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

911-118/Z-G/L-0.52

Good

Over: First Creek

0.52 Mile West Of SFC 267, St. Francis, AR

Built 2019 Load: 19.1 t ADT: 139

Sh-1/Sec-11/L-3.80

Good

Over: Ditch

0.5 Mi North Of Jct SH 1B, St. Francis, AR

Built 2003 Load: 19.1 t ADT: 2,101

Sh-1/Sec-12/L-0.97

Good

Over: Ditch

0.97 Miles North Of Us 70, St. Francis, AR

Built 2003 Load: 19.1 t ADT: 3,700

Sh-1/Sec-12/L-1.47

Good

Over: Ditch

1.48 Miles North Of Us 70, St. Francis, AR

Built 2003 Load: 19.1 t ADT: 3,700

SH 14/Stone County

Good

Over: BRANCH

3.0 MI W OF S JAMES, Stone, AR

Built 1950 Load: 19.1 t ADT: 1,800

SH 66/Stone County

Good

Over: SOUTH SYLAMORE CREEK

5.16 MI NE SEARCY CO, Stone, AR

Built 1956 Load: 19.1 t ADT: 990

SH 9/Stone County

Good

Over: BRANCH

2.93 MI N JCT SH 14 & 9, Stone, AR

Built 1978 Load: 19.1 t ADT: 4,400

SH 58/Stone County

Good

Over: DRY CREEK

0.45 MIN NE JCT SH 14 &58, Stone, AR

Built 1991 Load: 19.1 t ADT: 710

SH 16

Good

Over: CREEK

4 MI W OF RUPERT, ARK., Van Buren, AR

Built 1976 Load: 19.1 t ADT: 110

SH 16

Good

Over: BRANCH

5.0 MI W OF RUPERT, Van Buren, AR

Built 1976 Load: 19.1 t ADT: 110

Old SH 336

Good

Over: Cove Creek

2.00 Mi E Jct of US 65, Van Buren, AR

Built 2003 Load: 19.1 t ADT: 280

Clear Creek Dr.

Good

Over: Hog Wild Branch

0.2MI E OF SH 265, Washington, AR

Built 1978 Load: 19.1 t ADT: 302

State Highway 62

Good

Over: Budd Kidd Creek-Wash

1.0 Mi E Jct Hwy 45, Washington, AR

Built 2006 Load: 19.1 t ADT: 7,600

SH 265-Wash Co.

Good

Over: Mud Creek Tributary

4.44 Mi N JCT 265 & 16, Washington, AR

Built 2013 Load: 19.1 t ADT: 24,449

CR 52 White County

Good

Over: Bull Creek Relief

.50 m. W. Jct. 445, White, AR

Built 2008 Load: 19.1 t ADT: 410

CR 345 White Co.

Good

Over: Pine Creek

.55 M E Jct CR 379 & 345, White, AR

Built 2012 Load: 19.1 t ADT: 360

US 64 White County

Good

Over: JACKSON BRANCH

.5 MI EAST OF US 64, White, AR

Built 1947 Load: 19.1 t ADT: 6,000

SH 267 WHITE CO.

Good

Over: Creek

0.5 Mi N Jct SH 367, White, AR

Built 2002 Load: 19.1 t ADT: 3,300

Us-64B/Sec14b/4.62

Good

Over: Drainage Ditch

0.49 Miles West Of Us 64, Woodruff, AR

Built 1986 Load: 19.1 t ADT: 780

Sh-33/Sec-7/L-0.75

Good

Over: Caney Creek

0.75 Mi West Of Jct Sh 33, Woodruff, AR

Built 2004 Load: 19.1 t ADT: 570

SH 27

Good

Over: CREEK

1.34 M N OF SH 10, Yell, AR

Built 1955 Load: 19.1 t ADT: 4,932

SH 154

Good

Over: CREEK

0.4 MI W JCT SH 7 & 154, Yell, AR

Built 1966 Load: 19.1 t ADT: 560

SH 28

Good

Over: CREEK

0.6 MI W JCT SH 27 & 28, Yell, AR

Built 1969 Load: 19.1 t ADT: 730

SH 314

Good

Over: ENNIS CREEK

0.5 MI W JCT SH 27 & 314, Yell, AR

Built 1973 Load: 19.1 t ADT: 150

SH 10

Good

Over: Crowell Creek

3.37 MI E. LOGAN CO. LINE, Yell, AR

Built 2006 Load: 19.1 t ADT: 1,300

SH 94 Benton 1

Good

Over: BRUSH CREEK

2.5 MI N JCT SH 62 & 94, Benton, AR

Built 1948 Load: 20.0 t ADT: 6,600

Calhoun CR # 131

Good

Over: Creek

2.55south of jctCR 30&131, Calhoun, AR

Built 2019 Load: 20.0 t ADT: 173

SH 159-01 LM 4.79

Good

Over: Indian Bayou

1.0 Mi N SH 52-Eurdora, Chicot, AR

Built 2005 Load: 20.0 t ADT: 2,200

SH 8 S-5 LM 11.13

Good

Over: Terre Noir creek

1.5 mi. west jct.SH53, Clark, AR

Built 2007 Load: 20.0 t ADT: 1,700

Col.Co.Rd 60 Z-D

Good

Over: Big Creek

1 Mi. W. Jct. CR 57 & 60, Columbia, AR

Built 2005 Load: 20.0 t ADT: 220

SH 57 S-2 LM 5.02

Good

Over: PATTERSON CREEK

5.02 MI SE OUACHITA CO LI, Columbia, AR

Built 1954 Load: 20.0 t ADT: 410

SH 57 S-2 LM 5.68

Good

Over: SAND CREEK

5.68 MI SE OUACHITA CO LI, Columbia, AR

Built 1954 Load: 20.0 t ADT: 410

SH 124

Good

Over: Rocky Branch

0.2 MI SE SH 213, Conway, AR

Built 1961 Load: 20.0 t ADT: 1,100

SH 213

Good

Over: Branch

1.05 M W of SH 95, Conway, AR

Built 1961 Load: 20.0 t ADT: 796

I - 40

Good

Over: POINT REMOVE CANAL

3.75 MI W MORRILTON, Conway, AR

Built 1968 Load: 20.0 t ADT: 30,000

SH 287

Good

Over: Creek

6.0 M NW Jct SH 9, Conway, AR

Built 1987 Load: 20.0 t ADT: 300

SH 132

Good

Over: Creek

0.25 MI E JCT SH 95 & 132, Conway, AR

Built 2005 Load: 20.0 t ADT: 3,831

US 63 FRONT. RD. N

Good

Over: ROGERS CREEK

0.15 miles N US HWY 63, Craighead, AR

Built 2004 Load: 20.0 t ADT: 116

SH 91-02-LM 15.59

Good

Over: CHRISTIAN CREEK LATERAL

3.48 MI SE OF JCT US 63, Craighead, AR

Built 2005 Load: 20.0 t ADT: 9,234

SH 18-04-LM 5.90

Good

Over: Moore Ditch

2 MI E of Jonesboro Ar., Craighead, AR

Built 2004 Load: 20.0 t ADT: 14,150

Us-64/Sec15/L13.93

Good

Over: Drainage Canal

0.03 Miles West Of Sh 1, Cross, AR

Built 2013 Load: 20.0 t ADT: 4,300

Sh-1/Sec-14/L0.04

Good

Over: Harrels Ditch

.04 Mi N Jct Sh 1 & Us 64, Cross, AR

Built 2013 Load: 20.0 t ADT: 5,600

SH 7 S-5 LM 9.45

Good

Over: Beaver Relief

9.72Mi. No. Oua. Co, Dallas, AR

Built 2004 Load: 20.0 t ADT: 1,000

SH 9 S-3 LM 1.370

Good

Over: Dry Creek

1.37 MI North of JCT SH 8, Dallas, AR

Built 2010 Load: 20.0 t ADT: 1,100

US 278-14 LM 10.01

Good

Over: Ten mile Creek

0.6 Mi W US425-Monticello, Drew, AR

Built 2002 Load: 20.0 t ADT: 8,600

US 64

Good

Over: Creek

5.40 MI E JCT HWY 64 & 36, Faulkner, AR

Built 2010 Load: 20.0 t ADT: 13,000

SH 23

Good

Over: ROARK CREEK

9.5MI SO JCT SH 96 & 23, Franklin, AR

Built 1967 Load: 20.0 t ADT: 2,800

SH 96-SEC 4

Good

Over: Branch of Moores Creek

1.8 MI W JCT 23 & 96, Franklin, AR

Built 1990 Load: 20.0 t ADT: 913

SH 9/Fulton Co.

Good

Over: DITCH

1.7 MI NE IZARD CO LN, Fulton, AR

Built 1951 Load: 20.0 t ADT: 1,200

SH 9/Fulton Co.

Good

Over: HURTON BRANCH

4.39 MI. NE OF JCT US 62, Fulton, AR

Built 1997 Load: 20.0 t ADT: 1,300

Showing 3,401-3,450 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.