State profile · Above national median SD

West Virginia bridge safety

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

7,679
Public bridges
22.4%
Good condition
16.0%
Poor condition
16.0%
Structurally deficient

Total Bridges

7,679

Public highway bridges in West Virginia

Good Condition

22.4%

1,717 bridges rated 7-9

-27.6pp vs 50% benchmark

Poor Condition

16.0%

1,230 bridges rated 0-4

Structurally Deficient

16.0%

1,230 bridges flagged for repair priority

9.0pp vs national avg 7.0%

West Virginia vs national bridge condition

West Virginia — Good condition share 22.4%
National avg

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

West Virginia — Structurally deficient share 53.4%
National avg

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

West Virginia 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 West Virginia on the same metric.

23

Maine

13.23% top marginal rate
Structure
Progressive
Burden @ $100K
$771

66

Guam

15.25% top marginal rate
Structure
Progressive
Burden @ $100K
$59
Selected

54

West Virginia

16.02% top marginal rate
Structure
Progressive
Burden @ $100K
$7,679

46

South Dakota

16.24% top marginal rate
Structure
Progressive
Burden @ $100K
$5,905

19

Iowa

20.01% top marginal rate
Structure
Progressive
Burden @ $100K
$20,753

Bridges Needing Most Attention in West Virginia

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

All Bridges in West Virginia

COUNTY ROUTE 9 SLS

Poor

Over: BUCKHANNON RIVER

0.08 MI N OF CO RT 9/25, Upshur, WV

Built 1935 Load: 20.9 t ADT: 4,200

CR 41

Poor

Over: SPRUCE CREEK

1.41 MI NORTH OF CR 41/1, Wayne, WV

Built 1910 Load: 20.9 t ADT: 250

County Route 9/2

Poor

Over: Sugar Run

0.03 mi. South jct CR 9, Wetzel, WV

Built 1922 Load: 20.9 t ADT: 10

COUNTY ROUTE 47/1

Poor

Over: DRY RUN

0.05 MILE W OF CR 50/1, Wood, WV

Built 1950 Load: 20.9 t ADT: 150

CR 97/5

Poor

Over: ROCKCASTLE CREEK

0.03 MI S OF WV 10, Wyoming, WV

Built 1989 Load: 20.9 t ADT: 150

COUNTY ROUTE 13/1

Poor

Over: PECKS RUN

0.69 MI S CO 11/4, Barbour, WV

Built 1914 Load: 21.8 t ADT: 30

COUNTY ROUTE 15

Poor

Over: MILL CREEK

0.25 MI E OF CO 48, Barbour, WV

Built 1913 Load: 21.8 t ADT: 30

CR 23 SLS

Poor

Over: TILLHANCE CREEK

0.14 MI E OF CR 9/25 SLS, Berkeley, WV

Built 1936 Load: 21.8 t ADT: 600

CR 1

Poor

Over: FALLING ROCK CREEK

0.02 MI W OF CR 1/1, Boone, WV

Built 1929 Load: 21.8 t ADT: 1,100

WV 10

Poor

Over: UPPER HEATH CREEK

0.14 MI SOUTH OF CR 42, Cabell, WV

Built 1950 Load: 21.8 t ADT: 4,300

CR 22

Poor

Over: SEVENMILE CREEK

0.01 MI. SOUTH OF CR 11, Cabell, WV

Built 1979 Load: 21.8 t ADT: 50

CR 29

Poor

Over: TRACE CREEK

0.01 MI NORTH OF CR 47/1, Cabell, WV

Built 1926 Load: 21.8 t ADT: 250

CR 11

Poor

Over: L FK WEST FK L KANAWHA R

0.39 MI E CR 11/5, Calhoun, WV

Built 1926 Load: 21.8 t ADT: 150

WV 16

Poor

Over: MIDDLE CREEK

1.43 MI N OF CR 17, Clay, WV

Built 1944 Load: 21.8 t ADT: 1,500

DODDRIDGE CO RT 11

Poor

Over: ARNOLD CREEK

0.01 MI SOUTH CR 11/4, Doddridge, WV

Built 1920 Load: 21.8 t ADT: 200

DODD CO RT 58

Poor

Over: MEATHOUSE FORK

0.14 MI SOUTH CO RT 25, Doddridge, WV

Built 1926 Load: 21.8 t ADT: 250

DODD CO RT 50/74

Poor

Over: DOE RUN

0.02 MI EAST CO RT 50/30, Doddridge, WV

Built 1914 Load: 21.8 t ADT: 100

COUNTY ROUTE 85/13

Poor

Over: KEENEY CREEK

0.01 Miles S. of CR 85/2, Fayette, WV

Built 1976 Load: 21.8 t ADT: 30

COUNTY ROUTE 17

Poor

Over: SPRUCE RUN

0.01 MI S OF CO 30, Gilmer, WV

Built 1920 Load: 21.8 t ADT: 400

US 60

Poor

Over: SEWELL CREEK

0.11 Miles W. of CR 60/32, Greenbrier, WV

Built 1925 Load: 21.8 t ADT: 4,200

West Virginia 8

Poor

Over: North Fork Tomlinson Run

0.07 mi. North jct CR 5, Hancock, WV

Built 1926 Load: 21.8 t ADT: 2,500

HARRISON CO RT 5

Poor

Over: TENMILE CREEK

0.33 MI NORTH US RT 50, Harrison, WV

Built 1922 Load: 21.8 t ADT: 500

HARRISON CO RT 6

Poor

Over: JONES CREEK

0.01 MI NORTH CR 20/7, Harrison, WV

Built 1920 Load: 21.8 t ADT: 250

HARRISON CO RT 6

Poor

Over: SHINN RUN

0.02 MI NORTH CR 8, Harrison, WV

Built 1921 Load: 21.8 t ADT: 250

HARRISON CO RT 7

Poor

Over: KATY LICK RUN

0.03 MI SOUTH CO RT 7/11, Harrison, WV

Built 1913 Load: 21.8 t ADT: 750

US 19

Poor

Over: WEST FORK RIVER

0.07 MI SOUTH WV RT 20, Harrison, WV

Built 1934 Load: 21.8 t ADT: 8,300

HARRISON CO RT 25

Poor

Over: BROWNS CREEK

0.12 MI SOUTH CO RT 25/10, Harrison, WV

Built 1921 Load: 21.8 t ADT: 1,200

HARRISON CO RT 29

Poor

Over: PATTERSON FORK

0.28 MI NORTH CO RT 29/2, Harrison, WV

Built 1910 Load: 21.8 t ADT: 2,200

HARRISON CO RT 52

Poor

Over: ROOTING CREEK

0.01 MI SOUTH CO RT 52/1, Harrison, WV

Built 1921 Load: 21.8 t ADT: 200

COUNTY ROUTE 15

Poor

Over: PARCHMENT CREEK

0.22 MILE S OF CR 32/7, Jackson, WV

Built 1950 Load: 21.8 t ADT: 200

COUNTY ROUTE 21

Poor

Over: GRASSLICK CREEK

0.63 MILE NORTH OF WV 34, Jackson, WV

Built 1929 Load: 21.8 t ADT: 2,100

COUNTY ROUTE 21

Poor

Over: GRASSLICK CREEK

0.29 M SOUTH OF CR 21/30, Jackson, WV

Built 1929 Load: 21.8 t ADT: 2,100

COUNTY ROUTE 21

Poor

Over: GRASSLICK RUN

0.51 M SOUTH OF CR 21/28, Jackson, WV

Built 1923 Load: 21.8 t ADT: 2,100

CR 59

Poor

Over: THOROFARE RUN

0.98 MI N OF US 119 (T), Kanawha, WV

Built 1940 Load: 21.8 t ADT: 950

COUNTY ROUTE 12

Poor

Over: SMITH CREEK

0.80 MI E OF CR 12/1, Kanawha, WV

Built 1940 Load: 21.8 t ADT: 1,000

US ROUTE 33 F

Poor

Over: WEST FORK RIVER

0.01 MI E OF CO RT 1 SLS, Lewis, WV

Built 1922 Load: 21.8 t ADT: 12,200

COUNTY RTE 119/16

Poor

Over: STONECOAL CREEK

0.32 MI W US 33, Lewis, WV

Built 1912 Load: 21.8 t ADT: 20

CO 12

Poor

Over: ISLAND CREEK

0.04 MI NORTH OF CR 8, Lincoln, WV

Built 1982 Load: 21.8 t ADT: 350

WV 34

Poor

Over: BIG CREEK

0.01 MI. S. OF CR. 34/2, Lincoln, WV

Built 1965 Load: 21.8 t ADT: 1,500

CR 16/5

Poor

Over: BUFFALO CREEK

0.01 MI SOUTH OF CR 16, Logan, WV

Built 1935 Load: 21.8 t ADT: 10

CR 16/6

Poor

Over: BUFFALO CREEK

0.01 MI. W. OF CR. 16, Logan, WV

Built 1976 Load: 21.8 t ADT: 400

WV 17

Poor

Over: BANDMILL HOLLOW

0.06 MI N. OF CR 119/16, Logan, WV

Built 1960 Load: 21.8 t ADT: 1,200

MARION CO RT 1

Poor

Over: WARRIOR FORK

0.09 MI WEST CO RT 1/3, Marion, WV

Built 1926 Load: 21.8 t ADT: 750

MARION CO RT 15/7

Poor

Over: HELENS RUN

0.01 MI NORTH WV 218, Marion, WV

Built 1924 Load: 21.8 t ADT: 50

MARION COUNTY 25/9

Poor

Over: LITTLE PAW PAW CREEK

0.01 MI NORTH CO RT 25, Marion, WV

Built 1925 Load: 21.8 t ADT: 50

MARION CO RT 25

Poor

Over: PAW PAW CREEK

0.01 MI NORTH CO RT 25/5, Marion, WV

Built 1920 Load: 21.8 t ADT: 450

MARION CO RT 54/6

Poor

Over: MILL FALL RUN

0.01 MI SOUTH CO RT 54, Marion, WV

Built 1916 Load: 21.8 t ADT: 300

WV ROUTE 218

Poor

Over: HELENS RUN

0.15 MI NORTH CO RT 52, Marion, WV

Built 1924 Load: 21.8 t ADT: 4,000

WV ROUTE 218

Poor

Over: HELENS RUN

0.34 MI SOUTH CO RT 15/5, Marion, WV

Built 1924 Load: 21.8 t ADT: 4,000

County Route 98/4

Poor

Over: Harts Run

0.01 mi. East jct CR 98, Marshall, WV

Built 1928 Load: 21.8 t ADT: 50

Showing 6,801-6,850 of 7,679 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.