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 158-05- LM 2.35

Poor

Over: LITTLE BAY DITCH

2.3 W OF SH 463, Craighead, AR

Built 1980 Load: 10.9 t ADT: 1,100

SH 223/Fulton Co.

Poor

Over: BIG CREEK

1.0 MI S JCT US 62, Fulton, AR

Built 1919 Load: 10.9 t ADT: 740

SH 168-00- LM 1.31

Poor

Over: MAIN LATERAL DR. DITCH

1.33 MI E JCT SH 228 168, Greene, AR

Built 1968 Load: 10.9 t ADT: 430

Cr-336/Z-C/L-0.29

Poor

Over: Ditch

.5 Miles East Of Sh 85, Phillips, AR

Built 1947 Load: 10.9 t ADT: 11

Sh-20/Sec-1/L16.16

Poor

Over: Floyd Bayou

7.3 Miles South Of Sh 49B, Phillips, AR

Built 1970 Load: 10.9 t ADT: 130

SH 90-07-LM 2.16

Poor

Over: EASSIS CREEK

2.16 MI SW JCT SH 90 & 93, Randolph, AR

Built 1939 Load: 10.9 t ADT: 680

CR 481 - I

Poor

Over: PAYNE CREEK

3.42 SW of Piggot, Clay, AR

Built 1993 Load: 11.8 t ADT: 60

CR 57 Izard County

Poor

Over: PINEY FORK

4.42 MI S SH 56 FRANKLIN, Izard, AR

Built 1927 Load: 11.8 t ADT: 316

Ouachita CR 2 Z-H

Poor

Over: MUD CREEK

2.3 MI WEST JCT CR 55, Ouachita, AR

Built 1967 Load: 11.8 t ADT: 1,831

County Road 1194

Poor

Over: West Fork White River

0.4 MI WEST US 71, Washington, AR

Built 1930 Load: 11.8 t ADT: 89

State Highway 282

Poor

Over: Frog Bayou-Crawford Co.

3.06 MI N OF US71 & 15, Crawford, AR

Built 1935 Load: 12.7 t ADT: 190

Sh-364/Sec-1/L9.17

Poor

Over: Ditch

9.5 Mi E Jct Sh 49 & 364, Cross, AR

Built 1950 Load: 12.7 t ADT: 290

SH 168-00- LM 2.36

Poor

Over: DRAINAGE DITCH

2.37 MI E JCT SH 228 168, Greene, AR

Built 1941 Load: 12.7 t ADT: 430

SH 37/Jackson Co.

Poor

Over: HATCHETT DITCH

2.33MI W JCT US 67 & 37, Jackson, AR

Built 1930 Load: 12.7 t ADT: 1,300

SH 91-01- LM 3.55

Poor

Over: LINDSEYS CREEK

3.55 MI S JCT US412/91, Lawrence, AR

Built 1931 Load: 12.7 t ADT: 580

SH 235 Marion

Poor

Over: HAMPTON CREEK

1.8 MI E SH 125, Marion, AR

Built 1960 Load: 12.7 t ADT: 700

SH 134SEC.01-16.55

Poor

Over: MOCCASIN BAYOU

3.0 MI W JCT US 82 & 134, Miller, AR

Built 1957 Load: 12.7 t ADT: 715

Sh-20/Sec-1/L14.45

Poor

Over: Floyd Bayou

8.4 Miles South Of Sh 44, Phillips, AR

Built 1970 Load: 12.7 t ADT: 130

SH 123

Poor

Over: Gee Creek

7.44 M W Pope Co Line, Johnson, AR

Built 1960 Load: 13.6 t ADT: 60

SH 25-06- LM 1.45

Poor

Over: CANEY CREEK RELIEF

1.45 M N INDEPENDENCE COL, Lawrence, AR

Built 1962 Load: 13.6 t ADT: 1,000

SH 76 SEC.01-5.88

Poor

Over: W FORK CANEY

3.6 MI E OF WATERLOO, Nevada, AR

Built 1955 Load: 13.6 t ADT: 140

Griffin Flat Rd-B

Poor

Over: Creek

2.8 M N hwy. 247, Pope, AR

Built 1970 Load: 13.6 t ADT: 10

Sh-75/Sec-00/L4.66

Poor

Over: Creek

4.0 Mi No Of Jct Sh 50, St. Francis, AR

Built 1975 Load: 13.6 t ADT: 100

SH 95

Poor

Over: BRADLEY CR

4.0 MI SW CLINTON CITY L, Van Buren, AR

Built 1956 Load: 13.6 t ADT: 480

SH 16 White County

Poor

Over: BIG CREEK RELIEF

.50 MI N JCT SH 310, White, AR

Built 1958 Load: 13.6 t ADT: 5,400

Sh-269/Sec-1/L2.29

Poor

Over: Creek

2.3 Mi East Jct Sh 37, Woodruff, AR

Built 1976 Load: 13.6 t ADT: 200

SH 35 S-4 LM 6.60

Poor

Over: DERISAUX RELIEF

3.07 MI W JCT 79, Cleveland, AR

Built 1956 Load: 14.5 t ADT: 630

SH 8 S-6 LM 5.37

Poor

Over: Jordan Creek

5.37 Mi E of Jct SH 7, Dallas, AR

Built 1954 Load: 14.5 t ADT: 261

SH 9/Fulton County

Poor

Over: CREEK

2.94 MI NE OF IZARD CO LI, Fulton, AR

Built 1926 Load: 14.5 t ADT: 1,200

SH 332 - 06- 3.00

Poor

Over: CARUSE CREEK

2.0 MI E JCT SH 195, Hempstead, AR

Built 1959 Load: 14.5 t ADT: 320

SH 108 - 01 -2.57

Poor

Over: WALNUT BAYOU

3.5 MI SW FOREMAN, Little River, AR

Built 1934 Load: 14.5 t ADT: 210

SH 14 Marion

Poor

Over: TOWN BRANCH

.20 MI N JCT SH 14- US 62, Marion, AR

Built 1959 Load: 14.5 t ADT: 3,200

SH 7 S-4 LM 7.91

Poor

Over: FREEO CREEK RELIEF

7.91 MI N JCT US 79B, Ouachita, AR

Built 1955 Load: 14.5 t ADT: 903

State Highway 28

Poor

Over: Lookout Creek-Scott Co

15.1 M E OF OKLAHOMA SL, Scott, AR

Built 1957 Load: 14.5 t ADT: 930

Hamstring Road

Poor

Over: Hamstring Creek-Wash. Co

2.37 NW JCT SH 16, Washington, AR

Built 1981 Load: 14.5 t ADT: 320

FDR 6

Poor

Over: BRUSHY CREEK

.06 MI S OF HWY 270, Montgomery, AR

Built 1925 Load: 14.6 t ADT: 50

SH 223 Izard Co.

Poor

Over: CREEK

5.0 MI N JCT SH 56 & 223, Izard, AR

Built 1969 Load: 15.4 t ADT: 420

State Highway 45

Poor

Over: Stream- Seb. Co.

0.70 MI N JCT SH 252 & 45, Sebastian, AR

Built 1968 Load: 15.4 t ADT: 2,700

CR948 - LM 1.09

Poor

Over: DITCH

1.11 MI E SH 49, Craighead, AR

Built 1977 Load: 16.3 t ADT: 650

SH 195 - 03 - 2.69

Poor

Over: CAROUSE CREEK

2.8 MI N JCT SH 332 & 195, Hempstead, AR

Built 1967 Load: 16.3 t ADT: 191

Spring Lake Road

Poor

Over: Little Shoal Creek-Logan

0.5 Mi SE Hwy 22, Logan, AR

Built 1928 Load: 16.3 t ADT: 190

CR 508 - A

Poor

Over: POST OAK CREEK

1 MI S. of RECTOR, Clay, AR

Built 1991 Load: 17.2 t ADT: 312

US 64B-Crawford Co

Poor

Over: Little Frog Bayou

0.2 MI N JCT SH 162 & 64, Crawford, AR

Built 1929 Load: 17.2 t ADT: 1,900

Wire Road

Poor

Over: Maxey Creek - Frank. Co.

LONE ELM, Franklin, AR

Built 1960 Load: 17.2 t ADT: 410

CR 74 Mt.Ida Road

Poor

Over: ALUM FORK RELIEF

9.44 W JCT SH 9, Saline, AR

Built 1960 Load: 17.2 t ADT: 10

Us70/Sec-18/L17.39

Poor

Over: Drainage Ditch

0.65 Mi West Of Sh 1 Jct, St. Francis, AR

Built 1931 Load: 17.2 t ADT: 3,300

CR180 White County

Poor

Over: OATS CREEK

.70MI NW US 67, White, AR

Built 1940 Load: 17.2 t ADT: 200

CR 279-I 911=418

Poor

Over: CREEK

1.5 MI SE BOYDSVILLE, Clay, AR

Built 1996 Load: 18.1 t ADT: 50

SH 141-05- LM 5.23

Poor

Over: DRAINAGE DITCH

2.37 MI N OF KNOB, Clay, AR

Built 1972 Load: 18.1 t ADT: 350

Pvt Ent-Rt-SH163

Poor

Over: HWY RD DITCH

0.30 MI SO JCT SH 1B, Craighead, AR

Built 1989 Load: 18.1 t ADT: 3,866

Showing 5,351-5,400 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.