State profile · Below national median SD

Tennessee bridge safety

Condition ratings, load ratings, and structural-deficiency data for every public highway bridge in Tennessee — drawn straight from the FHWA National Bridge Inventory.

20,426
Public bridges
38.0%
Good condition
4.0%
Poor condition
4.0%
Structurally deficient

Total Bridges

20,426

Public highway bridges in Tennessee

Good Condition

38.0%

7,762 bridges rated 7-9

-12.0pp vs 50% benchmark

Poor Condition

4.0%

811 bridges rated 0-4

Structurally Deficient

4.0%

811 bridges flagged for repair priority

-3.0pp vs national avg 7.0%

Tennessee vs national bridge condition

Tennessee — Good condition share 38.0%
National avg

Share of bridges rated 7-9 on the FHWA 0-9 scale (deck, superstructure, substructure all good).

Tennessee — Structurally deficient share 13.2%
National avg

Lower is better. Bar maxes at 30% (worst-state ceiling). National average sits at 7.0%.

Tennessee 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 Tennessee on the same metric.

27

Minnesota

3.63% top marginal rate
Structure
Progressive
Burden @ $100K
$11,969

09

Connecticut

3.95% top marginal rate
Structure
Progressive
Burden @ $100K
$4,277
Selected

47

Tennessee

3.97% top marginal rate
Structure
Progressive
Burden @ $100K
$20,426

24

Maryland

4.27% top marginal rate
Structure
Progressive
Burden @ $100K
$5,527

08

Colorado

4.32% top marginal rate
Structure
Progressive
Burden @ $100K
$8,965

Bridges Needing Most Attention in Tennessee

Six lowest-condition bridges in Tennessee, ranked by composite NBI rating. Each is inspected at least every 24 months.

All Bridges in Tennessee

NFA A300

Structurally Deficient

Over: PISTOL CREEK

8.5 M. NE. MARYVILLE., Blount, TN

Built 1960 Load: 7.5 t ADT: 1,456

FAS 127

Structurally Deficient

Over: BRADLEY CREEK

3.6 MI.N.E.OF HILLSBORO, Coffee, TN

Built 1940 Load: 7.8 t ADT: 2,285

NFA 1282 (SA 0713)

Structurally Deficient

Over: DAVIS BRANCH

3.9 M NE OF DUFF-E OF SR9, Campbell, TN

Built 1977 Load: 9.1 t ADT: 676

NFA A230

Structurally Deficient

Over: TAR CREEK

0.1 MI NORTH OF MCNAIRY, Chester, TN

Built 1965 Load: 9.1 t ADT: 1,430

NFA A330

Structurally Deficient

Over: DRY CREEK

.1MI SOUTH OF US70, DeKalb, TN

Built 1922 Load: 9.1 t ADT: 20

NFA A194

Structurally Deficient

Over: BRANCH

1 MI N OF SHELBY CO., Tipton, TN

Built 1965 Load: 10.0 t ADT: 300

NFA A906

Structurally Deficient

Over: STONEY CREEK

NE OF ELIZABETHTON-S OF91, Carter, TN

Built 1960 Load: 10.4 t ADT: 80

FAS 353

Structurally Deficient

Over: NOLICHUCKY RIVER

.5 M NE JCT SR107&SR353, Washington, TN

Built 1958 Load: 11.0 t ADT: 1,355

NFA A032

Structurally Deficient

Over: SPIVEY CREEK

S OF SR 36, Unicoi, TN

Built 1974 Load: 12.3 t ADT: 10

NFA 910 (SA 4302)

Structurally Deficient

Over: DUCK RIVER

3 M. W. SR 13, Humphreys, TN

Built 1945 Load: 13.0 t ADT: 601

NFA 1425 (SA 7305)

Structurally Deficient

Over: CANEY CREEK

2 M SE OF US70-SR 382 JCT, Roane, TN

Built 1945 Load: 13.3 t ADT: 1,958

NFSR 35-1

Structurally Deficient

Over: FLATS CREEK

NATIONAL FOREST, Monroe, TN

Built 1922 Load: 14.3 t ADT: 50

NFA A542

Structurally Deficient

Over: BLOWING SPRINGS

10 M WEST OF CENTERVILLE, Hickman, TN

Built 1960 Load: 19.8 t ADT: 140

FAP 43

Structurally Deficient

Over: HARRIS CREEK

IN SOUTH FULTON TN., Obion, TN

Built 1929 Load: 20.1 t ADT: 2,784

NFA A159

Structurally Deficient

Over: OWEN BRANCH

3.2 MI NE JCT SR5&SR77, Gibson, TN

Built 1991 Load: 21.1 t ADT: 40

NFA 937 (SA 4202)

Structurally Deficient

Over: WHITEOAK CREEK

4 M S OF TENN RIDGE, Houston, TN

Built 1959 Load: 21.1 t ADT: 323

NFA A142

Structurally Deficient

Over: PANNELL CREEK

6 M. NE. SHELBYVILLE., Bedford, TN

Built 1960 Load: 21.7 t ADT: 130

FAS 46

Structurally Deficient

Over: BRANCH

5.1 MI.NW.OF POND SWITCH, Dickson, TN

Built 1940 Load: 24.3 t ADT: 2,242

NFA A064

Structurally Deficient

Over: BIG CREEK

6 M SW OF LYNNVILLE, Giles, TN

Built 1975 Load: 24.3 t ADT: 60

NFA A080

Structurally Deficient

Over: CHARLES CREEK

5MI NORTH OF US 70S, Warren, TN

Built 1965 Load: 24.3 t ADT: 170

NFA A039

Structurally Deficient

Over: LANKFORD BRANCH

2.1 MI NE JCT SR85&SR263, Smith, TN

Built 1960 Load: 25.3 t ADT: 210

I81

Structurally Deficient

Over: FLAT CREEK

4.70M.FROM JEFFERSON CO.L, Hamblen, TN

Built 1970 Load: 32.4 t ADT: 45,697

FAS 247

Structurally Deficient

Over: SNOW CREEK

2.0 M NE JCT SR7&SR247, Maury, TN

Built 1960 Load: 32.4 t ADT: 922

NFA A022

Structurally Deficient

Over: SOUTH REELFOOT CREEK

2.2 MI NE JCT SR21&SR183, Obion, TN

Built 2008 Load: 32.4 t ADT: 150

FAS 141

Structurally Deficient

Over: LITTLE GOOSE CREEK

IN HARTSVILLE, Trousdale, TN

Built 1993 Load: 32.4 t ADT: 4,941

NFA A101

Structurally Deficient

Over: LITTLE CANE CREEK

11 M. N. FAYETTEVILLE, Lincoln, TN

Built 1991 Load: 45.0 t ADT: 80

Showing 20,401-20,426 of 20,426 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.