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

CR 30

Poor

Over: PARCHMENT CREEK

0.03 MI WEST OF CR 30/5, Jackson, WV

Built 1971 Load: 14.5 t ADT: 750

CR 17/15

Poor

Over: DINGESS RUN

0.01 MI WEST OF WV 17, Logan, WV

Built 1938 Load: 14.5 t ADT: 40

CR 3/2

Poor

Over: GEORGE BRANCH

0.01 Mi. S. Of P&F 821, McDowell, WV

Built 1992 Load: 14.5 t ADT: 150

MON CO RT 15/1

Poor

Over: RT BR OF MIRACLE RUN

0.12 MI SOUTH CO RT 15, Monongalia, WV

Built 1930 Load: 14.5 t ADT: 50

MON CO RT. 68/7

Poor

Over: KNOCKING RUN

0.02 MI EAST CO RT 7/40, Monongalia, WV

Built 1912 Load: 14.5 t ADT: 1,200

WV 09 F

Poor

Over: SLEEPY CREEK

0.22 MI W OF CR 1/6 SLS, Morgan, WV

Built 1900 Load: 14.5 t ADT: 3,200

CR 13/13 (SLS)

Poor

Over: SOUTH FORK SLEEPY CREEK

0.01 MI N OF CR 13 SLS, Morgan, WV

Built 1914 Load: 14.5 t ADT: 10

County Route 39

Poor

Over: Little Wheeling Creek

0.06 mi. East jct US 40, Ohio, WV

Built 1932 Load: 14.5 t ADT: 1,300

US 220

Poor

Over: PETERS RUN

1.15 MI. S. OF CR 220/9, Pendleton, WV

Built 1918 Load: 14.5 t ADT: 2,000

WV ROUTE 72

Poor

Over: PRINGLE RUN

2.19 MI SOUTH ALT RT 72, Preston, WV

Built 1936 Load: 14.5 t ADT: 950

CR 6/4

Poor

Over: BONDS CREEK

0.04 MI S OF CR 6, Ritchie, WV

Built 1913 Load: 14.5 t ADT: 20

CR 74/9

Poor

Over: BUCK RUN

0.68 MI. E. OF CR 50/24, Ritchie, WV

Built 1924 Load: 14.5 t ADT: 150

COUNTY ROUTE 20/6

Poor

Over: TURKEY RUN

0.15 MI W CO 4/8, Upshur, WV

Built 1920 Load: 14.5 t ADT: 100

West Virginia 7

Poor

Over: Scheidler Run

0.02 mi. West jct CR 7/7, Wetzel, WV

Built 1926 Load: 14.5 t ADT: 1,600

County Route 80

Poor

Over: North Fork Fishing Creek

0.01 mi. South jct CR15, Wetzel, WV

Built 1917 Load: 14.5 t ADT: 50

COUNTY ROAD 17/4

Poor

Over: SOUTH FK. OF LEE CREEK

0.03 MI. E. OF CR. 17, Wood, WV

Built 1924 Load: 14.5 t ADT: 10

COUNTY ROUTE 26

Poor

Over: LEFT FORK STILLWELL CK

0.09 MI. E OF JCT CR 24, Wood, WV

Built 1927 Load: 14.5 t ADT: 90

CR 6

Poor

Over: CLEAR FORK

0.03 MI W OF CR 6/1, Wyoming, WV

Built 1917 Load: 14.5 t ADT: 550

FR 810

Poor

Over: S BRANCH POTOMAC RIVER

6 MILES N OF UPPER TRACT, Pendleton, WV

Built 1977 Load: 14.9 t ADT: 100

12TH STREET

Poor

Over: FOURPOLE CREEK

0.01 MI S OF WASH. BLVD, Cabell, WV

Built 1927 Load: 15.4 t ADT: 7,000

WEST FIFTH STREET

Poor

Over: FOURPOLE CREEK

0.01 MI SOUTH OF MEM BLVD, Cabell, WV

Built 1921 Load: 15.4 t ADT: 2,100

COUNTY ROUTE 16/10

Poor

Over: ROCKCAMP FK OF BELLS CK

0.50 MI N OF CR 81, Clay, WV

Built 1983 Load: 15.4 t ADT: 20

DODD CO RT 50/30

Poor

Over: MIDDLE ISLAND CREEK

0.05 MI WEST WV RT 18, Doddridge, WV

Built 1929 Load: 15.4 t ADT: 2,600

COUNTY ROAD 03 SLS

Poor

Over: LUNICE CREEK

0.01 MI N OF CR 42/12 SLS, Grant, WV

Built 1971 Load: 15.4 t ADT: 750

CR 50/2

Poor

Over: FOURMILE CREEK

0.05 MI WEST OF CR 50, Lincoln, WV

Built 1978 Load: 15.4 t ADT: 10

CR 9/3

Poor

Over: ALDRICH CREEK

0.14 MI EAST OF US 119, Logan, WV

Built 1939 Load: 15.4 t ADT: 900

MARION CO RT 17/18

Poor

Over: PAW PAW CREEK

0.01 MI WEST CO RT 17, Marion, WV

Built 1925 Load: 15.4 t ADT: 50

CR 120

Poor

Over: BLUESTONE RIVER

0.02 MI N OF CR 20/20, Mercer, WV

Built 1949 Load: 15.4 t ADT: 500

US 50 T

Poor

Over: NEW CREEK

0.01 MI E OF WV 972 F, Mineral, WV

Built 1931 Load: 15.4 t ADT: 1,400

COUNTY ROUTE 39/23

Poor

Over: LITTLE LAUREL CREEK

0.02 Miles E. of CR 39/18, Nicholas, WV

Built 1950 Load: 15.4 t ADT: 20

CR 1/8

Poor

Over: CLEAR FORK

0.01 MI E OF CR 1/23, Raleigh, WV

Built 1979 Load: 15.4 t ADT: 350

RANDOLPH CR 219/12

Poor

Over: KINGS RUN

0.18 MILES N JCT US 219, Randolph, WV

Built 1915 Load: 15.4 t ADT: 200

TAYLOR CO RTE 3/5

Poor

Over: HUSTEAD FORK

0.03 MI SOUTH CO RT 3/7, Taylor, WV

Built 1940 Load: 15.4 t ADT: 50

COUNTY ROUTE 3/8

Poor

Over: LEFT FORK HOLLY RIVER

0.01 MI W CO 3, Webster, WV

Built 1938 Load: 15.4 t ADT: 50

CR 28

Poor

Over: CONRAD RUN

0.30 MI NORTH WV 14, Wirt, WV

Built 1966 Load: 15.4 t ADT: 40

COUNTY ROUTE 51

Poor

Over: STRAIGHT CREEK

0.02 MILE SOUTH OF CR 3, Wirt, WV

Built 1983 Load: 15.4 t ADT: 300

COUNTY ROUTE 13/6

Poor

Over: GREEN VALLEY RUN

0.01 MI. S. OF CR. 13, Wood, WV

Built 1968 Load: 15.4 t ADT: 10

FR 44

Poor

Over: LITTLE RIVER

7.8 MILES N OF DURBIN, Pocahontas, WV

Built 1955 Load: 15.9 t ADT: 50

WV ROUTE 4 F

Poor

Over: ELK RIVER

0.06 MI N OF CO 13/3 SLS, Braxton, WV

Built 1935 Load: 16.3 t ADT: 1,900

COUNTY ROUTE 9

Poor

Over: RIGHT FORK STEER CREEK

0.03 MI S OF CO 9/2, Braxton, WV

Built 1949 Load: 16.3 t ADT: 400

COUNTY ROUTE 15

Poor

Over: PAINT CREEK

0.52 Miles N. of CR 15/9, Fayette, WV

Built 1925 Load: 16.3 t ADT: 40

HARRISON CO RT 5/7

Poor

Over: TENMILE CREEK

0.30 MI WEST CO RT 5, Harrison, WV

Built 1924 Load: 16.3 t ADT: 150

HARR CO RT 20/84

Poor

Over: TENMILE CREEK

0.01 MI EAST WV RT 20, Harrison, WV

Built 1925 Load: 16.3 t ADT: 50

CR. 42

Poor

Over: SUGAR CREEK

0.15 MI.S. CR. 42/8, Jackson, WV

Built 1960 Load: 16.3 t ADT: 300

CEDAR LAKES ROAD

Poor

Over: MILL CREEK

0.01 MILE EAST OF CR 25, Jackson, WV

Built 1955 Load: 16.3 t ADT: 75

CR 46

Poor

Over: ELK TWOMILE CREEK

0.86 MI E OF CR 46/1, Kanawha, WV

Built 1924 Load: 16.3 t ADT: 1,100

CR 83/3

Poor

Over: PAINT CREEK

0.03 MI S OF CR 83, Kanawha, WV

Built 1921 Load: 16.3 t ADT: 300

LOUDEN HEIGHTS RD.

Poor

Over: FORK OF PORTERS HOLLOW

1.40 MI S OF WV 61 F, Kanawha, WV

Built 1924 Load: 16.3 t ADT: 2,500

CR 110/20

Poor

Over: GUYANDOTTE SIDE CHANNEL

0.05 MI N. OF CR 119/26, Logan, WV

Built 1954 Load: 16.3 t ADT: 30

MARION CO 73/6

Poor

Over: PRICKETT CREEK

0.02 MI NORTH CO RT 73/19, Marion, WV

Built 1923 Load: 16.3 t ADT: 650

Showing 6,601-6,650 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.