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

Moccasin Creek Rd.

Structurally Deficient

Over: Moccasin Creek

2.15 Mi. Jct SH5 & Mocca, Izard, AR

Built 1998 ADT: 50

CR 42-C(911=W346)

Structurally Deficient

Over: PEMISCOT BAYOU

1.4 M E J CO 93 & 42, Mississippi, AR

Built 1975 ADT: 2

SH 181-02- LM 0.49

Structurally Deficient

Over: DITCH 44

0.5 MI N JCT SH 140, Mississippi, AR

Built 1960 ADT: 680

SH 158-01-LM 10.35

Structurally Deficient

Over: NATIONAL DITCH

2 MI W VICTORIA ARK., Mississippi, AR

Built 1978 ADT: 630

Cr-418/Z-E/L0.49

Structurally Deficient

Over: Creek

.49 Miles East Of Sh 284, St. Francis, AR

Built 1985 ADT: 169

CR 419 C

Structurally Deficient

Over: CREEK

3 MI NO MARMADUKE, Greene, AR

Built 1992 Load: 1.8 t ADT: 227

Moccasin Creek Rd.

Structurally Deficient

Over: Moccasin Creek

1.32 Mi. Jct SH5 & Mocca, Izard, AR

Built 1998 Load: 1.8 t ADT: 50

EMCO OIL FIELD RD

Structurally Deficient

Over: CHARIVARI CREEK

EMCO OIL FIELD ROAD, Bradley, AR

Built 1960 Load: 2.7 t ADT: 1

State Highway 378

Structurally Deficient

Over: Kings Creek - Scott Co.

2.15 MI E SEBASTIAN CO LN, Scott, AR

Built 1971 Load: 3.6 t ADT: 298

Sh-149/Sec-1/L4.34

Structurally Deficient

Over: Fifteen Mile Bayou

0.1 Mi So Jct Sh 50 & 149, St. Francis, AR

Built 1957 Load: 3.6 t ADT: 200

Sh-42/Sec-3/L12.56

Structurally Deficient

Over: St Francis River

.02 Mi E Jct Sh 75 & 42, Cross, AR

Built 1968 Load: 4.5 t ADT: 295

ShawneeDropZone Rd

Structurally Deficient

Over: Creek-Ft. Chaffee BR 016

0.87 Mi W Jct Hwy 96, Sebastian, AR

Built 1939 Load: 4.5 t ADT: 100

CR948 - LM 6.28

Structurally Deficient

Over: DITCH

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

Built 1968 Load: 5.4 t ADT: 650

Cr-514/Z-I/L-1.48

Structurally Deficient

Over: Ditch

.5Mi W Jct Cr 251 & 73, Phillips, AR

Built 1975 Load: 5.4 t ADT: 2

CR 66 White Co.

Structurally Deficient

Over: LITTLE RED RIVER

.25MI SO OF 385 @ JUDSONI, White, AR

Built 1924 Load: 5.4 t ADT: 67

SH 9/Fulton County

Structurally Deficient

Over: Little Strawberry Creek

0.4 MI N OF Wheeling, AR, Fulton, AR

Built 1926 Load: 6.4 t ADT: 1,200

SH 9/Fulton County

Structurally Deficient

Over: CREEK

1.66 Mi. So. Salem, Fulton, AR

Built 1926 Load: 6.4 t ADT: 1,200

SH 9/Fulton County

Structurally Deficient

Over: HARKLE ROAD CREEK

2.29 Mi NE of Izard Co Li, Fulton, AR

Built 1926 Load: 7.3 t ADT: 1,200

SH 34-04- LM 4.82

Structurally Deficient

Over: CREEK

4.82 MI E JCT SH 135 & 34, Greene, AR

Built 1965 Load: 7.3 t ADT: 1,500

SH 56 Izard County

Structurally Deficient

Over: HARS CREEK

4.8 MI W JCT US 167 & 56, Izard, AR

Built 1957 Load: 8.2 t ADT: 1,228

SH 354 Izard Co.

Structurally Deficient

Over: Little Strawberry Creek

1.4 MI W SH 289, Izard, AR

Built 1973 Load: 8.2 t ADT: 530

CR 38 - Polk Co.

Structurally Deficient

Over: Mt. Fork River

3.10 MI W JCT 37 & 38, Polk, AR

Built 1905 Load: 8.2 t ADT: 144

SH 37/Jackson Co.

Structurally Deficient

Over: POMPEYS CREEK

1.92 MI W JCT US 67, Jackson, AR

Built 1930 Load: 9.1 t ADT: 1,300

SH 25/Independ. Co

Structurally Deficient

Over: BLUE CREEK

1.0 M W OF SH 233, Independence, AR

Built 1955 Load: 10.0 t ADT: 5,500

RIVER ROAD

Structurally Deficient

Over: HIGHWAY 71 BORROW DITCH

S.E. PORTION OF REFUGE, Sevier, AR

Built 1970 Load: 10.0 t ADT: 30

SH 293-02 LM 0.16

Structurally Deficient

Over: Ladd Canal

0.16 Mi S SH 54-Dumas, Lincoln, AR

Built 1970 Load: 11.8 t ADT: 270

SH 233/Indepen Co.

Structurally Deficient

Over: TWO MILE CREEK

3.7 MI N JCT SH 69 & 233, Independence, AR

Built 1956 Load: 12.7 t ADT: 820

Sh-121/Sec-2/L7.19

Structurally Deficient

Over: Larkin Creek

0.8 Mi East Of Jct Sh 261, Lee, AR

Built 1957 Load: 13.6 t ADT: 400

SH 166-01- LM 3.30

Structurally Deficient

Over: FOURCHE RIVER

3.3 MI NE JCT US 67, Randolph, AR

Built 1942 Load: 13.6 t ADT: 180

SH/56 Izard County

Structurally Deficient

Over: LITTLE PINEY CREEK

5.9 MI E OF BROCKWELL, Izard, AR

Built 1971 Load: 14.5 t ADT: 1,700

SH 141-05- LM 6.51

Structurally Deficient

Over: DITCH NO 8

JCT at 141 & 90, Clay, AR

Built 1972 Load: 15.4 t ADT: 350

KinionLk.Rd-WashCo

Structurally Deficient

Over: Muddy Fork Illinois Rvr.

.42 MI W CO RD 37, Washington, AR

Built 1998 Load: 17.2 t ADT: 199

SH 72 Benton 1

Structurally Deficient

Over: DITCH

0.1 MI E JCT SH 72- 94, Benton, AR

Built 1932 Load: 19.1 t ADT: 2,600

SH 118-02- LM 1.24

Structurally Deficient

Over: TYRONZA RIVER

.8MI E JCT SH 135, Poinsett, AR

Built 1960 Load: 19.1 t ADT: 780

US Highway 270

Structurally Deficient

Over: Turner Creek-Scott Co.

5.53 MI E OF 'Y' CITY, Scott, AR

Built 1928 Load: 19.1 t ADT: 1,000

US 62

Structurally Deficient

Over: St. Francis River

AR/MO Border, Clay, AR

Built 1953 Load: 20.0 t ADT: 1,400

Sh-350/Sec-2/L0.58

Structurally Deficient

Over: Turrey Creek

.58 Mi North Jct Sh 284, Cross, AR

Built 1976 Load: 21.8 t ADT: 1,100

Double Springs Rd

Structurally Deficient

Over: Hamestring Creek

0.95 M N JCT HWY 16, Washington, AR

Built 1970 Load: 22.7 t ADT: 1,000

SH 135-01- LM 2.67

Structurally Deficient

Over: TYRONZA RIVER

2.43 M N JCT US 63 &SH135, Poinsett, AR

Built 1954 Load: 24.5 t ADT: 1,100

SH 118-02-LM 4.23

Structurally Deficient

Over: TYRONZA RIVER

1.8 MI N JCT US 63, Poinsett, AR

Built 1964 Load: 26.3 t ADT: 440

I-40FW/Se52/272.73

Structurally Deficient

Over: Ditch Number 10

1.63 Miles East Of Sh 147, Crittenden, AR

Built 1958 Load: 30.8 t ADT: 149

CR 434 - C

Structurally Deficient

Over: JOHNSON CREEK

2.5 miles NE of Marmaduke, Greene, AR

Built 1986 Load: 30.8 t ADT: 93

SH 74, Side Drain

Structurally Deficient

Over: Ditch-Washington

19225 SH 74 SECT 2, Washington, AR

Built 1998 Load: 32.7 t ADT: 11

State Highway 248

Structurally Deficient

Over: Shipman Creek - Scott Co

0.71 MI NE JCT SH 80, Scott, AR

Built 1979 Load: 56.2 t ADT: 920

Showing 5,501-5,544 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.