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 141-01- LM 9.15

Good

Over: DITCH

0.02 MI. S GREENE CO LINE, Craighead, AR

Built 2007 Load: 19.1 t ADT: 1,664

SH 18-04-LM 23.99

Good

Over: Little Slough Ditch

1.3 M W of Monette, Craighead, AR

Built 2014 Load: 19.1 t ADT: 7,700

SH 18, LM 19.06

Good

Over: Big Slough Creek

1.8 Mile W of Black Oak, Craighead, AR

Built 2013 Load: 19.1 t ADT: 8,100

SH 18 LM 20.35

Good

Over: Little Slough Creek

0.2 miles W of Black Oak, Craighead, AR

Built 2013 Load: 19.1 t ADT: 8,100

SH 18 -04-LM21.78

Good

Over: Little Slough Creek

1.5Mi N of Black Oak, Craighead, AR

Built 2013 Load: 19.1 t ADT: 7,700

West Rena Road

Good

Over: Little Lee Creek

0.12 M. West SH 59, Crawford, AR

Built 2014 Load: 19.1 t ADT: 6,900

I-55EFR/Sec11/L8.0

Good

Over: Ditch

3.15 Mi So Int Us 64&I-55, Crittenden, AR

Built 1993 Load: 19.1 t ADT: 5,320

Avondale Circ/W M

Good

Over: Ten Mile Bayou Diversion

.22 Miles North Jct Sh 77, Crittenden, AR

Built 2010 Load: 19.1 t ADT: 1,200

Us-64S/Sec15/L0.39

Good

Over: Drainage Ditch

0.43 Miles South Jct Sh 1, Cross, AR

Built 1988 Load: 19.1 t ADT: 2,400

SH 7 S-5 LM 9.24

Good

Over: Beaver Relief

9,51Mi. N Oua. Co., Dallas, AR

Built 2004 Load: 19.1 t ADT: 1,000

SH 7 S-5 LM 9.82

Good

Over: Cypress Creek

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

Built 2004 Load: 19.1 t ADT: 1,000

US 65-17 LM 4.71

Good

Over: Ditch

2.2 Mi N US 165-Mtchville, Desha, AR

Built 2004 Load: 19.1 t ADT: 6,466

SH 172-03 LM 1.83

Good

Over: Ditch

1.83 Mi S BradleyCo-Wilmr, Drew, AR

Built 1987 Load: 19.1 t ADT: 110

US 278-15 LM 5.45

Good

Over: Hurricane Creek

1.1 Mi W US 278 Byp-Monti, Drew, AR

Built 2010 Load: 19.1 t ADT: 2,300

SH 60

Good

Over: Drainage Ditch

6.2 MI E TOAD SUCK DAM, Faulkner, AR

Built 1972 Load: 19.1 t ADT: 34,000

SH 319

Good

Over: Creek

.87 MI W LONOKE CO LN, Faulkner, AR

Built 1979 Load: 19.1 t ADT: 2,600

SH 36

Good

Over: White Oak Bayou

7.25 MI NE JCT 64&36, Faulkner, AR

Built 1986 Load: 19.1 t ADT: 2,000

SH 36

Good

Over: Berry Creek

3.81 MI N HAMLET, AR, Faulkner, AR

Built 1986 Load: 19.1 t ADT: 2,900

SH 285

Good

Over: Jacks Relief

2.10 MI S Bono, Faulkner, AR

Built 1998 Load: 19.1 t ADT: 1,284

SH 285

Good

Over: Jacks Fork

3.89 MI N JCT SH 225 285, Faulkner, AR

Built 1998 Load: 19.1 t ADT: 1,284

US 64

Good

Over: Boone Branch

2.5 M NE JCT HWY 64 & 107, Faulkner, AR

Built 2010 Load: 19.1 t ADT: 6,300

SH 227 Log 6.25

Good

Over: CREEK

6.2 MI N US 270, Garland, AR

Built 1963 Load: 19.1 t ADT: 2,662

SH 46-02 LM 17.67

Good

Over: Deer Creek

1.5 Mi S US 270-Sheridan, Grant, AR

Built 1963 Load: 19.1 t ADT: 1,500

SH 291-01 LM 13.72

Good

Over: Little Mud Creek

1.8 Mi S SH 190-Tull, Grant, AR

Built 1982 Load: 19.1 t ADT: 540

SH 141

Good

Over: CREEK

2.3 Mi N Beech Grove, Greene, AR

Built 2007 Load: 19.1 t ADT: 620

I-30 FRONT.RD37.15

Good

Over: CREEK

3.01 MI SW NEVADA CO LINE, Hempstead, AR

Built 1968 Load: 19.1 t ADT: 28

I-30 FR Log 90.61

Good

Over: CREEK

7.4 MI S JCT US 270 & 30, Hot Spring, AR

Built 1966 Load: 19.1 t ADT: 400

SH 171 log 3.32

Good

Over: TIGER CREEK

1.0S W GARLAND CO LINE, Hot Spring, AR

Built 1992 Load: 19.1 t ADT: 639

S.H355 SEC.00-5.23

Good

Over: LEFEVER CREEK

1.5 MI. S. JCT SH 371&355, Howard, AR

Built 2003 Load: 19.1 t ADT: 500

SH 25 Independ Co.

Good

Over: CREEK

6.4 M E OF SH 233, Independence, AR

Built 1961 Load: 19.1 t ADT: 1,706

SH 157/Indepen Co.

Good

Over: DEPARTEE CREEK

1.8 MI NE JCT US 167, Independence, AR

Built 1960 Load: 19.1 t ADT: 813

SH 394/Independ.Co

Good

Over: RUTHERFORD CREEK

2.6 Miles SE Jct.69&394, Independence, AR

Built 2002 Load: 19.1 t ADT: 1,100

SH 69/Independ. Co

Good

Over: Creek

3.9 mi. E Jct SH 122 & 69, Independence, AR

Built 2003 Load: 19.1 t ADT: 3,727

TriLakeDrHORSESHOE

Good

Over: BENS CREEK

0.84 MI SE SH 289, Izard, AR

Built 1974 Load: 19.1 t ADT: 90

CR/61 Izard Co.

Good

Over: CREEK

3.20 MI SOUTH SH 56, Izard, AR

Built 1993 Load: 19.1 t ADT: 170

SH/9 Izard County

Good

Over: SANDY CREEK

SO CITY LIMITS OXFORD, Izard, AR

Built 2013 Load: 19.1 t ADT: 1,500

SH 18/Jackson Co.

Good

Over: Ditch

2.15 MI W JCT SH 37, Jackson, AR

Built 1996 Load: 19.1 t ADT: 910

SH 226/Jackson Co.

Good

Over: Cotton Creek

.43 mi E of Jct 67 & 226, Jackson, AR

Built 2003 Load: 19.1 t ADT: 1,000

SH. 37/Jackson Co.

Good

Over: Tiger Ditch

6.5 Mi. NW Jct. SH18 & 37, Jackson, AR

Built 2006 Load: 19.1 t ADT: 300

US 67 Jackson Co.

Good

Over: Willow Ditch

2.97 miles N of SH 37, Jackson, AR

Built 2009 Load: 19.1 t ADT: 11,000

US 67 NB Off Ramp

Good

Over: Drainage Ditch

.02 miles S Jct SH 37, Jackson, AR

Built 2009 Load: 19.1 t ADT: 56

US 67 / Jackson Co

Good

Over: Drainage Ditch

.03 miles N Jct SH 37, Jackson, AR

Built 2009 Load: 19.1 t ADT: 102

US 63-13 LM 9.18

Good

Over: Ditch

1.5 MI E US 65B-PineBluff, Jefferson, AR

Built 1998 Load: 19.1 t ADT: 5,200

US 65-15 LM 12.60

Good

Over: Creek

2.4 Mi S SH 199-Linwood, Jefferson, AR

Built 2001 Load: 19.1 t ADT: 6,785

SH 21

Good

Over: Dicks Creek

4.65 MI NO OF US 64, Johnson, AR

Built 1951 Load: 19.1 t ADT: 2,129

SH 359

Good

Over: Branch

2.3 M E Jct US 64 & 194, Johnson, AR

Built 1968 Load: 19.1 t ADT: 999

SH 359

Good

Over: Possum Branch

2.4 M E Jct US 64 & 194, Johnson, AR

Built 1968 Load: 19.1 t ADT: 999

US 82 SEC.02-5.21

Good

Over: RAWLS CREEK

5.5 MI E OF MILLER CO L, Lafayette, AR

Built 1966 Load: 19.1 t ADT: 4,000

US 63-04B-LM 1.89

Good

Over: WHITE OAK CREEK

1.88 M SE OF US 67, Lawrence, AR

Built 1959 Load: 19.1 t ADT: 1,300

US 63

Good

Over: DRAINAGE DITCH

7.60 MI SE JCT US 63 & 67, Lawrence, AR

Built 2007 Load: 19.1 t ADT: 13,000

Showing 3,301-3,350 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.