State profile · Near national median SD

Illinois bridge safety

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

27,743
Public bridges
41.2%
Good condition
7.9%
Poor condition
7.9%
Structurally deficient

Total Bridges

27,743

Public highway bridges in Illinois

Good Condition

41.2%

11,426 bridges rated 7-9

-8.8pp vs 50% benchmark

Poor Condition

7.9%

2,186 bridges rated 0-4

Structurally Deficient

7.9%

2,186 bridges flagged for repair priority

0.9pp vs national avg 7.0%

Illinois vs national bridge condition

Illinois — Good condition share 41.2%
National avg

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

Illinois — Structurally deficient share 26.3%
National avg

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

Illinois 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 Illinois on the same metric.

44

Rhode Island

7.69% top marginal rate
Structure
Progressive
Burden @ $100K
$78

31

Nebraska

7.73% top marginal rate
Structure
Progressive
Burden @ $100K
$15,571
Selected

17

Illinois

7.88% top marginal rate
Structure
Progressive
Burden @ $100K
$27,743

25

Massachusetts

7.96% top marginal rate
Structure
Progressive
Burden @ $100K
$5,314

29

Missouri

8.53% top marginal rate
Structure
Progressive
Burden @ $100K
$24,654

Bridges Needing Most Attention in Illinois

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

All Bridges in Illinois

TR-6

Structurally Deficient

Over: EAST FORK KASKASKIA

1.5 MI NW FAIRMAN, Marion, IL

Built 1961 ADT: 75

TR-213

Structurally Deficient

Over: LOST CREEK

1 MI N SANDOVAL, Marion, IL

Built 1972 ADT: 25

TR-445A

Structurally Deficient

Over: ICG RR

2.5 MI S HELM, Marion, IL

Built 1909 ADT: 10

ILL 117

Structurally Deficient

Over: SOUTH BR CROW CREEK

6.75 MI S OF ILL 17, Marshall, IL

Built 1932 ADT: 650

TR 208

Structurally Deficient

Over: SLEEPY HOLLOW DITCH

4 SW OF MASON CITY, Mason, IL

Built 1986 ADT: 25

TR 82

Structurally Deficient

Over: ICG RR

3 MI.S.BIG BAY STA., Massac, IL

Built 1900 ADT: 25

TR 225

Structurally Deficient

Over: E.F. LAMOINE RIVER

CTR-11-T5NRN4W, McDonough, IL

Built 1900 ADT: 125

WHITE OAKS RD

Structurally Deficient

Over: W BRANCH PISCASAW CR

1.8 MI N PERKINS RD, McHenry, IL

Built 1947 ADT: 50

VANDER KARR RD

Structurally Deficient

Over: BR OF NIPPERSINK CR

2 MI E OF IL 47, McHenry, IL

Built 1981 ADT: 1,550

LAKE VIEW DRIVE

Structurally Deficient

Over: ISLAND LAKE

N OF ILL 176, McHenry, IL

Built 1975 ADT: 450

TR 218

Structurally Deficient

Over: CAMP CREEK

SE-16-T15N,R2W, Mercer, IL

Built 1983 ADT: 75

CH 12

Structurally Deficient

Over: DRAINAGE CANAL

0.1 M W VALMEYER C L, Monroe, IL

Built 1935 ADT: 400

TR 167 A

Structurally Deficient

Over: FAWN CREEK

4.1 M W OF WITT, Montgomery, IL

Built 1900 ADT: 25

TR 457

Structurally Deficient

Over: DRY FORK CRK.

4.6 MI S FILLMORE, Montgomery, IL

Built 1954 ADT: 50

TR 314

Structurally Deficient

Over: MDL FK SHOAL CR

4.2 M NW WENONAH, Montgomery, IL

Built 1969 ADT: 75

TR 260

Structurally Deficient

Over: CONOVER CREEK

3.5 MI E LITERBERRY, Morgan, IL

Built 1955 ADT: 25

TR 137

Structurally Deficient

Over: B&N RR

.5 M N J'VILLE, Morgan, IL

Built 1900 ADT: 50

SO SECOND STREET

Structurally Deficient

Over: KYTE CREEK

ROCHELLE S 2ND ST, Ogle, IL

Built 1975 ADT: 125

TR 330

Structurally Deficient

Over: HOG CREEK

0.1 MI S FAS 867, Perry, IL

Built 1940 ADT: 25

TR 69A

Structurally Deficient

Over: MIDDLE FK MCKEE TR1B

4.0 MI SW PERRY, Pike, IL

Built 1920 ADT: 50

UNION ST

Structurally Deficient

Over: SPRING CREEK

NEBO S CORP LIMITS, Pike, IL

Built 1941 ADT: 150

TR-261

Structurally Deficient

Over: BONPAS CREEK

2.25 MI NW BERRYVL, Richland, IL

Built 1909 ADT: 25

WERNER RD/ FAU 925

Structurally Deficient

Over: SOUTHERN RR

0.3 MI E 74 ST, St. Clair, IL

Built 1960 ADT: 525

FAS 1372-CH 13

Structurally Deficient

Over: CAMP RUN CREEK

NW COR-17-T12NR7E, Stark, IL

Built 1959 ADT: 650

CANDLEWOOD LN

Structurally Deficient

Over: FARM CREEK

CTR-23-T26NR3W, Tazewell, IL

Built 1894 ADT: 150

TR-259

Structurally Deficient

Over: SKILLET FORK

2 MI SW ORCHARDVILLE, Wayne, IL

Built 1909 ADT: 25

TR-287A

Structurally Deficient

Over: LITTLE DRY FORK

6 MI N SIMS, Wayne, IL

Built 1940 ADT: 25

TR 231

Structurally Deficient

Over: NEWTON BRANCH

2.5 MI SE MT ERIE, Wayne, IL

Built 1999 ADT: 25

TR-627

Structurally Deficient

Over: POND CREEK

4.5 MI S GOLDEN GATE, Wayne, IL

Built 1984 ADT: 35

TR-15

Structurally Deficient

Over: CREEK

5 MI SW GRAYVILLE, White, IL

Built 1958 ADT: 25

TR-291

Structurally Deficient

Over: DRAINAGE DITCH

4 MI W RISING SUN, White, IL

Built 1930 ADT: 150

HIGHLAND RD

Structurally Deficient

Over: BLACK WALNUT CREEK

0.2 MI N PAULING RD, Will, IL

Built 1978 ADT: 200

ROSCOE RD

Structurally Deficient

Over: ROCK RIVER

0.2 MI. W. IL 251, Winnebago, IL

Built 1967 ADT: 10,700

FAS 363 CH 7

Structurally Deficient

Over: PANTHER CREEK

4.5 MI SW SECOR, Woodford, IL

Built 1979 ADT: 525

FAS 363 CH 7

Structurally Deficient

Over: PANTHER CR OVERFLOW

4.6 MI SW SECOR, Woodford, IL

Built 1979 ADT: 525

MOOSE RD - TR 240

Structurally Deficient

Over: WILSON CREEK

NE-35-T3NR2E, Fulton, IL

Built 1935 Load: 1.3 t ADT: 10

TR 10-B

Structurally Deficient

Over: KING CREEK

W EDGE OF MINERAL, Bureau, IL

Built 1899 Load: 1.6 t ADT: 10

TR-6

Structurally Deficient

Over: DRAINAGE DITCH

3.5 MI NE DIETERICH, Effingham, IL

Built 1909 Load: 1.6 t ADT: 25

TR208K(TWIN BRIDGE

Structurally Deficient

Over: BIG CREEK

NE EDGE MT ZION, Macon, IL

Built 1967 Load: 1.9 t ADT: 375

TR-290

Structurally Deficient

Over: Martinton Ditch #3

1MI E MARTINTON, Iroquois, IL

Built 1959 Load: 2.3 t ADT: 175

TR 343

Structurally Deficient

Over: S. FORK SANGAMON R.

8 W OF ROSAMOND, Christian, IL

Built 1900 Load: 2.6 t ADT: 25

BROOKWOOD DR

Structurally Deficient

Over: BUTTERFIELD CREEK

2600 W 19700S P21, Cook, IL

Built 1963 Load: 2.9 t ADT: 250

TR-175

Structurally Deficient

Over: CREEK

1 MI N COWLING, Wabash, IL

Built 1909 Load: 2.9 t ADT: 25

TR 620 A

Structurally Deficient

Over: STREAM

3 MI NE MT ERIE, Wayne, IL

Built 2009 Load: 2.9 t ADT: 10

TR 15

Structurally Deficient

Over: STREAM

5.5 MI N MT ERIE, Wayne, IL

Built 2009 Load: 2.9 t ADT: 25

TR-304

Structurally Deficient

Over: LITTLE SALT CREEK

3 MI NW DIETERICH, Effingham, IL

Built 1909 Load: 3.6 t ADT: 50

IMBS STATION RD

Structurally Deficient

Over: PRAIRIE DUPONT CK

2.0 MI W IL 163, St. Clair, IL

Built 1997 Load: 3.6 t ADT: 900

TR 307

Structurally Deficient

Over: Adams Creek

E. EDGE OF DEPUE, Bureau, IL

Built 1950 Load: 3.9 t ADT: 50

TR 343

Structurally Deficient

Over: S. FORK SANGAMON R.

8 W OF ROSAMOND, Christian, IL

Built 1900 Load: 3.9 t ADT: 25

TR 25

Structurally Deficient

Over: DRAINAGE DITCH

2 MI N OF OREANA, Macon, IL

Built 1985 Load: 3.9 t ADT: 50

Showing 27,101-27,150 of 27,743 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.