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 18, LM 17.96

Fair

Over: Cane Island Slough Ditch

1.5 MI East of Lake City, Craighead, AR

Built 2013 Load: 20.0 t ADT: 8,100

State Highway 162

Fair

Over: Mays Branch-Crawford Co.

4.14 MI E JCT 64 & 162, Crawford, AR

Built 1974 Load: 20.0 t ADT: 4,200

Cr-372/Z-D/L-3.88

Fair

Over: Prairie Creek

1.2 Mi W Cr 53 & Sh 163, Cross, AR

Built 2004 Load: 20.0 t ADT: 438

SH 138-03 LM 9.75

Fair

Over: Cut-Off Creek Relief

9.75 Mi N US 278-Mt Tabor, Drew, AR

Built 1967 Load: 20.0 t ADT: 1,100

Valley Creek Road

Fair

Over: Ball Creek

3 MI EAST OF SH 215, Franklin, AR

Built 1940 Load: 20.0 t ADT: 183

SH 352-Franklin Co

Fair

Over: South Fork of White Oak

2.36 MI E JCT SH 23 & 352, Franklin, AR

Built 1968 Load: 20.0 t ADT: 340

State Highway 352

Fair

Over: Creek - Frank. Co.

100 Ft. W. of County Line, Franklin, AR

Built 1975 Load: 20.0 t ADT: 280

Hwy 23 - Franklin

Fair

Over: Branch of Mulberry River

1.3 Mi S. Mulberry River, Franklin, AR

Built 2010 Load: 20.0 t ADT: 1,700

SH 395/Fulton Co.

Fair

Over: TOWN CREEK

2.1 MI SO US 62, Fulton, AR

Built 1942 Load: 20.0 t ADT: 390

CR 73 D; BEAUDRY

Fair

Over: CUB CR

3.7 Mi E SH 7, Garland, AR

Built 2005 Load: 20.0 t ADT: 430

US 270-5 Log 8.09

Fair

Over: Br. Hallmans Cr.

11.7 MI W SH 70, Garland, AR

Built 1929 Load: 20.0 t ADT: 4,703

US 270-5 Log 19.39

Fair

Over: Creek

.2 MI S US 70, Garland, AR

Built 1990 Load: 20.0 t ADT: 36,636

SH 229-02 LM 0.84

Fair

Over: North Beaverdam Slough

0.84 Mi NW DallasCo-Leola, Grant, AR

Built 1953 Load: 20.0 t ADT: 320

I-30 Log 93.95

Fair

Over: CREEK

2.74 MI SW JCT SH 171, Hot Spring, AR

Built 1967 Load: 20.0 t ADT: 31,000

SH 84 -5 Log 4.35

Fair

Over: WHITE WALNUT CREEK

4.35 MI E CLARK CO LINE, Hot Spring, AR

Built 1986 Load: 20.0 t ADT: 1,100

S. Cumberland St

Fair

Over: Cabin Creek

.40 Mi So HWY 64, Johnson, AR

Built 1976 Load: 20.0 t ADT: 453

SH 53 SEC.04- 4.55

Fair

Over: CLEAR CREEK

2.0 MI N BUCKNER, Lafayette, AR

Built 1964 Load: 20.0 t ADT: 620

SH 53 - 04 - 5.77

Fair

Over: BRANCH OF CLEAR CREEK

0.5 MI N OF BUCKNER, Lafayette, AR

Built 1964 Load: 20.0 t ADT: 620

WEST 1ST ST.- E

Fair

Over: BLACK SPICE DITCH

ALICIA, Lawrence, AR

Built 1930 Load: 20.0 t ADT: 33

US 67-17B-LM 0.63

Fair

Over: VILLAGE CREEK

0.84 MI NO JCT SH 25 & 67, Lawrence, AR

Built 1931 Load: 20.0 t ADT: 4,500

US 63-03- LM 11.21

Fair

Over: CREEK

1.5 MNW JCT 117&63, Lawrence, AR

Built 1929 Load: 20.0 t ADT: 6,597

C.R. 23 - F- 7.57

Fair

Over: HANEY CREEK

4.3 M. S. OF SH 32, Little River, AR

Built 2007 Load: 20.0 t ADT: 580

Barber Road

Fair

Over: Racoon Creek-Logan Co.

2.32 W BOONEVILLE, Logan, AR

Built 1970 Load: 20.0 t ADT: 998

CR 35-Logan Co.

Fair

Over: Dry Creek

0.86 MI S County Line Rd, Logan, AR

Built 1980 Load: 20.0 t ADT: 284

State Highway 309

Fair

Over: Howe Creek - Logan Co.

6.09 MI NW JCT SH 22 &309, Logan, AR

Built 1966 Load: 20.0 t ADT: 1,300

SH 14 Marion

Fair

Over: CAMPGROUND CREEK

0.81 MI SO JCT of US 62, Marion, AR

Built 1929 Load: 20.0 t ADT: 3,000

SH296 SEC.01-13.21

Fair

Over: RED CHUTE CREEK

13.0 MI E JCT SH 67 & 296, Miller, AR

Built 1963 Load: 20.0 t ADT: 49

Sulphur Springs Rd

Fair

Over: Sulphur Creek

2.6 M N of SH 8, Montgomery, AR

Built 1973 Load: 20.0 t ADT: 100

Polk Creek Rd.- E

Fair

Over: Branch of Polk Creek

6 M W Jct SH 27 at Norman, Montgomery, AR

Built 1982 Load: 20.0 t ADT: 158

SH 19 SEC. 06-2.01

Fair

Over: BUFFALO CREEK

2.01 MI NW OF NEVADA CO, Pike, AR

Built 1955 Load: 20.0 t ADT: 916

I-555NB-02-LM16.92

Fair

Over: DITCH 60

.6MI E JCT SH14, Poinsett, AR

Built 1973 Load: 20.0 t ADT: 8,500

I-555SB-02-LM15.93

Fair

Over: SAND SLOUGH

1.8 MI E JCT SH 14 & 63, Poinsett, AR

Built 1973 Load: 20.0 t ADT: 8,500

SH 333

Fair

Over: Lake Dardanelle

0.47 M S Jct. US 64, Pope, AR

Built 1970 Load: 20.0 t ADT: 3,721

CR 27 (COL GLENN R

Fair

Over: BR OF MCHENRY CREEK

2.0 MI W I-430, Pulaski, AR

Built 1960 Load: 20.0 t ADT: 4,184

Lake Willastein Dr

Fair

Over: LAKE WILLASTEIN

0.25 MI W AUDUBON DR, Pulaski, AR

Built 1981 Load: 20.0 t ADT: 146

SH 300

Fair

Over: CREEK

9.65 MI E OF SH 113, Pulaski, AR

Built 1962 Load: 20.0 t ADT: 400

SHACKLEFORD RD

Fair

Over: ROCK CREEK

0.2MI NW OF I 630, Pulaski, AR

Built 1975 Load: 20.0 t ADT: 27,000

SH 5 log 2.66

Fair

Over: HAW BRANCH

0.25 MI NE SH 338, Pulaski, AR

Built 1999 Load: 20.0 t ADT: 23,983

US 67-19- LM 7.78

Fair

Over: CURRENT RIVER

4.8 MI E JCT SH 166, Randolph, AR

Built 1929 Load: 20.0 t ADT: 6,600

SH 90-05- LM 2.28

Fair

Over: MAIN DITCH

2.28 MI NW JCT SH 34 & 90, Randolph, AR

Built 1956 Load: 20.0 t ADT: 416

SH 90-05- LM 2.57

Fair

Over: DRAINAGE DITCH

2.57 MI NW JCT SH 34 & 90, Randolph, AR

Built 1956 Load: 20.0 t ADT: 220

SH 5-8 Log 1.17

Fair

Over: CREEK

0.89 MI NO.WEST OF I-30, Saline, AR

Built 1920 Load: 20.0 t ADT: 9,000

SH 298 -5 Log 6.22

Fair

Over: BOOT CREEK

6.22 MI SE JCT 9-298, Saline, AR

Built 1938 Load: 20.0 t ADT: 1,077

Bluebird Road

Fair

Over: Black Fork Creek - Scott

3.09 M W CO RD 9 & 4, Scott, AR

Built 1939 Load: 20.0 t ADT: 30

SH 28-Scott Co.

Fair

Over: Phipps Branch

12.8 M E OF OKLAHOMA SL, Scott, AR

Built 1956 Load: 20.0 t ADT: 763

US Highway 71

Fair

Over: Tan-a-hill Creek-Scott

0.8 SW OF JCT 270, Scott, AR

Built 1983 Load: 20.0 t ADT: 2,600

US Highway 71

Fair

Over: Northern Creek-Scott Co.

3.59 NO OF 'Y' CITY, Scott, AR

Built 1984 Load: 20.0 t ADT: 3,760

US Highway 71

Fair

Over: Little Buffalo-Scott Co.

8.02 MI NO OF 'Y' CITY, Scott, AR

Built 1983 Load: 20.0 t ADT: 4,700

SH 27 Searcy Co.

Fair

Over: BEAVER CREEK

2.18 M N OF US 65, Searcy, AR

Built 1952 Load: 20.0 t ADT: 1,224

County Road 203

Fair

Over: Pigeon Creek Seb. Co.

0.41MI SO SH 10, Sebastian, AR

Built 1942 Load: 20.0 t ADT: 20

Showing 1,101-1,150 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.