St, Sebastian, AR

Built 1928 Load: 27.2 t ADT: 1,791

US 71-Wash Co.

Poor

Over: Rock Creek

2.3 MI N JCT SH 170, Washington, AR

Built 1930 Load: 27.2 t ADT: 5,800

US 412 Benton 2

Poor

Over: Illinois River/West Crsg

Benton Co8.19 MI W OK LN, Benton, AR

Built 1995 Load: 28.1 t ADT: 10,000

Cr36 / Indepen. Co

Poor

Over: MILL CREEK

.75MI NO SH106, Independence, AR

Built 1954 Load: 28.1 t ADT: 258

SH 31-01 LM 1.88

Poor

Over: Waterloo Ditch

1.88 Mi N US 79B-Sherrill, Jefferson, AR

Built 1955 Load: 28.1 t ADT: 790

Madison Co. SH 23

Poor

Over: CREEK

0.53 MI NO OF FRANKLIN CO, Madison, AR

Built 1963 Load: 28.1 t ADT: 770

SIEBERT STREET

Poor

Over: CREEK (CITY)

4BK E US71,5BK N DUDLEY, Miller, AR

Built 1970 Load: 28.1 t ADT: 171

SH 153-00 LM 0.74

Poor

Over: Little LaGrue Bayou

0.74 Mi E SH 130-RiceCntr, Arkansas, AR

Built 1966 Load: 29.9 t ADT: 430

Sh-1/Sec-14/L10.02

Poor

Over: Wolfe Creek

10 Mi North Jct W Us 64, Cross, AR

Built 1950 Load: 29.9 t ADT: 4,400

Prince Road

Poor

Over: Creek - Wash. Co.

1.05 MI S CO RD 10, Washington, AR

Built 1995 Load: 29.9 t ADT: 79

CR 71-I (911-484)

Poor

Over: Ditch

2 MI NW HARGRAVE CORNER, Clay, AR

Built 2001 Load: 31.8 t ADT: 40

Ferda Road-CR 80

Poor

Over: Main Canal No. 9

1.2 Mi W SH 15-Ferda, Jefferson, AR

Built 1992 Load: 31.8 t ADT: 187

SH 187 Carroll

Poor

Over: LEATHERWOOD CREEK

0.9 MI N JCT SH 23, Carroll, AR

Built 1942 Load: 32.7 t ADT: 1,663

SH 328-02- LM 1.50

Poor

Over: DRAINAGE DITCH

1.5 MI E JCT SH 211, Clay, AR

Built 1977 Load: 32.7 t ADT: 700

Sh-364/Sec-2/L2.77

Poor

Over: Creek

2.77 Mi East Of Jct Sh 1, Cross, AR

Built 1975 Load: 32.7 t ADT: 620

Sh-44Sec-2/L-6.67

Poor

Over: Indian Bayou

0.75 Mi S Phillips Co Li, Desha, AR

Built 1975 Load: 32.7 t ADT: 180

SH 35-03 LM 0.97

Poor

Over: Creek

0.97 Mi E US167-Cross Rds, Grant, AR

Built 1976 Load: 32.7 t ADT: 1,400

I-30 EB log 93.51

Poor

Over: CREEK

4.45 MI SW OF US 270, Hot Spring, AR

Built 1967 Load: 32.7 t ADT: 15,500

CR 74/Indepen. Co.

Poor

Over: TWO MILE CREEK

.4 MI E SH 233, Independence, AR

Built 1988 Load: 32.7 t ADT: 27

SH 120-SEC 01-7.19

Poor

Over: SLEEPY BAYOU

7.2 MI E SH 61, Mississippi, AR

Built 1949 Load: 32.7 t ADT: 280

CR S343 - G

Poor

Over: TYRONZA CREEK

1 MI SO RIVERCREST SCHOOL, Mississippi, AR

Built 1980 Load: 32.7 t ADT: 45

Sh-366/Sec-2/L7.24

Poor

Over: Cypress Creek

0.82 Mi W Of Jct Us 49, Monroe, AR

Built 1976 Load: 32.7 t ADT: 160

Co. Rd 852

Poor

Over: Side Drain DITCH RT

4.63MI W JCT SH 1-CR 852, Poinsett, AR

Built 1965 Load: 32.7 t ADT: 2,500

SH 214-00- LM 1.19

Poor

Over: SLOUGH

1.19 E JCT HWY 18& SH214, Poinsett, AR

Built 1976 Load: 32.7 t ADT: 516

SH 322-02- LM 1.16

Poor

Over: DRAINAGE DITCH

1.20 E JCT SH 149 & 322, Poinsett, AR

Built 1980 Load: 32.7 t ADT: 290

CR 808-Reddman Rd

Poor

Over: Hwy 14 side drain

2.5 miles W of Harrisburg, Poinsett, AR

Built 1960 Load: 32.7 t ADT: 40

SH 86 Log 0.15

Poor

Over: Oak Creek

0.2 MI E JCT SH 63, Prairie, AR

Built 1931 Load: 32.7 t ADT: 268

I 440 WB Log 8.44

Poor

Over: FAULKNER LAKE

1MI SO OF US 70 (I-7), Pulaski, AR

Built 1979 Load: 32.7 t ADT: 21,500

I-30 Log 141.70

Poor

Over: UNION PACIFIC RR

1.1 MI SO OF I-40(I-8), Pulaski, AR

Built 1961 Load: 32.7 t ADT: 119,000

SH 16

Poor

Over: CREEK

.50 MI S OF SH 110, Van Buren, AR

Built 1957 Load: 32.7 t ADT: 1,500

US 62 - Wash Co.

Poor

Over: Ballard Creek

2.01 MI E OKLAHOMA STATE, Washington, AR

Built 1930 Load: 32.7 t ADT: 2,300

US 67 NB WHITE

Poor

Over: CYPRESS REL

0.21MI NO LONOKE CO LINE, White, AR

Built 1969 Load: 32.7 t ADT: 13,391

Sh-260/Sec-2/L0.97

Poor

Over: Creek

0.97 Mile Se Of Jct Sh 17, Woodruff, AR

Built 1976 Load: 32.7 t ADT: 40

I-40 EB-Crawford

Poor

Over: Little Frog Bayou

13.38 MI E OKLAHOMA ST LI, Crawford, AR

Built 1965 Load: 40.8 t ADT: 15,000

Arkansas Hwy 32

Poor

Over: Millwood Dam Spillway

11.3 KM E OF Ashdown, AR, Little River, AR

Built 1966 Load: 56.4 t ADT: 1,800

CR 948 - LM 5.56

Structurally Deficient

Over: BIG BAY DITCH

1.5 MI W JCT SH 135 & 230, Craighead, AR

Built 1968 ADT: 650

N Redding St W Mem

Structurally Deficient

Over: Ten Mile Bayou

.76 Miles North Jct Us 70, Crittenden, AR

Built 1987 ADT: 510

SH 195 - 03 - 6.32

Structurally Deficient

Over: TRIBBLE CREEK

.5 MI S JCT SH 371 & 195, Hempstead, AR

Built 1967 ADT: 191

Showing 5,451-5,500 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.