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

FAP 11

Good

Over: SUGAR CREEK

1.6 MI.N.OF ALABAMA LINE, Giles, TN

Built 1987 Load: 32.4 t ADT: 1,347

FAP 11

Good

Over: BURTON CREEK

7.9 MI.NE.OF PULASKI, Giles, TN

Built 1938 Load: 32.4 t ADT: 3,319

FAP 11

Good

Over: BURGESS CREEK

9.7 MI.NE.OF PULASKI, Giles, TN

Built 1939 Load: 32.4 t ADT: 4,677

NFA837

Good

Over: BRANCH

6.6 MI.W. OF PULASKI, Giles, TN

Built 1925 Load: 32.4 t ADT: 90

FAP 15

Good

Over: RICHLAND CREEK

2.7 MI.W.OF PULASKI, Giles, TN

Built 2010 Load: 32.4 t ADT: 9,291

FAP 15

Good

Over: BRANCH

.57 MI.W.OF PULASKI, Giles, TN

Built 2010 Load: 32.4 t ADT: 9,291

FAU 5313

Good

Over: BRANCH

.04 MI.E.OF PULASKI, Giles, TN

Built 1930 Load: 32.4 t ADT: 3,653

NFA A801

Good

Over: BRANCH

4.9 MI.E.OF PULASKI, Giles, TN

Built 1929 Load: 32.4 t ADT: 150

FAP 15

Good

Over: BRANCH

6.2 MI.E.OF PULASKI, Giles, TN

Built 2000 Load: 32.4 t ADT: 5,617

FAP 15

Good

Over: CAMPBELL CREEK

7.3 MI.E.OF PULASKI, Giles, TN

Built 2000 Load: 32.4 t ADT: 5,617

FAP 15

Good

Over: RICHLAND CREEK OVERFLOW

1 M W OF PULASKI, Giles, TN

Built 1995 Load: 32.4 t ADT: 9,805

FAP 15

Good

Over: RICHLAND CREEK OVERFLOW

1 M W OF PULASKI, Giles, TN

Built 1995 Load: 32.4 t ADT: 9,805

FAP 15

Good

Over: BUFORD BRANCH

1 M S PULASKI, Giles, TN

Built 1995 Load: 32.4 t ADT: 8,683

FAP 15

Good

Over: BUFORD BRANCH

1 M S OF PULASKI, Giles, TN

Built 1995 Load: 32.4 t ADT: 8,683

FAP 15

Good

Over: RICHLAND CREEK

1 M S OF PULASKI, Giles, TN

Built 1995 Load: 32.4 t ADT: 8,683

FAP 15

Good

Over: RICHLAND CREEK

1 M S OF PULASKI, Giles, TN

Built 1995 Load: 32.4 t ADT: 8,683

FAP 15

Good

Over: RICHLAND CREEK OVERFLOW

1 M S OF PULASKI, Giles, TN

Built 1995 Load: 32.4 t ADT: 8,683

FAP 15

Good

Over: RICHLAND CREEK OVERFLOW

1 M S OF PULASKI, Giles, TN

Built 1995 Load: 32.4 t ADT: 8,683

FAP 15

Good

Over: CHICKEN CREEK

1 M W OF PULASKI, Giles, TN

Built 1995 Load: 32.4 t ADT: 9,805

FAP 15

Good

Over: REED ROAD AND BRANCH

1 M W OF PULASKI, Giles, TN

Built 2008 Load: 32.4 t ADT: 9,291

FAP 15

Good

Over: REED ROAD AND BRANCH

1 M W OF PULASKI, Giles, TN

Built 2008 Load: 32.4 t ADT: 9,291

FAP 15

Good

Over: BRANCH

21 MI.W.OF PULASKI, Giles, TN

Built 2008 Load: 32.4 t ADT: 9,291

FAP 15

Good

Over: BRANCH

1 S E OF PULASKI, Giles, TN

Built 1998 Load: 32.4 t ADT: 5,617

FAS 129

Good

Over: CALVERT BRANCH

1.2 MI.W.OF MARSHALL CO., Giles, TN

Built 2003 Load: 32.4 t ADT: 974

FAS 129

Good

Over: BRANCH

1.2 MI.W.OF MARSHALL CO., Giles, TN

Built 1996 Load: 32.4 t ADT: 1,286

FAS 129

Good

Over: CALVERT BRANCH

1.2 MI.W.OF MARSHALL CO., Giles, TN

Built 1996 Load: 32.4 t ADT: 974

NFA 2477 (SA 2911)

Good

Over: RAY CREEK

NORTH OF SR1, Grainger, TN

Built 1945 Load: 32.4 t ADT: 1,130

NFA 2479 (SA 2908)

Good

Over: WILLIAMS CREEK

NORTH OF SR131, Grainger, TN

Built 1996 Load: 32.4 t ADT: 989

NFA 2540

Good

Over: RICHLAND CREEK

SOUTH OF SR1, Grainger, TN

Built 2016 Load: 32.4 t ADT: 178

NFA A025

Good

Over: WILLIAMS CREEK

EAST OF CLINCH RIVER, Grainger, TN

Built 2013 Load: 32.4 t ADT: 60

NFA A025

Good

Over: WILLIAMS CREEK

EAST OF CLINCH RIVER, Grainger, TN

Built 2013 Load: 32.4 t ADT: 60

NFA A026

Good

Over: HOGSKIN CREEK

EAST OF CLINCH RIVER, Grainger, TN

Built 2019 Load: 32.4 t ADT: 260

NFA A365

Good

Over: RICHLAND CREEK

EAST OF US11, Grainger, TN

Built 2020 Load: 32.4 t ADT: 150

NFA A380

Good

Over: BUFFALO CREEK

EAST OF US11, Grainger, TN

Built 1984 Load: 32.4 t ADT: 90

NFA A408

Good

Over: RICHLAND CREEK

EAST OF SR1, Grainger, TN

Built 2018 Load: 32.4 t ADT: 40

FAS 375

Good

Over: BRANCH

1.4 M SE OF HOLSTON RIVER, Grainger, TN

Built 1960 Load: 32.4 t ADT: 1,855

FAS 375

Good

Over: BRANCH

.6 M N OF CHESTNUT GROVE, Grainger, TN

Built 1950 Load: 32.4 t ADT: 5,421

FAS 131

Good

Over: INDIAN CREEK

NORTH OF US11, Grainger, TN

Built 1962 Load: 32.4 t ADT: 587

FAP 1

Good

Over: BRANCH

1 M SE OF BLAINE, Grainger, TN

Built 2003 Load: 32.4 t ADT: 10,315

FAP 1

Good

Over: RICHLAND CREEK

IN RUTLEDGE CITY LIMITS, Grainger, TN

Built 1953 Load: 32.4 t ADT: 5,883

FAP 1

Good

Over: RICHLAND CREEK

IN RUTLEDGE CITY LIMITS, Grainger, TN

Built 1953 Load: 32.4 t ADT: 5,883

FAP 1

Good

Over: BRIAR FORK CREEK

.9 M E OF TATE SPRINGS, Grainger, TN

Built 1998 Load: 32.4 t ADT: 5,584

FAP 1

Good

Over: BRIAR FORK CREEK

.9 M E OF TATE SPRINGS, Grainger, TN

Built 1998 Load: 32.4 t ADT: 5,584

FAP 92

Good

Over: BRANCH

2MI S.. OF US 11W, Grainger, TN

Built 2000 Load: 32.4 t ADT: 1,853

NFA 2527 (SA 3012)

Good

Over: SINKING CREEK

1.5 M N OF 11E AT TUSCULN, Greene, TN

Built 1986 Load: 32.4 t ADT: 525

NFA 2578 (SA 3003)

Good

Over: NOLICHUCKY RIVER

3.2 M NW OF SR70-SR351 JC, Greene, TN

Built 2013 Load: 32.4 t ADT: 1,390

NFA 2590

Good

Over: LICK CREEK

2 M S OF I81-SR70 EXCHANG, Greene, TN

Built 1985 Load: 32.4 t ADT: 491

NFA 2590

Good

Over: LICK SLOUGH CREEK

E OF I81-S OF US 70 JCT, Greene, TN

Built 1985 Load: 32.4 t ADT: 491

NFA 2594 (SA 3021)

Good

Over: BABB CREEK

1.8 M NE OF I81-SR70 JCT, Greene, TN

Built 1950 Load: 32.4 t ADT: 691

NFA 2594 (SA 3021)

Good

Over: KITE CREEK

1.5 M W OF I81-SR172 EXCH, Greene, TN

Built 1955 Load: 32.4 t ADT: 1,016

Showing 15,201-15,250 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.