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

C3011

Fair

Over: MILL RIVER

0.1 MI TO JCT W CL3 TH9, Franklin, VT

Built 1906 Load: 39.9 t ADT: 20

C2003

Fair

Over: GIHON RIVER

0.01 MI TO JCT W VT100C, Lamoille, VT

Built 1959 Load: 39.9 t ADT: 1,800

US 00007 ML

Fair

Over: BAKER BROOK

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

Built 1940 Load: 39.9 t ADT: 4,200

VT 0004A ALT

Fair

Over: CASTLETON RIVER

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

Built 1962 Load: 39.9 t ADT: 4,600

C2003

Fair

Over: BILL BROOK

0.05 MI TO JCT W C3 TH19, Windham, VT

Built 1936 Load: 39.9 t ADT: 1,120

CITY WILMS

Fair

Over: WHETSTONE BROOK

WILLIAMS STREET, Windham, VT

Built 1939 Load: 39.9 t ADT: 910

NEWBURY ROAD

Fair

Over: CONNECTICUT RIVER

VERMONT STATE LINE, Orange, VT

Built 1970 Load: 40.5 t ADT: 2,201

C3048

Fair

Over: LEMON FAIR RIVER

0.9 MI TO JCT W CL2 TH1, Addison, VT

Built 1991 Load: 40.8 t ADT: 218

VT 00100 ML

Fair

Over: HANCOCK BRANCH

0.1 MI S JCT. VT.125, Addison, VT

Built 1979 Load: 40.8 t ADT: 2,000

VT 00122 ML

Fair

Over: MILLER RUN

9.1 MI W JCT US.5, Caledonia, VT

Built 1974 Load: 40.8 t ADT: 490

VT 0005A ALT

Fair

Over: SUTTON RIVER

0.1 MI N JCT US 5, Caledonia, VT

Built 1986 Load: 40.8 t ADT: 1,000

I 00089 ML

Fair

Over: I 89 OVER NECRR & BROOK

0.1 MI N EXIT 11, Chittenden, VT

Built 1964 Load: 40.8 t ADT: 36,300

US 00002 ML

Fair

Over: WINOOSKI RIVER

0.2 MI W JCT. VT.117, Chittenden, VT

Built 1929 Load: 40.8 t ADT: 3,200

VT105,BRIDGE ST

Fair

Over: CONNECTICUT RIVER

VERMONT STATE LINE, Essex, VT

Built 1947 Load: 40.8 t ADT: 981

VT 00073 ML

Fair

Over: VT 73 OVER VT RR

1.0 MI W JCT. U.S.7 N, Rutland, VT

Built 1988 Load: 40.8 t ADT: 1,200

C3ARM

Fair

Over: THATCHER BROOK

0.04 MI TO JCT W UNION, Washington, VT

Built 1960 Load: 40.8 t ADT: 300

VT 0100B ALT

Fair

Over: MAD RIVER

2.3 MI S JCT. U.S.2, Washington, VT

Built 1967 Load: 40.8 t ADT: 2,700

VT 00017 ML

Fair

Over: MILL BROOK

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

Built 1947 Load: 40.8 t ADT: 1,100

NH 10A,WHEELOCK ST

Fair

Over: CONNECTICUT RIVER

0.1 MI FROM VERMONT SL, Windsor, VT

Built 1998 Load: 40.8 t ADT: 13,460

C2003

Fair

Over: LEWIS CREEK

0.3 MI TO JCT W VT116, Addison, VT

Built 1967 Load: 41.7 t ADT: 250

TR 01 FAS 198

Fair

Over: LEWIS CREEK

0.8 MI E JCT. U.S.7, Addison, VT

Built 1958 Load: 41.7 t ADT: 2,300

TR 01 FAS 131

Fair

Over: INDIAN RIVER

6.5 MI W JCT. VT.30, Bennington, VT

Built 1924 Load: 41.7 t ADT: 450

VT 0007A ALT

Fair

Over: ROARING BROOK

0.8 MI N JCT. VT.313, Bennington, VT

Built 1985 Load: 41.7 t ADT: 4,000

VT 00105 ML

Fair

Over: NULHEGAN RIVER

7.6 MI W JCT. VT.102, Essex, VT

Built 1979 Load: 41.7 t ADT: 700

VT 00207 ML

Fair

Over: MISSISQUOI RIVER

0.5 MI S JCT. VT.78, Franklin, VT

Built 1976 Load: 41.7 t ADT: 2,800

VT 00012 ML

Fair

Over: LAKE ELMORE OUTLET

4.3 MI S JCT. VT.15A, Lamoille, VT

Built 1934 Load: 41.7 t ADT: 1,200

C3028

Fair

Over: BEETLE BROOK

0.55 MI TO JCT W VT100, Orleans, VT

Built 1960 Load: 41.7 t ADT: 420

US 00005 ML

Fair

Over: BARTON RIVER

0.9 MI N JCT. VT.16, Orleans, VT

Built 1924 Load: 41.7 t ADT: 2,100

US 00004 ML

Fair

Over: ROARING BROOK

1.9 MI E JCT. VT.100 N, Rutland, VT

Built 1953 Load: 41.7 t ADT: 4,900

C2001

Fair

Over: WINOOSKI RIVER

0.01 MI TO JCT W US2, Washington, VT

Built 1927 Load: 41.7 t ADT: 1,500

C3024

Fair

Over: TURKEY MOUNTAIN BRK.

AT JCT TH 24 & TH 18, Windham, VT

Built 1979 Load: 41.7 t ADT: 10

C3056

Fair

Over: MID. BR WILLIAMS RIVER

0.07 MI TO JCT W VT11, Windsor, VT

Built 1974 Load: 41.7 t ADT: 10

C3026

Fair

Over: BLACK RIVER

0.01 MI TO JCT W VT103, Windsor, VT

Built 1939 Load: 41.7 t ADT: 750

VT 00011 ML

Fair

Over: MID. BR WILLIAMS RIVER

2.4 MI E JCT VT 121, Windsor, VT

Built 1929 Load: 41.7 t ADT: 3,100

I 00089 ML

Fair

Over: I 89 OVER TH3 & NECR

1.3 MI N EXIT 2, Windsor, VT

Built 1968 Load: 41.7 t ADT: 15,800

I 00091 ML

Fair

Over: OTTAUQUECHEE RIVER

3.5 MI S I 91-I 89 INTERS, Windsor, VT

Built 1966 Load: 41.7 t ADT: 19,800

I 00091 ML

Fair

Over: OTTAUQUECHEE RIVER

3.5 MI S I 91-I 89 INTERS, Windsor, VT

Built 1966 Load: 41.7 t ADT: 19,800

C3017

Fair

Over: GREEN RIVER

0.1 MI JCT TH17 & TH 1, Bennington, VT

Built 1939 Load: 42.6 t ADT: 60

US 00002 ML

Fair

Over: MOOSE RIVER

0.1 MI W JCT VT.18, Caledonia, VT

Built 1929 Load: 42.6 t ADT: 5,900

I 00091 ML

Fair

Over: I 91 OVER TH NO 68

2.8 MI N EXIT 20, Caledonia, VT

Built 1975 Load: 42.6 t ADT: 8,800

C2006

Fair

Over: OMPOMPANOOSUC RIVER

0.2 MI TO JCT W VT113, Orange, VT

Built 1836 Load: 42.6 t ADT: 1,250

C3041

Fair

Over: WILD BRANCH

0.2 MI TO JCT CL1 TH3, Orleans, VT

Built 1993 Load: 42.6 t ADT: 50

VT 00242 ML

Fair

Over: JAY BRANCH

3.3 MI W JCT 101, Orleans, VT

Built 1934 Load: 42.6 t ADT: 1,600

C3111

Fair

Over: FALLS BROOK

0.2 MI TO JCT W US4, Rutland, VT

Built 1974 Load: 42.6 t ADT: 10

US 00002 ML

Fair

Over: WINOOSKI RIVER

0.5 MI W JCT VT.12 S, Washington, VT

Built 1958 Load: 42.6 t ADT: 6,800

C3006

Fair

Over: SAXTONS RIVER

0.04 MI TO JCT W VT121, Windham, VT

Built 1939 Load: 42.6 t ADT: 50

C3041

Fair

Over: COOK BROOK

0.7 MI W JCT VT 100, Windham, VT

Built 1982 Load: 42.6 t ADT: 125

VT 00112 ML

Fair

Over: E. BR. OF NORTH RIVER

1.0 MI S JCT. VT.100, Windham, VT

Built 1939 Load: 42.6 t ADT: 1,700

C3007

Fair

Over: GREENDALE BROOK

3.41 MI TO JCT W VT100, Windsor, VT

Built 1940 Load: 42.6 t ADT: 10

C2006

Fair

Over: LEWIS CREEK

0.17 MI TO JCT W C3 TH19, Addison, VT

Built 1975 Load: 43.5 t ADT: 350

Showing 1,151-1,200 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.