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 247

Good

Over: Caney Creek

0.83 M N of jct SH 9, Conway, AR

Built 1967 Load: 23.6 t ADT: 2,401

US 49B

Good

Over: Drainage Ditch

2.52 MI SO OF GREENE CO, Craighead, AR

Built 1940 Load: 23.6 t ADT: 1,400

SH 91- 02-LM 14.41

Good

Over: LOST CREEK

2.35 M SE OF US 63, Craighead, AR

Built 1963 Load: 23.6 t ADT: 9,234

SH 91-02- LM 14.51

Good

Over: LOST CREEK

2.4 M SE OF US 63, Craighead, AR

Built 1963 Load: 23.6 t ADT: 9,234

US 49

Good

Over: WHITEMAN CREEK

0.22 MI N US 63, Craighead, AR

Built 1974 Load: 23.6 t ADT: 31,352

SH 91 RT SDE COM.

Good

Over: HWY RD DITCH

2.30 Mi E Jct US 63, Craighead, AR

Built 2003 Load: 23.6 t ADT: 205

SH 141-01-LM 8.41

Good

Over: BIG CREEK

0.75 M SO GREENE CO. LINE, Craighead, AR

Built 2007 Load: 23.6 t ADT: 1,664

SH 226-02-LM 12.11

Good

Over: Creek

5 mi. W. of Valley View, Craighead, AR

Built 2014 Load: 23.6 t ADT: 6,800

Old 81 Loop

Good

Over: Creek

0.15 MI E SH 60, Crawford, AR

Built 1989 Load: 23.6 t ADT: 877

State Highway 215

Good

Over: Miller Branch-Craw. Co.

1.5 MI N US 64, Crawford, AR

Built 1963 Load: 23.6 t ADT: 1,293

Sh-77/Sec-4/L-1.43

Good

Over: Rayburn Creek

1.4 Mi South Miss Co Line, Crittenden, AR

Built 1931 Load: 23.6 t ADT: 130

Sh-364/Sec1/L11.77

Good

Over: Drainage Ditch

2.11 Mi West Jct Of Sh 1, Cross, AR

Built 1972 Load: 23.6 t ADT: 350

SH 9 S-2 LM 6.77

Good

Over: SAND CREEK

6.77 MI NE OUACHITA CO LI, Dallas, AR

Built 1929 Load: 23.6 t ADT: 840

SH 229 S-O LM16.55

Good

Over: LAWRENCE MORO CRK RLF

3.04 MI SE JCT SH 48, Dallas, AR

Built 1986 Load: 23.6 t ADT: 353

SH 8 S-7 LM 9.03

Good

Over: Freeo Creek

9.03 mi. SE Jct. SH 9, Dallas, AR

Built 2001 Load: 23.6 t ADT: 610

SH 229 S-1 LM 4.33

Good

Over: Village Creek

1.77 Mi.South Grant Co., Dallas, AR

Built 2004 Load: 23.6 t ADT: 320

US 65-17 LM 11.91

Good

Over: Amos Bayou

0.7 Mi S SH 159-Pickens, Desha, AR

Built 1936 Load: 23.6 t ADT: 7,801

SH 1-01 LM 0.69

Good

Over: Slough

0.1 Mi W US 65-McGehee, Desha, AR

Built 2007 Load: 23.6 t ADT: 3,500

US 278-14 LM 2.17

Good

Over: Branch

2.17 Mi E BradleyCo-Wilmr, Drew, AR

Built 1949 Load: 23.6 t ADT: 5,500

US 425-03 LM 12.56

Good

Over: Ditch

@ Jct SH 69-Monticello, Drew, AR

Built 1929 Load: 23.6 t ADT: 5,000

SH 530-09 LM 4.04

Good

Over: Creek

0.5 Mi N US 278-Wilmar, Drew, AR

Built 2005 Load: 23.6 t ADT: 650

SH 530-09 LM 2.21

Good

Over: Ditch (Langford Creek)

2.3 Mi N US 278-Wilmar, Drew, AR

Built 2006 Load: 23.6 t ADT: 650

US 278-15 LM 11.96

Good

Over: Whittaker Creek

2.6 Mi W SH 293-Selma, Drew, AR

Built 2010 Load: 23.6 t ADT: 2,300

US 278-01S LM 7.38

Good

Over: Hurricane Creek

1.7 Mi NE SH35-Monticello, Drew, AR

Built 2012 Load: 23.6 t ADT: 10

Burkett Flat Rd.

Good

Over: Creek

0.6 MI NW SH 255, Faulkner, AR

Built 1981 Load: 23.6 t ADT: 1,000

SH 287

Good

Over: NEEDS CREEK

3.0 MI E OF SPRINGHILL, Faulkner, AR

Built 1969 Load: 23.6 t ADT: 2,400

SH 36

Good

Over: Plum Creek

1.8 MI E JCT SH 107&36, Faulkner, AR

Built 1986 Load: 23.6 t ADT: 1,200

East Spring Street

Good

Over: East Fork Gar Creek

0.28 Mi E SH 219, Franklin, AR

Built 1968 Load: 23.6 t ADT: 271

Barcliff Drive

Good

Over: Hicks Creek - Frank. Co.

0.2 M S JCT US 64, Franklin, AR

Built 1969 Load: 23.6 t ADT: 23

US 62/Fulton Co.

Good

Over: WILD HORSE CR.

3.6 M SE OF SH 289, Fulton, AR

Built 1930 Load: 23.6 t ADT: 4,200

SH 289/Fulton Co.

Good

Over: DITCH

0.8 MI N JCT US 62, Fulton, AR

Built 1972 Load: 23.6 t ADT: 1,300

US 62/Fulton Co.

Good

Over: WORTHINGTON

2.1 MI NE JCT US 167&62, Fulton, AR

Built 1994 Load: 23.6 t ADT: 11,000

SH 298 Log 6.81

Good

Over: CREEK

6.81 MI E MONTGOMERY, Garland, AR

Built 1971 Load: 23.6 t ADT: 691

SH 46-02 LM 19.17

Good

Over: Town Branch

0.1 Mi S US 270-Sheridan, Grant, AR

Built 1963 Load: 23.6 t ADT: 4,100

US 270-09 LM 12.83

Good

Over: Simon Branch

2.5 Mi W SH 46-Sheridan, Grant, AR

Built 1946 Load: 23.6 t ADT: 4,800

US 270-10 LM 4.06

Good

Over: Creek

4.06 MI E US 167-Sheridan, Grant, AR

Built 1947 Load: 23.6 t ADT: 6,200

SH 46-03 LM 10.44

Good

Over: Creek

10.44 Mi N US270-Sheridan, Grant, AR

Built 1980 Load: 23.6 t ADT: 870

SH 291-01 LM 6.82

Good

Over: Halbert Creek

0.4 Mi N US270-Prattsvill, Grant, AR

Built 1985 Load: 23.6 t ADT: 1,100

SH 291-01 LM 6.85

Good

Over: Halbert Creek Relief

0.5 Mi N US270-Prattsvill, Grant, AR

Built 1985 Load: 23.6 t ADT: 1,100

SH 35-02 LM 2.23

Good

Over: Creek

2.23 Mi S SalineCo-Tull, Grant, AR

Built 1996 Load: 23.6 t ADT: 2,500

US 49-02- LM 3.67

Good

Over: JORDAN CREEK

3.67 MI SW CLAY CO LINE, Greene, AR

Built 1961 Load: 23.6 t ADT: 4,100

SH 141-02- LM 1.60

Good

Over: BIG CREEK

1.60 MI N OF CRAIG. CO, Greene, AR

Built 1968 Load: 23.6 t ADT: 1,497

US 67 SEC.02-2.76

Good

Over: CREEK

2.76 MI NE MILLER CO LI, Hempstead, AR

Built 1930 Load: 23.6 t ADT: 2,900

SH 174 SEC.01-2.80

Good

Over: TERRE ROUGE

2.91MI NE JCT US 67, Hempstead, AR

Built 1979 Load: 23.6 t ADT: 800

SH 73- 02 - 11.80

Good

Over: BLACK BOIS D'ARC RELIEF

1.33 M W JCT SH 73 SH 278, Hempstead, AR

Built 1996 Load: 23.6 t ADT: 1,388

S.H.174 SEC.0-5.60

Good

Over: CREEK

.65 MI. S. OF JCT. S.H.67, Hempstead, AR

Built 2005 Load: 23.6 t ADT: 3,100

CR 2-AMITY RD

Good

Over: Brnch Ltl Mazarn Creek

4.5 MI SW GARLAND CO LINE, Hot Spring, AR

Built 1988 Load: 23.6 t ADT: 1,339

CR 66-C Traskwood

Good

Over: Brushy Creek

2 Mi E of Glen Rose, Hot Spring, AR

Built 2005 Load: 23.6 t ADT: 283

CR 66-C Traskwood

Good

Over: Brushy Creek

2 mi E Glen Rose, Hot Spring, AR

Built 2005 Load: 23.6 t ADT: 283

SH 7-8 Log 6.49

Good

Over: DITCH

0.2 MI SO OF BISMARCK, Hot Spring, AR

Built 1929 Load: 23.6 t ADT: 5,500

Showing 3,851-3,900 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.