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

I-555SB-02-LM15.26

Fair

Over: FLOODWAY RELIEF

1.63 MI W OF SH 75, Poinsett, AR

Built 1973 Load: 32.7 t ADT: 8,500

SH 214-00- LM 5.39

Fair

Over: DITCH

5.3MI E JCT 18-LT FLD ENT, Poinsett, AR

Built 1976 Load: 32.7 t ADT: 516

SH 214-00-LM 3.15

Fair

Over: FLAG SLOUGH

3.15MI E JCT SH 18, Poinsett, AR

Built 1976 Load: 32.7 t ADT: 516

SH 214-00- LM 5.18

Fair

Over: BAYOU DE VIEW RELIEF

5.31 MI E SH 18, Poinsett, AR

Built 1975 Load: 32.7 t ADT: 516

SH 214-00- LM 5.30

Fair

Over: BAYOU DE VIEW RELIEF

5.35 MI E SH 18, Poinsett, AR

Built 1976 Load: 32.7 t ADT: 516

SH 14-14- LM 14.34

Fair

Over: DRAINAGE DITCH

SH 14, Poinsett, AR

Built 1988 Load: 32.7 t ADT: 3,290

County Road 64

Fair

Over: East Creek Polk Co.

13.23 MI SE SH 375, Polk, AR

Built 1963 Load: 32.7 t ADT: 50

County Road 63-B

Fair

Over: Ouachita River Polk Co.

3.15 MI NE SH 8&CR 63B, Polk, AR

Built 1984 Load: 32.7 t ADT: 130

State Highway 8

Fair

Over: Mill Creek - Polk Co.

15.6 MI SE US 71, Polk, AR

Built 1956 Load: 32.7 t ADT: 798

US 64

Fair

Over: Union Pacific RR

.10 M N of Jct 326, Pope, AR

Built 1936 Load: 32.7 t ADT: 12,000

Welcome Home Rd.

Fair

Over: Anderson Creek

.47 M NE CO RD 55 & 422, Pope, AR

Built 1981 Load: 32.7 t ADT: 223

Victor Rd. - D

Fair

Over: Creek

5.1 E SH 7, Pope, AR

Built 1981 Load: 32.7 t ADT: 62

Landers Loop - D

Fair

Over: Gum Creek

0.1 Mile East St Hwy 27, Pope, AR

Built 1970 Load: 32.7 t ADT: 84

I 40, WB LNS

Fair

Over: Galla Creek

0.31 M W Jct SH 363, Pope, AR

Built 1967 Load: 32.7 t ADT: 8,000

I 40, WB LNS

Fair

Over: White Oak Creek

2.03 MI E JCT SH 105, Pope, AR

Built 1967 Load: 32.7 t ADT: 8,253

I-40, EB LNS

Fair

Over: Galla Creek

0.31 M W of SH 363, Pope, AR

Built 1967 Load: 32.7 t ADT: 8,000

I-40, EB LNS

Fair

Over: White Oak Creek

2.03 M East of SH 105, Pope, AR

Built 1967 Load: 32.7 t ADT: 8,253

SH 124

Fair

Over: Poll Creek

5.76 MI E SH 105 & 124, Pope, AR

Built 1936 Load: 32.7 t ADT: 887

SH 324

Fair

Over: Horsehead Slough

4 M SW of Atkins, Pope, AR

Built 1980 Load: 32.7 t ADT: 120

Mt Pleasant/CR518

Fair

Over: BARNES CREEK

.7 Ml W ST HWY 249, Prairie, AR

Built 2014 Load: 32.7 t ADT: 86

I-40 WB Log194.39

Fair

Over: HURRICANE CREEK

1.2 MI EAST JCT SH 11, Prairie, AR

Built 1965 Load: 32.7 t ADT: 18,000

I-40 WB Log 205.28

Fair

Over: CACHE RIVER

3.1 MI E SH 33, Prairie, AR

Built 1966 Load: 32.7 t ADT: 14,635

I 40 EB Log 194.39

Fair

Over: HURRICANE CREEK

1.2 MI E OF JCT SH 11, Prairie, AR

Built 1965 Load: 32.7 t ADT: 18,000

I-40 EB Log 205.28

Fair

Over: CACHE RIVER

3.1 MI E JCT SH 33, Prairie, AR

Built 1966 Load: 32.7 t ADT: 14,635

SH 86 Log 2.75

Fair

Over: BIG LAGRUE BAYOU

2.8 MI S JCT US 70 & 86, Prairie, AR

Built 1953 Load: 32.7 t ADT: 140

BOWMAN RD

Fair

Over: PANTHER CREEK

2.9 MI N OF Col. Glenn Rd, Pulaski, AR

Built 1950 Load: 32.7 t ADT: 22,000

CR82-Faulker Lk Rd

Fair

Over: ASHLEY BAYOU

0.1 Mi W of Lonoke Co. Ln, Pulaski, AR

Built 1935 Load: 32.7 t ADT: 1,900

Winston Faulkner R

Fair

Over: ALLSOPP DITCH

.05 MI N OF CANTRELL RD, Pulaski, AR

Built 1930 Load: 32.7 t ADT: 616

W 28TH STREET

Fair

Over: COLEMAN CREEK

AT UALR ENTRANCE, Pulaski, AR

Built 1960 Load: 32.7 t ADT: 6,600

Sayles Rd

Fair

Over: LITTLE CREEK

0.7 Mi E of SH 89, Pulaski, AR

Built 1993 Load: 32.7 t ADT: 620

CR 701 Stettlement

Fair

Over: WHITE OAK CREEK

1.41 MI S JCT SH 365, Pulaski, AR

Built 1996 Load: 32.7 t ADT: 45

Trammel Rd

Fair

Over: FIVE MILE CREEK

.30 MI E OF US 67/I-6, Pulaski, AR

Built 1996 Load: 32.7 t ADT: 1,800

Valentine Rd

Fair

Over: INK BAYOU

2.4 SO SH 294, Pulaski, AR

Built 1997 Load: 32.7 t ADT: 520

CORD 65 (RIXEY RD)

Fair

Over: Five Mile Creek

.75 M N OF SH 161, Pulaski, AR

Built 1997 Load: 32.7 t ADT: 2,301

CR 1938 Watson

Fair

Over: Leopard Creek

1.3 Mi W of Bate. Pike, Pulaski, AR

Built 2005 Load: 32.7 t ADT: 591

I 530 SB Log 0.55

Fair

Over: FOURCHE CK & 3 M RR

.55 MI S OF I-30, Pulaski, AR

Built 1960 Load: 32.7 t ADT: 22,500

I-30 WB Log 135.53

Fair

Over: UNION PACIFIC R/R

3.3 MI E OF SH 70, Pulaski, AR

Built 1959 Load: 32.7 t ADT: 29,000

I-30 WB Log 136.11

Fair

Over: LITTLE FOURCHE CREEK

3.9 MI NE OF SH 70, Pulaski, AR

Built 1959 Load: 32.7 t ADT: 29,000

I-40 WB Log 156.03

Fair

Over: UPRR

0.75 MI E OF SH 67, Pulaski, AR

Built 1962 Load: 32.7 t ADT: 26,151

I-40 WB log 143.70

Fair

Over: WHITE OAK BAYOU

1.5 MI SE OF MORGAN/I-3, Pulaski, AR

Built 1963 Load: 32.7 t ADT: 39,000

I-530 SB Log 15.39

Fair

Over: CAMPBELL CREEK

.92 MI N JEFF CO, Pulaski, AR

Built 1974 Load: 32.7 t ADT: 11,602

I-430 NB Log 0.88

Fair

Over: FOURCHE CREEK

.2 M S SH 5, Pulaski, AR

Built 1973 Load: 32.7 t ADT: 39,104

67 SB SR Log 12.83

Fair

Over: JACKS BAYOU

3 MI. NE JACKSONVILLE, Pulaski, AR

Built 1972 Load: 32.7 t ADT: 2,800

I-440 WB Log 9.87

Fair

Over: Railroad & Swamp

BETWEEN US70&I40(I-6), Pulaski, AR

Built 1980 Load: 32.7 t ADT: 21,000

I 530 NB Log 0.51

Fair

Over: FOURCHE CR. & 3M RR

0.51 MI S OF I-30, Pulaski, AR

Built 1960 Load: 32.7 t ADT: 22,500

I-40 EB Log 156.02

Fair

Over: UPRR

0.8 MI E OF US 67, Pulaski, AR

Built 1962 Load: 32.7 t ADT: 26,151

I-40 EB log 143.70

Fair

Over: WHITE OAK BAYOU

1.5 MI SE OF MORGAN, Pulaski, AR

Built 1963 Load: 32.7 t ADT: 39,000

I-430 SB log 0.88

Fair

Over: FOURCHE CREEK

.2 MI S SH 5, Pulaski, AR

Built 1975 Load: 32.7 t ADT: 39,104

I-440 EB Log 8.44

Fair

Over: FAULKNER LAKE

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

Built 1979 Load: 32.7 t ADT: 21,500

I-440 WB Log 9.96

Fair

Over: Railroad & Swamp

0.3MI NO OF US70(I-6), Pulaski, AR

Built 1979 Load: 32.7 t ADT: 17,000

Showing 2,751-2,800 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.