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

CO RD 38 - G -0.93

Fair

Over: LITTLE SANDY CREEK

1 MI S OF LANEBURG, Nevada, AR

Built 1972 Load: 32.7 t ADT: 264

C.R 249- D - 1.13

Fair

Over: GRANDBRANCH(county judge

0.2 M S JCT CO RD 20, Nevada, AR

Built 1970 Load: 32.7 t ADT: 417

I 30, WB-13-52.27

Fair

Over: BLACK CREEK

0.8 MI S CLARK CO LINE, Nevada, AR

Built 1967 Load: 32.7 t ADT: 8,500

I 30, WB LNS-52.55

Fair

Over: LITTLE MISSOURI RELIEF

0.52 MI S CLARK CO LINE, Nevada, AR

Built 1967 Load: 32.7 t ADT: 17,000

I-30-13-52.97 W.B.

Fair

Over: LITTLE MISSOURI RIVER

0.1 MI S CLARK CO LINE, Nevada, AR

Built 1967 Load: 32.7 t ADT: 17,000

I 30, WB LNS 50.49

Fair

Over: WILSON CREEK

4.35 MI NE JCT SH 19, Nevada, AR

Built 1967 Load: 32.7 t ADT: 13,500

I-30, EB-13-52.27

Fair

Over: BLACK CREEK

0.8 MI SO CLARK CO LINE, Nevada, AR

Built 1967 Load: 32.7 t ADT: 8,500

I-30, EB LNS-52.55

Fair

Over: LITTLE MISSOURI RELIEF

0.52 MI SO CLARK CO LINE, Nevada, AR

Built 1967 Load: 32.7 t ADT: 17,000

I-30-13-52.97 E.B.

Fair

Over: LITTLE MISSOURI RIVER

0.1 MI SO CLARK CO LINE, Nevada, AR

Built 1967 Load: 32.7 t ADT: 17,000

I-30, E.B.L-50.49

Fair

Over: WILSON CREEK

4.35 MI NE OF SH 9, Nevada, AR

Built 1967 Load: 32.7 t ADT: 13,500

SH 32 SEC.09-3.78

Fair

Over: CYPRESS CR

3.8 MI E JCT SH 53 & 32, Nevada, AR

Built 1962 Load: 32.7 t ADT: 240

SH 355 -05 -4.18

Fair

Over: CLEAR CREEK

4.18 MI SE HEMPSTEAD COLN, Nevada, AR

Built 1975 Load: 32.7 t ADT: 250

SH 73 - 04 - 2.52

Fair

Over: TRAMMEL CREEK

3.71MI W JCT SH 53 & 73, Nevada, AR

Built 1979 Load: 32.7 t ADT: 140

SH 73 - 04- 0.64

Fair

Over: WHITE SIDE CREEK

0.6MI E HEMPSTEAD CO LN, Nevada, AR

Built 1979 Load: 32.7 t ADT: 140

CR 20 Newton

Fair

Over: Henson Creek

1.06 West SH 327, Newton, AR

Built 2005 Load: 32.7 t ADT: 70

SH 123 Newton

Fair

Over: LAGRUE RIVER

1.0 MI SE JCT SH 74W &123, Newton, AR

Built 1964 Load: 32.7 t ADT: 779

SH 74 Newton

Fair

Over: ROCK CREEK

5.53 M E OF JASPER, Newton, AR

Built 1977 Load: 32.7 t ADT: 380

SH 74 Newton

Fair

Over: SHELTON CREEK

7.63 M E JASPER, Newton, AR

Built 1977 Load: 32.7 t ADT: 380

Ouachita CR 44 Z-B

Fair

Over: PALMER BAYOU

.2 MI E JCT US 79B&SH 7, Ouachita, AR

Built 2018 Load: 32.7 t ADT: 36

SH 9 S-1 LM 2.36

Fair

Over: FREEO CREEK

2.34 MI NO JCT US 79, Ouachita, AR

Built 1953 Load: 32.7 t ADT: 1,800

US79 S-4 LM 9.99NB

Fair

Over: MIZZELL CREEK

0.5 MI NE JCT SH 205, Ouachita, AR

Built 1978 Load: 32.7 t ADT: 5,700

US79 S-4 LM10.50SB

Fair

Over: BRUSHY CREEK

1.0 MI SW JCT SH 9, Ouachita, AR

Built 1978 Load: 32.7 t ADT: 2,850

US278 S8WB LM17.36

Fair

Over: WADLEIGH BR

.62 MIW JCT US 278 US 79B, Ouachita, AR

Built 1995 Load: 32.7 t ADT: 4,624

SH7 SB S-3 LM 1.34

Fair

Over: UNION PACIFIC RR

0.25 MI N JCT SH 376, Ouachita, AR

Built 1985 Load: 32.7 t ADT: 18,043

US 278 S-8 LM 16.4

Fair

Over: WADLEIGH BR.

1.53 MI W JCT US 79, Ouachita, AR

Built 1965 Load: 32.7 t ADT: 3,700

US278S-8 LM17.36EB

Fair

Over: WADLEIGH BR.

.62 MI W JCT US278/US 79B, Ouachita, AR

Built 1965 Load: 32.7 t ADT: 4,624

SH 7NB S-3 LM 9.72

Fair

Over: MILL CREEK-UPRR

.3 MI S JCT SH 376, Ouachita, AR

Built 1982 Load: 32.7 t ADT: 6,000

SH7 NB S-3 LM 1.34

Fair

Over: UPRR

.25 MI N JCT SH 376, Ouachita, AR

Built 1985 Load: 32.7 t ADT: 18,043

SH 7 S-4 LM 12.25

Fair

Over: DITCH

4.97 M S DALLAS CO LINE, Ouachita, AR

Built 1956 Load: 32.7 t ADT: 410

SH57 Sec 0 Lm 4.42

Fair

Over: JACKSON CREEK

.78 MI SO JCT SH 76, Ouachita, AR

Built 1991 Load: 32.7 t ADT: 150

SH 7 S-3 LM 9.32

Fair

Over: CREEK

1.1 SO JCT SH 7 & 376, Ouachita, AR

Built 1982 Load: 32.7 t ADT: 5,008

CR 204 Rose Creek

Fair

Over: creek

.17 mi. W. St. Hwy. 155, Perry, AR

Built 1985 Load: 32.7 t ADT: 190

SH 216

Fair

Over: Creek

2.3 MI E JCT SH 9 & 216, Perry, AR

Built 1960 Load: 32.7 t ADT: 1,400

SH 216

Fair

Over: Greathouse Creek

2.4 MI E JCT SH 9 & 216, Perry, AR

Built 1960 Load: 32.7 t ADT: 1,400

Mimosa St/Helena

Fair

Over: Ditch

.1 Mi No Of Quarles St, Phillips, AR

Built 1971 Load: 32.7 t ADT: 40

Sh-20/Sec-1/L-0.42

Fair

Over: Ditch

0.42 Mi East Of Sh 44, Phillips, AR

Built 1957 Load: 32.7 t ADT: 230

Sh-39/Sec-11/L1.72

Fair

Over: Little Cypress

2.3 Mi So Jct Us 49 & 39, Phillips, AR

Built 1971 Load: 32.7 t ADT: 180

Sh-85/Sec-1/L-8.02

Fair

Over: Johson Ditch

1.68 Mi. N JCT SH 44&85, Phillips, AR

Built 2019 Load: 32.7 t ADT: 720

CR 31 E. FARM RD.

Fair

Over: BRANCH

1.25 M S JCT SH 301, Pike, AR

Built 1973 Load: 32.7 t ADT: 88

SH 26 SEC.03-11.88

Fair

Over: WOLF CREEK RELIEF

4MI W OF CLARK CO, Pike, AR

Built 1976 Load: 32.7 t ADT: 1,300

SH 26 SEC.03-12.26

Fair

Over: KIRKHAM BRANCH

3.75 MI W OF CLARK CO, Pike, AR

Built 1976 Load: 32.7 t ADT: 1,300

CR 87-B-PORTIS FRM

Fair

Over: RIVERVALE OUTLET

0.2MI N JCT CR 88, Poinsett, AR

Built 1978 Load: 32.7 t ADT: 25

CR 269-C

Fair

Over: DITCH # 123

1.5 MI NO JCT 463&14, Poinsett, AR

Built 1996 Load: 32.7 t ADT: 145

I-555SB-02-LM13.31

Fair

Over: SAINT FRANCIS RIVER

0.33 MI E SH 75, Poinsett, AR

Built 1970 Load: 32.7 t ADT: 8,500

I-555NB-02-LM16.51

Fair

Over: DRAINAGE DITCH NO. 61

1.38 MI E OF PAYNEWAY ARK, Poinsett, AR

Built 1973 Load: 32.7 t ADT: 8,500

I-555NB-02-LM15.93

Fair

Over: SAND SLOUGH

1.90 MI E OF PAYNEWAY ARK, Poinsett, AR

Built 1973 Load: 32.7 t ADT: 8,500

I-555NB-02-LM15.26

Fair

Over: FLOODWAY REL

1.63 W JCT SH 75, Poinsett, AR

Built 1973 Load: 32.7 t ADT: 8,500

I-555NB-02-LM13.31

Fair

Over: ST. FRAN. RIV.

0.33 MI SE OF JCT SH 75, Poinsett, AR

Built 1970 Load: 32.7 t ADT: 8,500

I-555SB-02-LM16.92

Fair

Over: DITCH 60

.6MI E JCTS 14-63, Poinsett, AR

Built 1973 Load: 32.7 t ADT: 8,500

I-555SB-02-LM16.51

Fair

Over: DITCH NO 61

1.3 MI E JCT SH 14 & 63, Poinsett, AR

Built 1973 Load: 32.7 t ADT: 8,500

Showing 2,701-2,750 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.