State profile · Below national median SD

Vermont bridge safety

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

2,936
Public bridges
48.0%
Good condition
2.6%
Poor condition
2.6%
Structurally deficient

Total Bridges

2,936

Public highway bridges in Vermont

Good Condition

48.0%

1,409 bridges rated 7-9

-2.0pp vs 50% benchmark

Poor Condition

2.6%

77 bridges rated 0-4

Structurally Deficient

2.6%

77 bridges flagged for repair priority

-4.4pp vs national avg 7.0%

Vermont vs national bridge condition

Vermont — Good condition share 48.0%
National avg

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

Vermont — Structurally deficient share 8.7%
National avg

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

Condition Distribution

Bridge inventory deck-condition mix — Vermont (FHWA NBI)

Vermont47.990463215258856%38.48773841961853%GoodFairPoorStructurally Deficient
Bridge inventory deck-condition mix — Vermont (FHWA NBI)

Vermont 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 Vermont on the same metric.

13

Georgia

1.49% top marginal rate
Structure
Progressive
Burden @ $100K
$15,216

49

Utah

2.43% top marginal rate
Structure
Progressive
Burden @ $100K
$3,126
Selected

50

Vermont

2.62% top marginal rate
Structure
Progressive
Burden @ $100K
$2,936

12

Florida

2.75% top marginal rate
Structure
Progressive
Burden @ $100K
$12,892

51

Virginia

3.03% top marginal rate
Structure
Progressive
Burden @ $100K
$14,122

Bridges Needing Most Attention in Vermont

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

All Bridges in Vermont

TR 01 FAS 131

Fair

Over: INDIAN RIVER

5.8 MI W JCT. VT.30, Rutland, VT

Built 1937 Load: 33.6 t ADT: 580

TR 02 FAS 138

Fair

Over: POULTNEY RIVER

4.1 MI E JCT. VT.30, Rutland, VT

Built 1934 Load: 33.6 t ADT: 770

C3073

Fair

Over: BULL RUN BROOK

0.5 MI TO JCT W VT12A, Washington, VT

Built 1960 Load: 33.6 t ADT: 250

C3027

Fair

Over: BROOK

0.35 MI TO JCT W VT12A, Washington, VT

Built 1958 Load: 33.6 t ADT: 50

VT 00017 ML

Fair

Over: MILL BROOK

0.1 MI W JCT. VT.100, Washington, VT

Built 1939 Load: 33.6 t ADT: 2,800

CITY TAYLOR

Fair

Over: WINOOSKI RIVER

TAYLOR STREET, Washington, VT

Built 1929 Load: 33.6 t ADT: 3,500

TR 01 FAS 126

Fair

Over: SAXTONS RIVER

0.1 MI W JCT. VT.35 N, Windham, VT

Built 1939 Load: 33.6 t ADT: 1,700

VT 00011 ML

Fair

Over: MID. BR WILLIAMS RIVER

2.2 MI E JCT VT 121, Windsor, VT

Built 1929 Load: 33.6 t ADT: 3,100

TR 01 FAS 132

Fair

Over: ANDOVER BRANCH

1.5 MI N JCT. VT.11, Windsor, VT

Built 1966 Load: 33.6 t ADT: 890

VT 00012 ML

Fair

Over: NO. BRIDGEWATER BROOK

3.2 MI N JCT. U.S.4, Windsor, VT

Built 1938 Load: 33.6 t ADT: 1,700

C3024

Fair

Over: E.BR.DEAD CREEK

0.65 MI TO JCT W VT22A, Addison, VT

Built 1949 Load: 34.5 t ADT: 100

VT 00030 ML

Fair

Over: METTAWEE RIVER

0.1 MI N JCT. VT.315, Bennington, VT

Built 1929 Load: 34.5 t ADT: 2,700

C2007

Fair

Over: VERMONT RAILWAY

0.18 MI TO JCT W CL2 TH8, Chittenden, VT

Built 1966 Load: 34.5 t ADT: 1,900

C3007

Fair

Over: KENFIELD BROOK

0.2 MI TO JCT W CL3 TH23, Lamoille, VT

Built 1953 Load: 34.5 t ADT: 350

VT 00108 ML

Fair

Over: WEST BRANCH LITTLE RIVER

4.5 MI N JCT. VT.100, Lamoille, VT

Built 1941 Load: 34.5 t ADT: 6,900

VT 00012 ML

Fair

Over: AYERS BROOK

5.0 MI N JCT. VT.12A N, Orange, VT

Built 1928 Load: 34.5 t ADT: 400

C2001

Fair

Over: BARTON RIVER

0.2 MI TO JCT W CL3 TH48, Orleans, VT

Built 1939 Load: 34.5 t ADT: 350

I 00091 ML

Fair

Over: CLYDE RIVER

0.3 MI S EXIT 28, Orleans, VT

Built 1970 Load: 34.5 t ADT: 5,700

I 00091 ML

Fair

Over: CLYDE RIVER

0.3 MI S EXIT 28, Orleans, VT

Built 1970 Load: 34.5 t ADT: 5,700

C3012

Fair

Over: RIDLEY BROOK

0.01 MI TO JCT W CL3 TH6, Washington, VT

Built 1939 Load: 34.5 t ADT: 150

US 00002 ML

Fair

Over: THATCHER BROOK

0.1 MI E JCT VT.100 N, Washington, VT

Built 1956 Load: 34.5 t ADT: 9,200

C2001

Fair

Over: GREEN RIVER

0.25 MI TO JCT W C3 TH9, Windham, VT

Built 1966 Load: 34.5 t ADT: 350

C3025

Fair

Over: STONY BROOK

0.01 MI TO JCT W C3 TH36, Windsor, VT

Built 1973 Load: 34.5 t ADT: 40

C2008

Fair

Over: BATTEN KILL RIVER

0.1 MI JCT TH 8 & TH 17, Bennington, VT

Built 1965 Load: 35.4 t ADT: 600

CITY DEPOT

Fair

Over: WALLOOMSAC RIVER

DEPOT STREET, Bennington, VT

Built 1926 Load: 35.4 t ADT: 4,600

C2002

Fair

Over: HAWKINS BROOK

0.15 MI TO JCT W C3 TH75, Caledonia, VT

Built 1928 Load: 35.4 t ADT: 650

TR 02 FAS 302

Fair

Over: MISSISQUOI RIVER

0.3 MI W JCT. VT.105, Franklin, VT

Built 1934 Load: 35.4 t ADT: 1,500

VT 00100 ML

Fair

Over: GIHON RIVER

0.6 MI N JCT. VT.118, Lamoille, VT

Built 1929 Load: 35.4 t ADT: 3,800

C2001

Fair

Over: LAMOILLE RIVER

0.02 MI E OF JCT VT16, Orleans, VT

Built 1928 Load: 35.4 t ADT: 220

TR 01 FAS 253

Fair

Over: BLACK RIVER

1.5 MI E JCT. VT.14 S, Orleans, VT

Built 1939 Load: 35.4 t ADT: 1,300

C3017

Fair

Over: BR. OF MILL RIVER

0.05 MI JCT VT 103, Rutland, VT

Built 1934 Load: 35.4 t ADT: 50

TR 01 FAS 138

Fair

Over: ROARING BROOK

0.2 W JCT. U.S.7, Rutland, VT

Built 1930 Load: 35.4 t ADT: 1,200

C30MI

Fair

Over: STEVENS BRANCH

0.1 MI TO JCT W CL1 TH2, Washington, VT

Built 1967 Load: 35.4 t ADT: 200

C3011

Fair

Over: SHEPARD BROOK

0.15 MI TO JCT W CL2 TH1, Washington, VT

Built 1966 Load: 35.4 t ADT: 100

C2003

Fair

Over: COX BROOK

0.05 MI TO JCT W C3 TH88, Washington, VT

Built 1919 Load: 35.4 t ADT: 750

C3005

Fair

Over: GREEN RIVER

0.6 MI TO JCT W CL2 TH1, Windham, VT

Built 1929 Load: 35.4 t ADT: 300

TR 01 FAS 106

Fair

Over: ROCK RIVER

5.2 MI E JCT. VT.100, Windham, VT

Built 1929 Load: 35.4 t ADT: 1,000

US 00005 ML

Fair

Over: US 5 OVER WHI R & NECRR

0.1 MI S JCT. VT.14, Windsor, VT

Built 1968 Load: 35.4 t ADT: 11,000

VT 00011 ML

Fair

Over: BROOK

0.1 MI E JCT. VT.103 S, Windsor, VT

Built 1934 Load: 35.4 t ADT: 3,900

VT 00012 ML

Fair

Over: LULLS BROOK

1.3 MI W JCT. U.S.5, Windsor, VT

Built 1936 Load: 35.4 t ADT: 3,200

TR 01 FAS 166

Fair

Over: GULF STREAM

0.2 MI N JCT. VT.12, Windsor, VT

Built 1937 Load: 35.4 t ADT: 1,600

C3025

Fair

Over: S. BR. MIDDLEBURY RIV.

0.01 MI TO JCT VT125, Addison, VT

Built 1970 Load: 36.3 t ADT: 20

VT 00100 ML

Fair

Over: ALDER MEADOW BROOK

5.7 MI N JCT. VT.125, Addison, VT

Built 1933 Load: 36.3 t ADT: 1,200

US 00005 ML

Fair

Over: PASSUMPSIC RIVER

3.6 MI N JCT. U.S.2 E, Caledonia, VT

Built 1954 Load: 36.3 t ADT: 4,700

C3023

Fair

Over: NEW ENGLAND CENTRAL RR

0.04 MI TO JCT W VT2A, Chittenden, VT

Built 1910 Load: 36.3 t ADT: 1,500

VT 00066 ML

Fair

Over: AYERS BROOK

0.4 MI E JCT. VT.12 N, Orange, VT

Built 1928 Load: 36.3 t ADT: 6,600

C3CLY

Fair

Over: CLYDE RIVER

0.35 MI TO JCT W CL2 TH8, Orleans, VT

Built 1956 Load: 36.3 t ADT: 600

VT 00103 ML

Fair

Over: BROOK

1.5 MI S JCT. VT.140, Rutland, VT

Built 1941 Load: 36.3 t ADT: 1,100

C3029

Fair

Over: MARSHFIELD BROOK

0.12 MI TO JCT W CL3 TH9, Washington, VT

Built 1929 Load: 36.3 t ADT: 50

C2002

Fair

Over: GREAT BROOK

0.8 MI S OF TH1, Washington, VT

Built 1991 Load: 36.3 t ADT: 270

Showing 1,051-1,100 of 2,936 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.