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 43

Good

Over: MAYS CREEK

2.5 MI.N.OF MILAN, Gibson, TN

Built 1995 Load: 32.4 t ADT: 7,950

FAP 43

Good

Over: BRANCH

.2 MI.N.OF BRADFORD, Gibson, TN

Built 1995 Load: 32.4 t ADT: 7,428

FAP 43

Good

Over: BRANCH

.5 MI N JCT SR43&SR152, Gibson, TN

Built 1990 Load: 32.4 t ADT: 13,471

FAS 54

Good

Over: BRANCH

3 MI.SW.OF TRENTON, Gibson, TN

Built 1929 Load: 32.4 t ADT: 2,640

FAP 76

Good

Over: BRANCH

IN MILAN CITY LIMITS, Gibson, TN

Built 2013 Load: 32.4 t ADT: 8,087

FAP 76

Good

Over: RUTHERFORD FK.OBION RIVE

1.9 MI.E.OF MILAN, Gibson, TN

Built 2013 Load: 32.4 t ADT: 7,461

FAP 76

Good

Over: RUTHERFORD FK.OBION RIVE

1.9 MI.E.OF MILAN, Gibson, TN

Built 2013 Load: 32.4 t ADT: 7,461

FAP 76

Good

Over: OVERFLOW

IN MILAN CITY LIMITS, Gibson, TN

Built 2012 Load: 32.4 t ADT: 7,461

FAP 77

Good

Over: OVERFLOW

.37 MI.EAST OF TRENTON, Gibson, TN

Built 1983 Load: 32.4 t ADT: 4,305

FAP 77

Good

Over: BRANCH

4.5 M SE JCT SR 5&SR 104, Gibson, TN

Built 1991 Load: 32.4 t ADT: 2,929

FAP 104

Good

Over: BRANCH

2.1 MI.E. JCT. FAS 8029, Gibson, TN

Built 2014 Load: 32.4 t ADT: 2,212

FAP 104

Good

Over: BRANCH

3.42 MI.E. JCT. FAS 8029, Gibson, TN

Built 2014 Load: 32.4 t ADT: 2,212

FAP 104

Good

Over: BRANCH

5.3 MILES WEST OF TRENTON, Gibson, TN

Built 2001 Load: 32.4 t ADT: 2,212

FAP 104

Good

Over: BRANCH

5.3 MILES WEST OF TRENTON, Gibson, TN

Built 2001 Load: 32.4 t ADT: 2,396

FAP 457

Good

Over: BRANCH

2 MILES WEST OF TRENTON, Gibson, TN

Built 2001 Load: 32.4 t ADT: 1,939

FAS 105

Good

Over: TOWN BRANCH

.5MI.W.RUT.FRK.OBION RV., Gibson, TN

Built 1987 Load: 32.4 t ADT: 1,435

FAS 105

Good

Over: OVERFLOW

8.24 MI.E. JCT. FAS 8029, Gibson, TN

Built 1987 Load: 32.4 t ADT: 1,435

FAS 105

Good

Over: OVERFLOW

8.55 MI.E. JCT. FAS 8029, Gibson, TN

Built 1987 Load: 32.4 t ADT: 1,435

FAS 105

Good

Over: BRANCH

1.5 MI.E.OF RUTHERFORD, Gibson, TN

Built 1987 Load: 32.4 t ADT: 856

FAS 105

Good

Over: BRANCH

2 MILES E.OF RUTHERFORD, Gibson, TN

Built 1987 Load: 32.4 t ADT: 856

FAS 105

Good

Over: BRANCH

5.7 MI.E.OF BRADFORD, Gibson, TN

Built 1987 Load: 32.4 t ADT: 856

FAS 105

Good

Over: LICK CREEK

5.9 MI.E.OF RUTHERFORD, Gibson, TN

Built 1987 Load: 32.4 t ADT: 856

FAS 152

Good

Over: DRAINAGE DITCH

2.5 MI.W.OF HUMBOLDT, Gibson, TN

Built 1992 Load: 32.4 t ADT: 1,889

FAS 152

Good

Over: M. FK. FORKED DEER RIVER

1.3 MI.W.OF HUMBOLDT, Gibson, TN

Built 1992 Load: 32.4 t ADT: 2,190

FAS 152

Good

Over: OVERFLOW

1 MILE W.OF HUMBOLDT, Gibson, TN

Built 1992 Load: 32.4 t ADT: 2,190

FAS 152

Good

Over: OVERFLOW

.8 MI.W.OF HUMBOLDT, Gibson, TN

Built 1992 Load: 32.4 t ADT: 2,190

FAP 366

Good

Over: BRANCH

IN HUMBOLT, Gibson, TN

Built 1983 Load: 32.4 t ADT: 4,648

NFA 966 (SA 2817)

Good

Over: BRANCH OF BIG CREEK

11 M. NW. PULASKI., Giles, TN

Built 1984 Load: 32.4 t ADT: 739

NFA 1883 (SA 2810)

Good

Over: DRY CREEK

7 M NW OF PULASKI, Giles, TN

Built 1976 Load: 32.4 t ADT: 683

NFA 1889 (SA 2831)

Good

Over: BRADSHAW CREEK

4.5 M N OF FRANKEWING, Giles, TN

Built 1987 Load: 32.4 t ADT: 115

NFA 1891 (SA 2818)

Good

Over: RICHLAND CREEK

7 M N OF PULASKI, Giles, TN

Built 1987 Load: 32.4 t ADT: 134

NFA 1891 (SA 2818)

Good

Over: BIG CREEK

7 M N OF PULASKI, Giles, TN

Built 2003 Load: 32.4 t ADT: 134

NFA 1898 (SA 2824)

Good

Over: ELK RIVER

2 M NE OF ELKTON, Giles, TN

Built 1995 Load: 32.4 t ADT: 359

NFA 1902 (SA 2827)

Good

Over: BRADSHAW CREEK

3 M N OF FRANKEWING, Giles, TN

Built 1995 Load: 32.4 t ADT: 127

NFA A769

Good

Over: PLEASANT RUN CREEK

IN PULASKI, Giles, TN

Built 1987 Load: 32.4 t ADT: 2,160

NFA A001

Good

Over: ANDERSON CREEK

8.5 M W OF LYNNVILLE, Giles, TN

Built 1984 Load: 32.4 t ADT: 370

NFA A003

Good

Over: ANDERSON CREEK

9.25 M W OF LYNNVILLE, Giles, TN

Built 2004 Load: 32.4 t ADT: 140

NFA A003

Good

Over: POWDER MILL CREEK

9.25 M W OF LYNNVILLE, Giles, TN

Built 1983 Load: 32.4 t ADT: 140

NFA A008

Good

Over: ANDERSON CREEK

10 M W OF LYNNVILLE, Giles, TN

Built 1982 Load: 32.4 t ADT: 50

NFA A018

Good

Over: WEAKLEY CREEK

5 M NW OF PULASKI, Giles, TN

Built 1994 Load: 32.4 t ADT: 40

NFA A030

Good

Over: MUCKLE BRANCH

10 M NW OF PULASKI, Giles, TN

Built 1983 Load: 32.4 t ADT: 180

NFA A045

Good

Over: DRY CREEK

7.5 M NW OF PULASKI, Giles, TN

Built 1983 Load: 32.4 t ADT: 120

NFA A046

Good

Over: WEAKLEY CREEK

6.5 M NW OF PULASKI, Giles, TN

Built 1983 Load: 32.4 t ADT: 120

NFA A048

Good

Over: BRANCH

6.5 M NW OF PULASKI, Giles, TN

Built 2012 Load: 32.4 t ADT: 120

NFA A049

Good

Over: LITTLE DRY CREEK

4 M NW OF PULASKI, Giles, TN

Built 1994 Load: 32.4 t ADT: 210

NFA A058

Good

Over: MINNOW BRANCH

5 M SW OF LYNNVILLE, Giles, TN

Built 1991 Load: 32.4 t ADT: 210

NFA A068

Good

Over: BIG CREEK

7 M SW OF LYNNVILLE, Giles, TN

Built 2021 Load: 32.4 t ADT: 40

NFA A069

Good

Over: YOKLEY BRANCH

8 M W OF LYNNVILLE, Giles, TN

Built 1991 Load: 32.4 t ADT: 190

NFA A073

Good

Over: LYNN CREEK

2 M W OF LYNNVILLE, Giles, TN

Built 1984 Load: 32.4 t ADT: 190

NFA A092

Good

Over: EAST FORK OF LYNN CREEK

1 M N OF LYNNVILLE, Giles, TN

Built 2010 Load: 32.4 t ADT: 230

Showing 15,101-15,150 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.