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-530 SB LM 17.08

Good

Over: Turkey Creek

0.8 Mi S PulaskiCo-Hnsley, Grant, AR

Built 1975 Load: 32.7 t ADT: 12,500

I-530 SB LM 16.57

Good

Over: Wildcat Creek

0.3 Mi S PulaskiCo-Hensly, Grant, AR

Built 1975 Load: 32.7 t ADT: 12,500

I-530 FRT LM 17.08

Good

Over: Turkey Creek

0.8 Mi S PulaskiCo-Hnsley, Grant, AR

Built 1975 Load: 32.7 t ADT: 170

I-530 FRT LM 16.57

Good

Over: Wildcat Creek

0.3 Mi S PulaskiCo-Hensly, Grant, AR

Built 1975 Load: 32.7 t ADT: 170

SH 291-01 LM 0.65

Good

Over: Moore's Slough Tributary

0.65 Mi N SH 46-Prattsvil, Grant, AR

Built 2016 Load: 32.7 t ADT: 320

PRUETTS CHAPEL- G

Good

Over: CREEK

1.6 MI WEST US 49, Greene, AR

Built 1993 Load: 32.7 t ADT: 6,100

CR 335-D (911=223)

Good

Over: STAR DITCH

1.5 SW EVENING STAR, Greene, AR

Built 1998 Load: 32.7 t ADT: 15

CR 320 - F

Good

Over: MAIN LATERAL

1.23 Mi N of county line, Greene, AR

Built 2001 Load: 32.7 t ADT: 39

CR 132 - D

Good

Over: Ditch #1

2.5 Miles N of Beech Grov, Greene, AR

Built 2001 Load: 32.7 t ADT: 31

CR 932 - A

Good

Over: LAKE DITCH

2.2 Mi E SH 135, Greene, AR

Built 2001 Load: 32.7 t ADT: 290

CR 308 - F

Good

Over: GUM SLOUGH DITCH

4 Mi SE of FONTAINE, Greene, AR

Built 2002 Load: 32.7 t ADT: 21

CR 214 - E

Good

Over: SWAN POND DITCH

1 MI N OF FAULKNERVILLE, Greene, AR

Built 2002 Load: 32.7 t ADT: 11

CR 422 - C

Good

Over: SLAVENS CREEK

2 MI NW OF MARMADUKE, Greene, AR

Built 2003 Load: 32.7 t ADT: 162

CR 514 - C

Good

Over: LOCUST CREEK

1.58 Miles N of Paragould, Greene, AR

Built 2003 Load: 32.7 t ADT: 1,181

US Hwy 412 Spur

Good

Over: Eight Mile Creek

4.9 miles E of Hwy 49, Greene, AR

Built 2014 Load: 32.7 t ADT: 3,799

US 412-09- LM 7.35

Good

Over: GATE DITCH

.89 M W MISSOURI SL, Greene, AR

Built 1956 Load: 32.7 t ADT: 8,700

US 412 Sect. 8

Good

Over: Creek

11.2 M E Cache River, Greene, AR

Built 2006 Load: 32.7 t ADT: 6,268

SH 141-02-LM 2.86

Good

Over: Creek

2.86 MI N Craighead Co. L, Greene, AR

Built 2016 Load: 32.7 t ADT: 980

State Hwy 141

Good

Over: Creek

0.5 MI S Beech Grove, Greene, AR

Built 2019 Load: 32.7 t ADT: 650

412 Section 8

Good

Over: Creek

1.54 South of US 412 WEST, Greene, AR

Built 2019 Load: 32.7 t ADT: 4,500

US 412

Good

Over: Creek

1.65 South of US 412 WEST, Greene, AR

Built 2019 Load: 32.7 t ADT: 4,500

U S 412

Good

Over: Lateral # 3

2.67 mi E. of Cache River, Greene, AR

Built 2020 Load: 32.7 t ADT: 3,500

US 412

Good

Over: Overcup Slough

5.42 MI east Cache River, Greene, AR

Built 2020 Load: 32.7 t ADT: 4,500

AR Hwy 141

Good

Over: creek

5.26NE Craighead Line, Greene, AR

Built 2022 Load: 32.7 t ADT: 1,100

CO RD 32 -C-2.16

Good

Over: HOLT CREEK- CO JUDGE

2.2 MI SW PIKE CO LINE, Hempstead, AR

Built 1998 Load: 32.7 t ADT: 285

C.R.19 -E - 2.53

Good

Over: TERRE ROUGE CREEK

2 MI NE OF OLD WASHINGTON, Hempstead, AR

Built 1999 Load: 32.7 t ADT: 104

CO RD 35-D-1.40

Good

Over: YELLOW CREEK

0.7 M. E. JCT SH 355&CR35, Hempstead, AR

Built 2002 Load: 32.7 t ADT: 411

C.R.40 ZONE-C-1.85

Good

Over: GAINES BRANCH

3.0 M. W. OFMcCASKILL, Hempstead, AR

Built 2006 Load: 32.7 t ADT: 109

C.R. 13- D - 0.60

Good

Over: LITTLE BRIDGE CREEK

0.6 MI. E. OF MCNAB, Hempstead, AR

Built 2007 Load: 32.7 t ADT: 30

I-30, EB LNS-29.23

Good

Over: KAIMICHI RR

.76 MI SW OF SH 278 JCT, Hempstead, AR

Built 1967 Load: 32.7 t ADT: 12,500

I-30, EB LNS-39.78

Good

Over: VICKERS CREEK

9.79 MI. E OF S.H.278 JCT, Hempstead, AR

Built 1972 Load: 32.7 t ADT: 13,000

S.H. 32 - 06- 0.27

Good

Over: BRANCH OF CANEY CREEK

.3 MI. E. OF JCT. U.S.278, Hempstead, AR

Built 2007 Load: 32.7 t ADT: 2,200

SH 355 SEC.04-1.04

Good

Over: Little Bodcau Creek

1.0 MI E JCT SH 29 & 355, Hempstead, AR

Built 2022 Load: 32.7 t ADT: 300

SH 355 SEC.04-1.13

Good

Over: LITTLE BODCAW RELIEF

1.1 MI E JCT SH 29 & 355, Hempstead, AR

Built 2022 Load: 32.7 t ADT: 300

I-30 EB Log 89.63

Good

Over: PRAIRIE BAYOU

8.35 MI SW OF SH 270, Hot Spring, AR

Built 1966 Load: 32.7 t ADT: 7,373

SH 84 -5 Log 9.59

Good

Over: BIG HILL CREEK

9.3 MI E CLARK CO LINE, Hot Spring, AR

Built 1986 Load: 32.7 t ADT: 1,100

SH 171

Good

Over: DEE BAYOU

2.2 MI E GARLAND CO LINE, Hot Spring, AR

Built 2020 Load: 32.7 t ADT: 1,600

SH 84-6 Log 17.68

Good

Over: Branch

5.0 MI W I-30, Hot Spring, AR

Built 2020 Load: 32.7 t ADT: 1,312

CO RD 292 (CHAPEL

Good

Over: WEST FK MINE CREEK

.3 MI E JCT CR11&CR292, Howard, AR

Built 1986 Load: 32.7 t ADT: 266

US 278- 03 - 3.39

Good

Over: Howard Crk/Thmpsn Brnch

3.25 MI SE of Dierks, Howard, AR

Built 1993 Load: 32.7 t ADT: 1,892

CR 86/Independ. Co

Good

Over: BLUE CREEK

2.52 MI W SH 233, Independence, AR

Built 1983 Load: 32.7 t ADT: 62

Independence/CR 79

Good

Over: CURIA CREEK

3.2 MILE N E JCT SH 25, Independence, AR

Built 1993 Load: 32.7 t ADT: 40

Misty Ln

Good

Over: Ditch

4.5 mi S Jct Sharp Co Ln, Independence, AR

Built 2016 Load: 32.7 t ADT: 218

SH 106/Indepen. Co

Good

Over: CREEK

1.4 Mi.S.SH.106 LM 11.37, Independence, AR

Built 2002 Load: 32.7 t ADT: 220

SH 122/Indep.Co

Good

Over: Creek

2.7 Mi. SW Jct. 37 & 122, Independence, AR

Built 2018 Load: 32.7 t ADT: 752

SH 106

Good

Over: Dry Run Creek

0.6mi W Jct SH 69 B, Independence, AR

Built 2020 Load: 32.7 t ADT: 3,800

SH 9 Izard County

Good

Over: CREEK

5.3 MI N OF SH 56, Izard, AR

Built 1969 Load: 32.7 t ADT: 1,500

SH. 69B Izard Co.

Good

Over: CREEK

5.5 MI. E. JCT. SH. 9, Izard, AR

Built 2019 Load: 32.7 t ADT: 330

SH 223

Good

Over: Brushy Creek

2.6 Mi N Jct Ar Hwy 56, Izard, AR

Built 2020 Load: 32.7 t ADT: 420

North Pack Rd-CR74

Good

Over: Waterloo Bayou

2.1 Mi N CR 720-Pastoria, Jefferson, AR

Built 1994 Load: 32.7 t ADT: 12

Showing 4,851-4,900 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.