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 181-01-LM 4.08

Poor

Over: DITCH

2.0 MI S OF SH 140, Mississippi, AR

Built 1950 Load: 2.7 t ADT: 970

SH 118- Pvt Ent.

Poor

Over: Ditch - Side Drain

1 Mile N of Tyronza, Poinsett, AR

Built 1966 Load: 2.7 t ADT: 440

CR 70 Searcy

Poor

Over: TICK CREEK

1.28 MI S OF OXLEY, Searcy, AR

Built 1960 Load: 2.7 t ADT: 181

SH 56 Izard County

Poor

Over: CREEK

2.6 MI E JCT SH 289 & 56, Izard, AR

Built 1957 Load: 3.6 t ADT: 1,228

Sh-20/Sec-1/L-9.73

Poor

Over: Cypress Slough

9.8 Miles Se Elaine, Phillips, AR

Built 1970 Load: 3.6 t ADT: 130

SH 84 - 03 - 4.23

Poor

Over: ANTOINE CREEK

4.3 MI E OF KIRBY, Pike, AR

Built 1956 Load: 3.6 t ADT: 840

CR 50-C-Parrish Rd

Poor

Over: DITCH NO 11

JCT CO RD 50&51, Poinsett, AR

Built 1996 Load: 3.6 t ADT: 11

SH 166-01- LM 1.21

Poor

Over: CREEK

1.23 MI N JCT US 67 & 166, Randolph, AR

Built 1955 Load: 3.6 t ADT: 537

CR 278 Searcy

Poor

Over: BEAR CREEK

0.04 W SH 27, Searcy, AR

Built 1971 Load: 3.6 t ADT: 25

SH 18-03- LM 11.08

Poor

Over: DITCH

0.8 MI SO OF SH 91, Craighead, AR

Built 1960 Load: 4.5 t ADT: 560

SH 34-04- LM 11.06

Poor

Over: AUNT BETTY DITCH

1.88 MI W JCT SH 139 & 34, Greene, AR

Built 1969 Load: 4.5 t ADT: 480

SH 141-02- LM 3.85

Poor

Over: POPLAR CREEK

2.25MI SW OF WALCOTT, Greene, AR

Built 1977 Load: 4.5 t ADT: 980

CR 36 Izard County

Poor

Over: NASTY CREEK

.9 MI N SH 56, Izard, AR

Built 1939 Load: 4.5 t ADT: 1,460

CR 4 / Jackson Co.

Poor

Over: DEPARTEE CREEK

0.3 MI E JCT CR 4 & UPRR, Jackson, AR

Built 1997 Load: 4.5 t ADT: 504

SH 230-06- LM 2.90

Poor

Over: WEST FORK CACHE RIVER

2.90 MI E JCT SH 91-230, Lawrence, AR

Built 1967 Load: 4.5 t ADT: 740

SH 148-02- LM 8.10

Poor

Over: DRAINAGE DITCH NO. 29

0.7 MI E JCT SH 181, Mississippi, AR

Built 1963 Load: 4.5 t ADT: 200

SH 86 Log 3.92

Poor

Over: WATTENSAW BAYOU REL

3.9 MI S JCT SH 38, Prairie, AR

Built 1931 Load: 4.5 t ADT: 190

Archey Rd - D

Poor

Over: Archey Creek

1.39 MI N Jct SH 16, Van Buren, AR

Built 1956 Load: 4.5 t ADT: 183

CR 281/Fulton Co.

Poor

Over: TRACE CREEK

1.8 M E MAMMOTH SPRINGS, Fulton, AR

Built 1946 Load: 5.4 t ADT: 19

CR 309-Madison Co.

Poor

Over: HOCK CREEK

8 MI SW HUNTSVILLE, Madison, AR

Built 1960 Load: 5.4 t ADT: 68

CR 59D Danville Rd

Poor

Over: MIDDLE FORK SALINE RIVER

10.4 M W SH 9, Saline, AR

Built 1997 Load: 5.4 t ADT: 208

Lick Skillet Road

Poor

Over: Rocky Creek-Scott Co.

1.1 MI S. SH 80, Scott, AR

Built 1993 Load: 5.4 t ADT: 55

CR 1048/Griffin Rd

Poor

Over: S FORK SPRING RIVER

.12 MI E SH 175, Sharp, AR

Built 1965 Load: 5.4 t ADT: 569

CR 8/Indepen Co.

Poor

Over: DOTA CREEK

2.62 Mi S SH 122, Independence, AR

Built 2001 Load: 6.4 t ADT: 40

SH 25-06- LM 14.30

Poor

Over: LITTLE CYPRESS CREEK

3.5 MI NE OF LYNN, Lawrence, AR

Built 1971 Load: 6.4 t ADT: 1,800

Bob Long Lane CR59

Poor

Over: WHITE OAK BRANCH

.7MI N 58, Lonoke, AR

Built 1946 Load: 6.4 t ADT: 2

SH 119-02- LM 6.71

Poor

Over: DITCH NO. 41

0.5 MI S SH 158, Mississippi, AR

Built 1955 Load: 6.4 t ADT: 397

Sh-238/Sec-1/L7.63

Poor

Over: Little Piney Creek

8.27 Mi East Of Jct Us 49, Monroe, AR

Built 1948 Load: 6.4 t ADT: 260

No Ingram Blvd.

Poor

Over: Ten Mile Bayou Diversion

1.02 Mi No Int Broadway, Crittenden, AR

Built 1960 Load: 7.3 t ADT: 6,900

Sh-318/sec2/L4.03

Poor

Over: Beaver Bayou Ditch

0.39 Mi East Of Jct Sh 85, Phillips, AR

Built 1974 Load: 8.2 t ADT: 120

CR 624-D-SENTENEY

Poor

Over: LANGUILLE RIVER

.95 MI W J CR 624&683, Poinsett, AR

Built 1996 Load: 8.2 t ADT: 512

CR 64-Logan Co.

Poor

Over: Short Mountain Creek

0.45 MI W SH 309, Logan, AR

Built 1928 Load: 8.3 t ADT: 50

GLADE ROAD

Poor

Over: PRODUCTION CREEK

0.3 MI SW OF MCCOY RD, Jefferson, AR

Built 1955 Load: 8.4 t ADT: 20

Industrial Park Rd

Poor

Over: Flat Rock Creek-Crawford

1.38 MI E JCT I-540, Crawford, AR

Built 1964 Load: 9.1 t ADT: 7,700

Sh-364/Sec1/L12.41

Poor

Over: Creek

1.5 West Jct Sh 364 & 1, Cross, AR

Built 1976 Load: 9.1 t ADT: 290

CR 88 C SPRING St

Poor

Over: GULPHA CREEK

2.0 M. E. OF Westing.Dr., Garland, AR

Built 1930 Load: 9.1 t ADT: 110

SH 69-06- LM 1.51

Poor

Over: DITCH NO 7

1.21 MI E JCT SH 163, Poinsett, AR

Built 1962 Load: 9.1 t ADT: 1,666

SH 86 Log 3.79

Poor

Over: WATTENSAW BAYOU

3.8 MI S JCT SH 38, Prairie, AR

Built 1945 Load: 9.1 t ADT: 190

N Jackson Highway

Poor

Over: Beatty Branch-Washington

2.34MI NO OF LINCOLN, Washington, AR

Built 1940 Load: 9.1 t ADT: 1,156

SH 83-02 LM 2.76

Poor

Over: Lower Cut-Off Creek

2.76 Mi N US 278-RoseHill, Drew, AR

Built 1931 Load: 10.0 t ADT: 1,149

SH 195 -05 - 3.96

Poor

Over: COLLINS BAYOU

4.12 MI NE OF SH 371, Hempstead, AR

Built 1930 Load: 10.0 t ADT: 390

SH 223 Izard Co.

Poor

Over: CREEK

4.18 MI N JCT SH 56 & 223, Izard, AR

Built 1969 Load: 10.0 t ADT: 420

SH 387 - 01- 2.28

Poor

Over: (MILL CR.)WHITE OAK LAKE

2.3 MI S OF BLUFF CITY, Nevada, AR

Built 1971 Load: 10.0 t ADT: 150

2nd Street, Perry

Poor

Over: Haydon Branch

Jct. of 2nd St. & SH 9, Perry, AR

Built 1910 Load: 10.0 t ADT: 32

State Highway 28

Poor

Over: Jerico Branch-Scott Co.

12.3 M E OF OKLAHOMA SL, Scott, AR

Built 1956 Load: 10.0 t ADT: 763

Cr-722/Z-J/L-0.96

Poor

Over: Tuni Creek

.96 Mi S Sfc 734 & Sfc736, St. Francis, AR

Built 1991 Load: 10.0 t ADT: 24

Sh-50/Sec-1/L13.54

Poor

Over: Stream

1.4 Mi W Jct Sh 149 & 50, St. Francis, AR

Built 1972 Load: 10.0 t ADT: 80

Viney Grove Road

Poor

Over: Creek

0.2MI SO JCT SH 16, Washington, AR

Built 1931 Load: 10.0 t ADT: 890

Hwy 27 Side Drain

Poor

Over: Creek

3.73 M N of Mont. Co Line, Yell, AR

Built 1968 Load: 10.0 t ADT: 610

SH 103 Carroll

Poor

Over: CREEK

8.79 MI N of JCT US 412, Carroll, AR

Built 1964 Load: 10.9 t ADT: 1,400

Showing 5,301-5,350 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.