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 NB LM 17.08

Fair

Over: Turkey Creek

0.8 Mi S PulaskiCo-Hnsley, Grant, AR

Built 1975 Load: 32.7 t ADT: 12,500

I-530 NB LM 16.57

Fair

Over: Wildcat Creek

0.3 Mi S PulaskiCo-Hensly, Grant, AR

Built 1975 Load: 32.7 t ADT: 12,500

CR 821-B-FLD ENT L

Fair

Over: JORDAN CREEK

0.01 N SH 34 E CR 214, Greene, AR

Built 1988 Load: 32.7 t ADT: 480

CR 920 - A

Fair

Over: ROOKER CREEK

0.10 MI SO SH 69, Greene, AR

Built 1993 Load: 32.7 t ADT: 11

CR 625-D (911=117)

Fair

Over: OLD CACHE RIV DITCH 1

2 MI N BEECH GROVE, Greene, AR

Built 1994 Load: 32.7 t ADT: 31

CR-223-E

Fair

Over: OLD CACHE RIVER

1.83 MI SW OF EVENING STR, Greene, AR

Built 1995 Load: 32.7 t ADT: 185

CR 520 - C

Fair

Over: HURRICANE CREEK

.6 MI S SH 34, Greene, AR

Built 1996 Load: 32.7 t ADT: 410

CR 853 - B

Fair

Over: LOCUST CREEK

1.2 MI N E of LAKESIDE, Greene, AR

Built 1997 Load: 32.7 t ADT: 230

CR 919 - A

Fair

Over: EIGHT MILE DITCH

0.62 Miles E of Hwy 135, Greene, AR

Built 1999 Load: 32.7 t ADT: 119

CR 443-C

Fair

Over: SLAVENS CREEK

1 M E of Jct CR 287., Greene, AR

Built 1999 Load: 32.7 t ADT: 570

CR 721 - G

Fair

Over: VILLAGE CREEK

1 Mile S of Hwy 358, Greene, AR

Built 2001 Load: 32.7 t ADT: 140

CR 119 - D

Fair

Over: Big Gum Lateral

5.2 Mi NW of Stonewall, Greene, AR

Built 2001 Load: 32.7 t ADT: 130

CR 860 - B

Fair

Over: Mayo Ditch

0.3 miles N of Hwy 139, Greene, AR

Built 2001 Load: 32.7 t ADT: 28

CR 210 - E

Fair

Over: SUGAR CREEK

1 MI NE OF FAULKNERVILLE, Greene, AR

Built 2002 Load: 32.7 t ADT: 34

CR 230-E

Fair

Over: SWAN POND LATERAL

2.5 MI SW BEECH GROVE, Greene, AR

Built 2002 Load: 32.7 t ADT: 54

SH 34-03- LM 14.99

Fair

Over: LOCUST CREEK

1.65 MI W JCT SH 135 & 34, Greene, AR

Built 1951 Load: 32.7 t ADT: 720

SH 358-01- LM 4.39

Fair

Over: VILLAGE CREEK

4.43 SW JCT SH 49 & 358, Greene, AR

Built 1976 Load: 32.7 t ADT: 3,200

C. R. 26-C-7.84

Fair

Over: SO FK OZAN CR

3.5 MI N WASHINGTON, Hempstead, AR

Built 1984 Load: 32.7 t ADT: 359

C.R. 12 -E- 1.37

Fair

Over: CANEY CREEK

1.37 MI W JCT 29 & C.R 12, Hempstead, AR

Built 2002 Load: 32.7 t ADT: 281

I 30, W.B.L-20.27

Fair

Over: BRIDGE CREEK RELIEF

1.97 MI NE OF JCT US 67, Hempstead, AR

Built 1967 Load: 32.7 t ADT: 15,000

I 30,W.B- 12-20.44

Fair

Over: BRIDGE CREEK

2.14 MI E OF JCT US 67, Hempstead, AR

Built 1967 Load: 32.7 t ADT: 15,000

I 30,W.B-12- 23.27

Fair

Over: SANDY BOIS DE ARC CREEK

6.38 MI NE MILLER CO LINE, Hempstead, AR

Built 1966 Load: 32.7 t ADT: 15,000

I 30,W.B.-12-24.04

Fair

Over: WATER CREEK

1.22 MI SW SH 353, Hempstead, AR

Built 1966 Load: 32.7 t ADT: 15,000

I 30, WB LNS-26.47

Fair

Over: BOIS DE ARC CREEK

1.21 MI E OF SH 353, Hempstead, AR

Built 1967 Load: 32.7 t ADT: 10,243

I 30, WB LNS- 27.0

Fair

Over: MUD CREEK

1.74 MI NE JCT SH 353, Hempstead, AR

Built 1967 Load: 32.7 t ADT: 13,500

I 30,WB LNS-27.23

Fair

Over: CANEY CREEK

1.97 MI NE JCT SH 353, Hempstead, AR

Built 1967 Load: 32.7 t ADT: 12,500

I-30, WB LNS-29.17

Fair

Over: KAIMICHI RAILROAD

.76 MI SW JCT SH 4, Hempstead, AR

Built 1967 Load: 32.7 t ADT: 12,500

I 30, W.B LN-30.72

Fair

Over: UNION PACIFIC R/R

.17 MI SW JCT SH 29, Hempstead, AR

Built 1968 Load: 32.7 t ADT: 15,000

I 30, WB LNS-34.77

Fair

Over: TERRE ROUGE CREEK

3.77 MI. EAST OF HOPE, Hempstead, AR

Built 1968 Load: 32.7 t ADT: 12,500

I 30, WB LNS-39.77

Fair

Over: VICKERS CREEK

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

Built 1972 Load: 32.7 t ADT: 13,000

I-30, E.B.L. 20.27

Fair

Over: BRIDGE CREEK RELIEF

1.97 MI NE OF US 67, Hempstead, AR

Built 1967 Load: 32.7 t ADT: 15,000

I-30,E.B-12- 20.44

Fair

Over: BRIDGE CREEK

2.14 MI E OF JCT US 67, Hempstead, AR

Built 1967 Load: 32.7 t ADT: 15,000

I-30,E.B -12-23.30

Fair

Over: SANDY BOIS DE ARC CREEK

6.38 MI NE OF MILLER CO, Hempstead, AR

Built 1966 Load: 32.7 t ADT: 15,000

I-30,E.B.-12-24.04

Fair

Over: WATER CREEK

1.22 MI SW OF SH 353, Hempstead, AR

Built 1966 Load: 32.7 t ADT: 15,000

I-30, EB LNS-26.47

Fair

Over: BOIS DE ARC CREEK

1.21 MI EAST OF SH 353, Hempstead, AR

Built 1967 Load: 32.7 t ADT: 10,243

I-30, EB LNS- 27.0

Fair

Over: MUD CREEK

1.47 MI NE OF SH 353, Hempstead, AR

Built 1967 Load: 32.7 t ADT: 13,500

I-30,EB LNS-27.23

Fair

Over: CANEY CREEK

2.76 MI. W OF S.H.278 JCT, Hempstead, AR

Built 1967 Load: 32.7 t ADT: 12,500

I-30, EB LNS-30.72

Fair

Over: UNION PACIFIC RR

.17 MI SW JCT SH 29, Hempstead, AR

Built 1968 Load: 32.7 t ADT: 15,000

I-30, EB LNS-34.77

Fair

Over: TERRE ROUGE CREEK

3.77 MI. EAST OF HOPE, Hempstead, AR

Built 1968 Load: 32.7 t ADT: 12,500

SH 195 - 01 - 6.14

Fair

Over: SANDY BOIS DARC CR

6.3 MI N.E. OF FULTON, Hempstead, AR

Built 1967 Load: 32.7 t ADT: 330

SH 195 - 01- 10.23

Fair

Over: CREEK

3.67 MI. S.W. WASHINGTON, Hempstead, AR

Built 1967 Load: 32.7 t ADT: 290

SH 355 - 04- 2.97

Fair

Over: BODCAW BRANCH

2.97 MI E JCT SH 29 & 335, Hempstead, AR

Built 1962 Load: 32.7 t ADT: 300

SH 73 - 03 - 4.89

Fair

Over: LICK CREEK

5 MI EAST OF HOPE, Hempstead, AR

Built 1981 Load: 32.7 t ADT: 770

SH 73 - 02 - 8.61

Fair

Over: WATER CREEK

1MI E OF S.H. 195 JCT, Hempstead, AR

Built 1979 Load: 32.7 t ADT: 1,099

CR 14-E Antioch Rd

Fair

Over: PRAIRIE BAYOU

1.5 MI SOUTH SH 84, Hot Spring, AR

Built 1989 Load: 32.7 t ADT: 400

CR 22-E Owassa Tr

Fair

Over: BRANCH OF CANEY CREEK

1.5 MI NORTH CANEY, Hot Spring, AR

Built 1992 Load: 32.7 t ADT: 60

CR 80-C Cooper Rd

Fair

Over: FRANCOIS CREEK

2 MI E OF BUTTERFIELD, Hot Spring, AR

Built 1993 Load: 32.7 t ADT: 247

CR 6, Finch Rd.

Fair

Over: Big Hill Creek

1.1 MI W SH 84, Hot Spring, AR

Built 2019 Load: 32.7 t ADT: 325

I-30 WB Log 105.28

Fair

Over: TEN MILE CREEK

7.3 MI NO JCT I-30 & 270, Hot Spring, AR

Built 1964 Load: 32.7 t ADT: 18,000

I-30 WB Log 103.69

Fair

Over: RAYBURN CREEK

5.7 MI NO JCT 270 & I 30, Hot Spring, AR

Built 1964 Load: 32.7 t ADT: 18,000

Showing 2,551-2,600 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.