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

VT 00012 ML

Fair

Over: NORTH BRANCH

0.5 MI N JCT. U.S.2, Washington, VT

Built 1972 Load: 55.3 t ADT: 6,500

US 00005 ML

Fair

Over: BROOK

0.1 MI S JCT. VT.9 E, Windham, VT

Built 1959 Load: 55.3 t ADT: 14,600

VT 0007A ALT

Fair

Over: MAD TOM BROOK

4.5 MI N JCT. VT.30 W, Bennington, VT

Built 1959 Load: 56.2 t ADT: 3,000

I 00089 ML

Fair

Over: I 89 OVER TH NO 14

4.8 MI S EXIT 11, Chittenden, VT

Built 1964 Load: 56.2 t ADT: 28,200

VT 00109 ML

Fair

Over: N. BRANCH LAMOILLE R

6.5 MI W JCT. VT.118, Lamoille, VT

Built 1939 Load: 56.2 t ADT: 910

C3012

Fair

Over: RUSSELL BROOK

1.10 MI TO JCT W VT103, Rutland, VT

Built 1939 Load: 56.2 t ADT: 150

US 00004 ML

Fair

Over: US 4 OVER DORR DRIVE

1.3 MI. W JCT. U.S. 7, Rutland, VT

Built 1986 Load: 56.2 t ADT: 11,000

C3029

Fair

Over: BLACK RIVER

0.1 MI TO JCT W VT103, Windsor, VT

Built 1919 Load: 56.2 t ADT: 250

I 00091 ML

Fair

Over: I 91 OVER RAMP C I 91

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

Built 1965 Load: 56.2 t ADT: 19,800

VT 00030 ML

Fair

Over: WINHALL RIVER

1.7 MI N JCT. VT.100 N, Bennington, VT

Built 1938 Load: 57.2 t ADT: 4,300

VT 00100 ML

Fair

Over: NO. BR. HOOSIC RIVER

2.8 MI N MASS.STATE LINE, Bennington, VT

Built 1963 Load: 57.2 t ADT: 1,000

C2008

Fair

Over: DISH MILL BROOK

0.1 MI JCT TH 8 + TH 7, Caledonia, VT

Built 1928 Load: 57.2 t ADT: 200

VT 00105 ML

Fair

Over: EAST BR NULHEGAN RIVER

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

Built 1969 Load: 57.2 t ADT: 700

I 00089 ML

Fair

Over: I 89 OVER NECRR

1.0 MI N EXIT 18, Franklin, VT

Built 1967 Load: 57.2 t ADT: 22,000

I 00089 ML

Fair

Over: I 89 OVER NECRR

1.0 MI N EXIT 18, Franklin, VT

Built 1967 Load: 57.2 t ADT: 22,000

I 00089 ML

Fair

Over: I 89 OVER TH NO 3

3.1 MI S EXIT 21, Franklin, VT

Built 1967 Load: 57.2 t ADT: 10,700

I 00091 ML

Fair

Over: I 91 OVER TH NO 4

4.5 MI S I91 EXIT 17, Orange, VT

Built 1973 Load: 57.2 t ADT: 6,000

C3022

Fair

Over: BARTON RIVER

0.17 MI TO JCT W VT16, Orleans, VT

Built 1993 Load: 57.2 t ADT: 10

C30CL

Fair

Over: CLYDE RIVER

0.25 M TO NEWPORT ST HWY, Orleans, VT

Built 1988 Load: 57.2 t ADT: 185

US 00005 ML

Fair

Over: BARTON RIVER

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

Built 1978 Load: 57.2 t ADT: 2,100

RTE 4

Fair

Over: POULTNEY RIVER

JCT RTE 4 & VT STATE LINE, Rutland, VT

Built 1949 Load: 57.2 t ADT: 7,413

US 00004 ML

Fair

Over: OTTAUQUECHEE RIVER

1.9 MI E JCT. VT.100 S, Windsor, VT

Built 1962 Load: 57.2 t ADT: 4,100

VT 00009 ML

Fair

Over: CITY STREAM

5.2 MI E JCT US 7, Bennington, VT

Built 1959 Load: 58.1 t ADT: 4,100

US 00302 ML

Fair

Over: WELLS RIVER

6.4 MI W JCT. U.S.5 N, Caledonia, VT

Built 1965 Load: 58.1 t ADT: 2,700

FAU VT127

Fair

Over: N.E.C.R.R.

0.31 MI N MANHATTAN DRIVE, Chittenden, VT

Built 1971 Load: 58.1 t ADT: 14,800

I 00089 ML

Fair

Over: I 89 OVER TH NO 3

3.1 MI S EXIT 21, Franklin, VT

Built 1967 Load: 58.1 t ADT: 10,700

I 00089 ML

Fair

Over: I 89 OVER BIKE PATH

0.3 MI S EXIT 21, Franklin, VT

Built 1964 Load: 58.1 t ADT: 10,700

I 00091 ML

Fair

Over: I 91 OVER TH NO 6

0.8 MI N I91 EXIT 16, Orange, VT

Built 1973 Load: 58.1 t ADT: 6,000

US 00004 ML

Fair

Over: MENDON BROOK

4.9 MI E JCT. U.S.7 N, Rutland, VT

Built 1959 Load: 58.1 t ADT: 10,200

C3047

Fair

Over: LOCUST CREEK

0.05 MI TO JCT W C3 TH48, Windsor, VT

Built 1977 Load: 58.1 t ADT: 10

VT 00044 ML

Fair

Over: MILL BROOK

4.6 MI E JCT. VT.106, Windsor, VT

Built 1938 Load: 58.1 t ADT: 1,900

VT 00279 ML

Fair

Over: BROOK

1.71 MI E NY STATE LINE, Bennington, VT

Built 2002 Load: 59.0 t ADT: 7,600

C3044

Fair

Over: ROUNDY BROOK

0.6 MI JCT TH 44 + US 5, Caledonia, VT

Built 1929 Load: 59.0 t ADT: 250

VT 00015 ML

Fair

Over: LAMOILLE RIVER

4.4 MI W JCT. VT.14 N, Lamoille, VT

Built 1983 Load: 59.0 t ADT: 5,100

C3056

Fair

Over: PEACH BROOK

0.2 MI JCT TH 50 + TH 56, Orange, VT

Built 1919 Load: 59.0 t ADT: 150

I 00091 ML

Fair

Over: I 91 OVER TH 50 PUT B

3.1 MI N EXIT 4, Windham, VT

Built 1961 Load: 59.0 t ADT: 11,800

I 00091 ML

Fair

Over: I 91 OVER TH 50&PUT BRK

3.1 MI N EXIT 4, Windham, VT

Built 1961 Load: 59.0 t ADT: 11,800

VT 00011 ML

Fair

Over: BLACK RIVER

0.3 MI WEST JCT U.S.5 S, Windsor, VT

Built 1966 Load: 59.0 t ADT: 10,600

NH123

Fair

Over: CONNECTICUT RIVER

VERMONT STATE LINE, Windham, VT

Built 1910 Load: 59.1 t ADT: 5,698

C3026

Fair

Over: LITTLE OTTER CREEK

0.82 MI TO JCT W C3 TH35, Addison, VT

Built 1919 Load: 59.9 t ADT: 20

VT 00102 ML

Fair

Over: LEACH CREEK

0.4 MI S JCT. VT.114, Essex, VT

Built 1971 Load: 59.9 t ADT: 660

VT 00113 ML

Fair

Over: OMPOMPANOOSUC RIVER

5.6 MI N JCT VT 244, Orange, VT

Built 1939 Load: 59.9 t ADT: 920

TR 01 FAS 130

Fair

Over: MILL BROOK

2.4 MI W JCT. U.S.7, Rutland, VT

Built 1983 Load: 59.9 t ADT: 420

C3035

Fair

Over: FLINT BROOK

0.15 MI TO JCT W C3 TH26, Washington, VT

Built 1919 Load: 59.9 t ADT: 60

C3031

Fair

Over: LILLIESVILLE BROOK

0.6 MI JCT TH 31 + TH 43, Windsor, VT

Built 1930 Load: 59.9 t ADT: 50

I 00091 ML

Fair

Over: WAITS RIVER

0.3 MI N I91 EXIT 16, Orange, VT

Built 1973 Load: 60.8 t ADT: 6,000

TR 08 FAS 317

Fair

Over: CLYDE RIVER

0.2 MI S JCT. U.S.5 N, Orleans, VT

Built 1970 Load: 60.8 t ADT: 3,000

US 00BR4 BUS.

Fair

Over: CLARENDON RIVER

0.5 MI W JCT. VT.3, Rutland, VT

Built 1959 Load: 60.8 t ADT: 12,200

C3049

Fair

Over: NASMITH BROOK

0.6 MI TO JCT W US2, Washington, VT

Built 1969 Load: 60.8 t ADT: 50

VT 00011 ML

Fair

Over: BLACK RIVER

0.8 MI E JCT. VT.106, Windsor, VT

Built 1949 Load: 60.8 t ADT: 7,100

Showing 1,351-1,400 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.