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 00100 ML

Fair

Over: BLACK RIVER

0.8 MI N JCT. VT.100A, Windsor, VT

Built 1961 Load: 24.5 t ADT: 1,100

TR 03 FAS 125

Fair

Over: S. BR. WILLIAMS RIVER

0.5 MI S JCT. VT.11, Windsor, VT

Built 1949 Load: 24.5 t ADT: 680

VT 00131 ML

Fair

Over: BROOK

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

Built 1938 Load: 24.5 t ADT: 3,700

VT 00012 ML

Fair

Over: CAMP BROOK

2.0 MI N JCT. VT.107 E, Windsor, VT

Built 1928 Load: 24.5 t ADT: 3,800

VT 00100 ML

Fair

Over: WHITE RIVER

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

Built 1953 Load: 25.4 t ADT: 1,200

C3011

Fair

Over: PASSUMPSIC RIVER

0.2 MI E JCT US RTE 5, Caledonia, VT

Built 1928 Load: 25.4 t ADT: 650

C3013

Fair

Over: ROUNDY BROOK

0.6 MI JCT TH 13 + TH 29, Caledonia, VT

Built 1928 Load: 25.4 t ADT: 100

VT 00015 ML

Fair

Over: ROARING BROOK

7.1 MI E JCT. VT.128, Chittenden, VT

Built 1938 Load: 25.4 t ADT: 8,100

TR 01 FAS 233

Fair

Over: BROWNS RIVER

3.0 MI E JCT. VT.15, Chittenden, VT

Built 1957 Load: 25.4 t ADT: 3,200

VT 00104 ML

Fair

Over: BEAVER BROOK

2.6 MI N JCT. VT.15, Franklin, VT

Built 1956 Load: 25.4 t ADT: 4,300

VT 00118 ML

Fair

Over: WEST HILL BROOK

2.8 MI N JCT. VT.242, Franklin, VT

Built 1953 Load: 25.4 t ADT: 1,900

C3036

Fair

Over: WEST BRANCH LITTLE RIVER

0.15 MI TO JCT W VT108, Lamoille, VT

Built 1964 Load: 25.4 t ADT: 150

US 00005 ML

Fair

Over: WHEELER BROOK

5.5 MI S JCT. VT.16, Orleans, VT

Built 1955 Load: 25.4 t ADT: 1,300

US 00005 ML

Fair

Over: BROOK

3.2 MI S JCT. VT.16, Orleans, VT

Built 1955 Load: 25.4 t ADT: 1,300

VT 00014 ML

Fair

Over: BLACK RIVER

0.4 MI N JCT. VT.58 E, Orleans, VT

Built 1939 Load: 25.4 t ADT: 2,700

TR 01 FAS 253

Fair

Over: BLACK RIVER

0.4 MI E JCT. VT.14 N, Orleans, VT

Built 1953 Load: 25.4 t ADT: 270

TR 01 FAS 308

Fair

Over: NOTCH BROOK

2.1 MI W JCT. VT.100, Orleans, VT

Built 1928 Load: 25.4 t ADT: 250

VT 00133 ML

Fair

Over: FLOWER BROOK

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

Built 1936 Load: 25.4 t ADT: 1,400

C3054

Fair

Over: SUNNY BROOK

@ JCT W VT12, Washington, VT

Built 1919 Load: 25.4 t ADT: 10

VT 00100 ML

Fair

Over: BROOK

2.5 MI N JCT. VT.17, Washington, VT

Built 1940 Load: 25.4 t ADT: 6,400

CITY BROOK

Fair

Over: GUNNERS BROOK

BROOK STREET, Washington, VT

Built 1929 Load: 25.4 t ADT: 1,600

C2001

Fair

Over: BROAD BROOK

0.06 MI TO JCT W C3 TH17, Windham, VT

Built 1939 Load: 25.4 t ADT: 450

C2001

Fair

Over: WARDSBORO BROOK

0.15 MI TO JCT W C3 TH12, Windham, VT

Built 1926 Load: 25.4 t ADT: 540

VT 00100 ML

Fair

Over: MILL BROOK

0.3 MI N JCT. VT.30 N, Windham, VT

Built 1956 Load: 25.4 t ADT: 2,700

VT 00100 ML

Fair

Over: COOK BROOK

1.7 MI N JCT. VT.30 N, Windham, VT

Built 1956 Load: 25.4 t ADT: 2,700

VT 00106 ML

Fair

Over: MILL BROOK

0.4 MI N JCT. VT.44, Windsor, VT

Built 1949 Load: 25.4 t ADT: 1,100

VT 00011 ML

Fair

Over: FLOOD BROOK

2.2 MI W JCT. VT.100 S, Bennington, VT

Built 1926 Load: 26.3 t ADT: 4,000

TR 01 FAS 211

Fair

Over: HUNTINGTON RIVER

7.0 MI N JCT. VT.17, Chittenden, VT

Built 1939 Load: 26.3 t ADT: 1,700

C3058

Fair

Over: MILES STREAM

0.1 MI JCT TH 58 + TH 4, Essex, VT

Built 1971 Load: 26.3 t ADT: 50

US 00005 ML

Fair

Over: ROARING BROOK

3.0 MI N JCT. VT.25B, Orange, VT

Built 1957 Load: 26.3 t ADT: 3,000

VT 00014 ML

Fair

Over: 2ND BRANCH WHITE R.

3.9 MI S JCT. VT.66, Orange, VT

Built 1927 Load: 26.3 t ADT: 640

TR 03 FAS 247

Fair

Over: WILD BR. LAMOILLE RIVER

2.2 MI W JCT. VT.14, Orleans, VT

Built 1928 Load: 26.3 t ADT: 1,600

C3059

Fair

Over: OTTER CREEK

0.05 MI TO JCT US 7, Rutland, VT

Built 1978 Load: 26.3 t ADT: 400

VT 00030 ML

Fair

Over: POULTNEY RIVER

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

Built 1939 Load: 26.3 t ADT: 2,400

C2001

Fair

Over: GREEN RIVER

0.1 MI TO JCT W CL3 TH14, Windham, VT

Built 1948 Load: 26.3 t ADT: 220

C3023

Fair

Over: GILEAD BROOK

AT JCT TH 23 + TH 7, Windsor, VT

Built 1974 Load: 26.3 t ADT: 20

C3CRS CROSS ST.

Fair

Over: KEDRON BROOK

0.1 MI TO JCT W CL1 TH4, Windsor, VT

Built 1950 Load: 26.3 t ADT: 500

VT 00012 ML

Fair

Over: ALDER MEADOW BROOK

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

Built 1954 Load: 26.3 t ADT: 1,500

TR 01 FAS 188

Fair

Over: BEAVER MEADOW BROOK

3.1 MI E JCT. VT.116, Addison, VT

Built 1940 Load: 27.2 t ADT: 1,900

VT 00030 ML

Fair

Over: METTAWEE RIVER

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

Built 1939 Load: 27.2 t ADT: 2,700

TR 02 FAS 120

Fair

Over: UTLEY BROOK

4.0 MI N JCT. VT.11, Bennington, VT

Built 1934 Load: 27.2 t ADT: 500

C3040

Fair

Over: MOOSE RIVER

0.01 MI TO JCT W US2, Caledonia, VT

Built 1926 Load: 27.2 t ADT: 250

US 00002 ML

Fair

Over: MOOSE RIVER

0.9 MI E JCT U.S.5 N, Caledonia, VT

Built 1931 Load: 27.2 t ADT: 5,800

VT 00016 ML

Fair

Over: GREENSBORO BROOK

3.3 MI N JCT. VT.15, Caledonia, VT

Built 1952 Load: 27.2 t ADT: 2,500

TR 01 FAS 209

Fair

Over: WINOOSKI RIVER

0.3 MI S JCT. U.S.2, Chittenden, VT

Built 1928 Load: 27.2 t ADT: 5,500

VT 0002A ALT

Fair

Over: ALLEN BROOK

0.8 MI NO. JCT. U.S.2, Chittenden, VT

Built 1936 Load: 27.2 t ADT: 12,800

C2001

Fair

Over: HALLS STREAM

0.15 MI TO JCT W VT25, Essex, VT

Built 1931 Load: 27.2 t ADT: 240

VT 00108 ML

Fair

Over: THE BRANCH

1.8 MI N JCT. VT.36, Franklin, VT

Built 1952 Load: 27.2 t ADT: 1,900

TR 02 FAS 308

Fair

Over: WADE BROOK

3.8 MI E JCT. VT.118, Franklin, VT

Built 1927 Load: 27.2 t ADT: 250

VT 00129 ML

Fair

Over: ISLE LAMOTTE PASSAGE

3.0 MI W JCT. U.S.2, Grand Isle, VT

Built 1955 Load: 27.2 t ADT: 1,600

Showing 801-850 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.