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

CO RD 30 - F- 0.79

Fair

Over: EAST KELLY BAYOU

.75 MI SE OF KIBLAH, Miller, AR

Built 1970 Load: 21.8 t ADT: 234

US 71 SEC.02-3.81

Fair

Over: MILL CREEK

4.0 MI N FOUKE , ARK., Miller, AR

Built 1928 Load: 21.8 t ADT: 2,200

SH 134SEC.01-10.43

Fair

Over: DITCH

9.0 MI W JCT SH 134 & 82, Miller, AR

Built 1957 Load: 21.8 t ADT: 190

SH 296 -01-11.03

Fair

Over: CREEK

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

Built 1964 Load: 21.8 t ADT: 49

US 61-02- LM 18.05

Fair

Over: DITCH 16

S of Osceola, Mississippi, AR

Built 1942 Load: 21.8 t ADT: 2,711

CR 4-G 911=S343

Fair

Over: SANDY BAYOU

1.5 MI NE OF BASSETT ARK, Mississippi, AR

Built 1985 Load: 21.8 t ADT: 45

US 70 Log 2.74

Fair

Over: Little Sugar Loaf Creek

3.1 Mi W Hot Springs Co L, Montgomery, AR

Built 1940 Load: 21.8 t ADT: 5,398

SH 8

Fair

Over: Creek

0.57 M nw of Pike Co Line, Montgomery, AR

Built 1951 Load: 21.8 t ADT: 3,400

US 371 - 05 -27.68

Fair

Over: CREEK

0.88 MI NO OF COLUMBIA CO, Nevada, AR

Built 1928 Load: 21.8 t ADT: 1,600

SH 24 SEC.05-9.82

Fair

Over: DITCH

9.93 M E OF US 67, Nevada, AR

Built 1947 Load: 21.8 t ADT: 720

SH 200 SEC.01-3.69

Fair

Over: TIDWELL BRANCH

3.5MI NE OF ROSSTON, Nevada, AR

Built 1978 Load: 21.8 t ADT: 370

SH 9 S-1 LM 2.62

Fair

Over: FREEO CREEK

2.6 MI NO JCT US 79, Ouachita, AR

Built 1953 Load: 21.8 t ADT: 1,800

SH 7 S-4 LM 7.67

Fair

Over: FREEO CREEK RELIEF

7.67 MI N JCT US 79B, Ouachita, AR

Built 1954 Load: 21.8 t ADT: 903

SH 57 S-1 LM 11.85

Fair

Over: SMACKOVER CREEK

.90 MI N COLUMBIA CO LN, Ouachita, AR

Built 1954 Load: 21.8 t ADT: 600

SH 113

Fair

Over: Reece Creek

1.5 N PULASKI CO LINE, Perry, AR

Built 1956 Load: 21.8 t ADT: 1,200

Us-49/Sec-10/L2.64

Fair

Over: Little Cypress

2.71 Mi E Jct Us 49 & 86, Phillips, AR

Built 1950 Load: 21.8 t ADT: 2,198

Us-49/Sec-10/L2.73

Fair

Over: Little Cypress

0.5 Mi E Jct Sh 39 & 49, Phillips, AR

Built 1950 Load: 21.8 t ADT: 2,198

US 70 SEC.04-10.35

Fair

Over: SELF CREEK(LAKE GREESON)

WEST OF DAISY, ARK, Pike, AR

Built 1949 Load: 21.8 t ADT: 1,800

SH 27 SEC.05-12.45

Fair

Over: CREEK

2.0 M S OF KIRBY, Pike, AR

Built 1938 Load: 21.8 t ADT: 83

US 70 SEC.05- 2.41

Fair

Over: ANTOINE CREEK

2.4 MI N OF KIRBY, Pike, AR

Built 1964 Load: 21.8 t ADT: 4,000

US 70 SEC.05-6.24

Fair

Over: KINGS RIVER BRANCH

2.0 MI W OF GLENWOOD, Pike, AR

Built 1931 Load: 21.8 t ADT: 5,000

SH301-SEC.01-19.52

Fair

Over: CREEK

0.2 M WEST JCT SH 29, Pike, AR

Built 1991 Load: 21.8 t ADT: 130

SH 14-13- LM 2.24

Fair

Over: SLOUGH

2.24 MI E OF JACKSON CO, Poinsett, AR

Built 1952 Load: 21.8 t ADT: 2,889

State Highway 8

Fair

Over: Creek.

1.04 MI E OF OK ST LI, Polk, AR

Built 1952 Load: 21.8 t ADT: 680

US 71-Polk Co

Fair

Over: Tanner Creek

3.72 MI N OF JCT 71 & 88E, Polk, AR

Built 1953 Load: 21.8 t ADT: 5,371

US 71-Polk Co

Fair

Over: Lewis Creek

4.74 MI N OF JCT 71 & 88E, Polk, AR

Built 1953 Load: 21.8 t ADT: 5,371

SH 246 Polk Co.

Fair

Over: Little Hickory Creek

0.97 MI E JCT US 71 & 246, Polk, AR

Built 1965 Load: 21.8 t ADT: 670

US Highway 270

Fair

Over: North Creek Polk Co.

13.87 MI E OKLA ST LINE, Polk, AR

Built 1956 Load: 21.8 t ADT: 980

SH 84 SEC 0

Fair

Over: Cross Creek - Polk Co.

3.4 MI W JCT US 71, Polk, AR

Built 1985 Load: 21.8 t ADT: 200

West Parkway - E

Fair

Over: Prairie Creek

.05 W Hwy 7, Pope, AR

Built 1978 Load: 21.8 t ADT: 9,700

East B Street - B

Fair

Over: Prairie Creek

.35 Mi. W of N. Knoxville, Pope, AR

Built 2007 Load: 21.8 t ADT: 990

Duvall Rd. - B

Fair

Over: Clear Creek

0.81 Mi. W. of Jct SH 105, Pope, AR

Built 1980 Load: 21.8 t ADT: 447

Tournament Drive

Fair

Over: WHITE OAK BAYOU

BURNS PARK SOUTH(I-5), Pulaski, AR

Built 1972 Load: 21.8 t ADT: 35

67 SB SR log 3.84

Fair

Over: WOODRUFF CREEK

3.84 MI N OF I-40(I-6), Pulaski, AR

Built 1957 Load: 21.8 t ADT: 6,951

67 NB SR log 3.84

Fair

Over: WOODRUFF CREEK

3.84 MI N OF I-40(I-6), Pulaski, AR

Built 1957 Load: 21.8 t ADT: 5,490

US 67 Log 8.30

Fair

Over: BRANCH

.25 MILES SO OF REDMOND R, Pulaski, AR

Built 1960 Load: 21.8 t ADT: 75,000

US 70 Blakemore

Fair

Over: BLAKEMORE CREEK

1 MI E of Asher&Univ, Pulaski, AR

Built 1935 Load: 21.8 t ADT: 25,144

US 70 Lewis st.

Fair

Over: CREEK

1.3 MI E OF SH 5, Pulaski, AR

Built 1935 Load: 21.8 t ADT: 25,144

SH 300 Log 16.54

Fair

Over: Spillway Ditch

3.5 MI N SH 10, Pulaski, AR

Built 1956 Load: 21.8 t ADT: 3,400

SH 367 Log 5.17

Fair

Over: DITCH

0.1 M S OF SH 338, Pulaski, AR

Built 1943 Load: 21.8 t ADT: 11,000

CARY DRIVE

Fair

Over: CREEK

0.4M.No.S.H.88, Saline, AR

Built 1985 Load: 21.8 t ADT: 422

SH 9 -5 Log 10.04

Fair

Over: CREEK

10.04 MI N JCT SH 5, Saline, AR

Built 1957 Load: 21.8 t ADT: 1,299

SH 35 Log 4.45

Fair

Over: CREEK

2.0 MI S OF SH 183, Saline, AR

Built 1956 Load: 21.8 t ADT: 5,400

County Road 3

Fair

Over: Turner Creek Scott Co.

5.77 M SW CO RD 9 & 3, Scott, AR

Built 1936 Load: 21.8 t ADT: 60

State Highway 80

Fair

Over: Bud Branch-Scott Co.

1.9 MI SW OF YELL CO LINE, Scott, AR

Built 1968 Load: 21.8 t ADT: 650

US Highway 270

Fair

Over: Wamon Branch

9.02 MI E JCT US 71 & 270, Scott, AR

Built 1969 Load: 21.8 t ADT: 1,017

US Highway 71

Fair

Over: Ditch - Scott Co.

WALDRON BYPASS US 71, Scott, AR

Built 1972 Load: 21.8 t ADT: 4,401

US 71 - Scott Co.

Fair

Over: Scott Creek

1.0 MI S SH 28, Scott, AR

Built 1972 Load: 21.8 t ADT: 5,476

US 65 Searcy

Fair

Over: Creek

10.09 MI E NEWTON CO LN, Searcy, AR

Built 1930 Load: 21.8 t ADT: 5,000

CR 427 Searcy

Fair

Over: DITCH

0.6MI E JCT US 65, Searcy, AR

Built 1931 Load: 21.8 t ADT: 30

Showing 1,351-1,400 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.