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

ILL 153

Structurally Deficient

Over: MARY'S RIVER

1 MI N OF EDEN, Randolph, IL

Built 1934 Load: 22.4 t ADT: 1,600

TR 26

Structurally Deficient

Over: INDIAN CREEK

2.5 MI NW ARENZVILLE, Cass, IL

Built 1971 Load: 22.7 t ADT: 275

Ramp to NB LL LSD

Structurally Deficient

Over: LAND

500E.AND 200N., Cook, IL

Built 1986 Load: 22.7 t ADT: 4,800

WILCOX ST

Structurally Deficient

Over: ADDISON CR

0.72 M E MANHEIM P20, Cook, IL

Built 1928 Load: 22.7 t ADT: 450

TR 16

Structurally Deficient

Over: STREAM

2.10 MI S. CO. LINE, Iroquois, IL

Built 1964 Load: 22.7 t ADT: 25

TR 261

Structurally Deficient

Over: SWAN CR

NW-19-T8NR2W, Warren, IL

Built 1966 Load: 22.7 t ADT: 50

FIRST ST

Structurally Deficient

Over: OWL CREEK

CITY OF FISHER, Champaign, IL

Built 1970 Load: 23.0 t ADT: 1,250

FAS 1781

Structurally Deficient

Over: BOND BRANCH

1.0 MI N CARLYLE, Clinton, IL

Built 1963 Load: 23.0 t ADT: 950

CARMAN RD

Structurally Deficient

Over: DUGOUT CREEK

N EDGE LOMAX, Henderson, IL

Built 1954 Load: 23.0 t ADT: 2,000

FAS 2368 (CH-S51)

Structurally Deficient

Over: JUDD CREEK

FAS 2368 OV JUDD CR, Marshall, IL

Built 1969 Load: 23.0 t ADT: 150

BAKER RD

Structurally Deficient

Over: JACKSON CR

0.4 MI E US-52, Will, IL

Built 1923 Load: 23.0 t ADT: 75

TR 192A

Structurally Deficient

Over: MOSQUITO CREEK OVRF

2.0 MI N MT AUBURN, Christian, IL

Built 1940 Load: 23.3 t ADT: 100

TR 0128

Structurally Deficient

Over: PANTHER CREEK

1MI W TAYLORVILLE, Christian, IL

Built 1958 Load: 23.3 t ADT: 450

TR 74

Structurally Deficient

Over: GEORGE BRANCH

3MI NW EDINBURG, Christian, IL

Built 1960 Load: 23.3 t ADT: 50

CANAL ST

Structurally Deficient

Over: Land

500W-600S TO 1000S, Cook, IL

Built 1926 Load: 23.3 t ADT: 12,900

HARRISON STREET

Structurally Deficient

Over: UNION STATION TRACKS

600S 360W TO 500W, Cook, IL

Built 1921 Load: 23.3 t ADT: 5,100

CH 3 (CH-S42)

Structurally Deficient

Over: N BRANCH CROW CREEK

T29N-R1W-3PM SEC 21, Marshall, IL

Built 1959 Load: 23.3 t ADT: 75

TR 214

Structurally Deficient

Over: MAUVAISE TERRE CREEK

2.5MISEJACKSONVILLE, Morgan, IL

Built 1969 Load: 23.3 t ADT: 300

MAHER ROAD

Structurally Deficient

Over: BR SPOON RIVER

NW 1/4 18 T11NR6E, Peoria, IL

Built 1930 Load: 23.3 t ADT: 75

FAS 1636

Structurally Deficient

Over: RICHLAND CREEK

1.5 MI. E SALISBURY, Sangamon, IL

Built 1952 Load: 23.3 t ADT: 200

TR 109 B

Structurally Deficient

Over: E. BUREAU CREEK

3 MI. N.E. OF ZEARIN, Bureau, IL

Built 1901 Load: 23.7 t ADT: 25

TR 374

Structurally Deficient

Over: PIKE CREEK

3.5 MI. NE LAMOILLE, Bureau, IL

Built 1960 Load: 23.7 t ADT: 200

WOLF RD

Structurally Deficient

Over: FLAG CREEK

0.04 M S 79TH P10, Cook, IL

Built 1963 Load: 23.7 t ADT: 1,950

TR 48A

Structurally Deficient

Over: STREAM

2760N, 1299E, Ford, IL

Built 1988 Load: 23.7 t ADT: 50

TR 2

Structurally Deficient

Over: STREAM

TR 2 DN SEC 113, Iroquois, IL

Built 1959 Load: 23.7 t ADT: 50

TR-290

Structurally Deficient

Over: Pike Creek

2.25MI S MARTINTON, Iroquois, IL

Built 1965 Load: 23.7 t ADT: 825

TR 239

Structurally Deficient

Over: SPRING CREEK

N 33RD E 050, LaSalle, IL

Built 1964 Load: 23.7 t ADT: 225

FAS 644(CH 55)

Structurally Deficient

Over: OVERFLOW SANGAMON R

3 MI S OF NIANTIC, Macon, IL

Built 1979 Load: 24.0 t ADT: 575

TR 103B (OLD IL 29

Structurally Deficient

Over: IL RIVER TRIB

S EDGE OF MOSSVILLE, Peoria, IL

Built 1919 Load: 24.0 t ADT: 200

COUNTY HIGHWAY 16

Structurally Deficient

Over: TRIB TO HOG CREEK

1.0 MI SO.FAP 841, Perry, IL

Built 1985 Load: 24.0 t ADT: 50

FAS 924

Structurally Deficient

Over: BRADSHAW CR

3 MI SW OF LICK CR, Union, IL

Built 1981 Load: 24.0 t ADT: 2,150

US 30 WB

Structurally Deficient

Over: DES PLAINES RIVER

0.8 M W OF IL 171, Will, IL

Built 1933 Load: 24.0 t ADT: 13,600

CORBIN ST

Structurally Deficient

Over: KENT CREEK

0.15 MI N CUNNINGHAM, Winnebago, IL

Built 1937 Load: 24.0 t ADT: 950

TR 118

Structurally Deficient

Over: COAL CREEK

2 MI SO OF BUDA, Bureau, IL

Built 1970 Load: 24.3 t ADT: 25

TR 269

Structurally Deficient

Over: BEAR CREEK

0.75 MI W. PALMER, Christian, IL

Built 1922 Load: 24.3 t ADT: 50

FAS 788

Structurally Deficient

Over: PRAIRE CREEK

1.0 MI N HOFFMANN, Clinton, IL

Built 1955 Load: 24.3 t ADT: 725

S. CALIFORNIA AVE

Structurally Deficient

Over: SANITARY&SHIP CANAL

3300 S & 2800 W, Cook, IL

Built 1926 Load: 24.3 t ADT: 15,900

TR 189

Structurally Deficient

Over: COON CREEK

2 M WSW CLINTON, De Witt, IL

Built 1962 Load: 24.3 t ADT: 150

TR-118

Structurally Deficient

Over: CREEK

2 MI S MASON, Effingham, IL

Built 1909 Load: 24.3 t ADT: 35

TR-174A TABLER RD

Structurally Deficient

Over: I & M CANAL

.02 MI NO CEMETERY R, Grundy, IL

Built 1961 Load: 24.3 t ADT: 500

TR 244

Structurally Deficient

Over: WALNUT CREEK

NE-22-T13NR3E, Knox, IL

Built 1966 Load: 24.3 t ADT: 50

TR-211

Structurally Deficient

Over: L Vermillion river

N 35TH E 350, LaSalle, IL

Built 1963 Load: 24.3 t ADT: 200

TR 402

Structurally Deficient

Over: OTTER CREEK

E 24TH N 1550, LaSalle, IL

Built 1959 Load: 24.3 t ADT: 50

TR 207

Structurally Deficient

Over: SWAFFORD CREEK

3.1 MI SW SHELBYVILE, Shelby, IL

Built 1909 Load: 24.3 t ADT: 25

OLD ILL 121

Structurally Deficient

Over: MACKINAW RIVER

1mi N HOPEDALE JCT, Tazewell, IL

Built 1932 Load: 24.3 t ADT: 75

TR 156E

Structurally Deficient

Over: STREAM

NE-1-T25NR4W, Tazewell, IL

Built 1967 Load: 24.3 t ADT: 1,450

IL 1 (HALSTED ST

Structurally Deficient

Over: RR - IHB

1.1 M N IL 83, Cook, IL

Built 1927 Load: 24.6 t ADT: 13,700

TR-7 (Aiport Road)

Structurally Deficient

Over: W FORK NETTLE CREEK

0.21 MI E OF TR 28, Grundy, IL

Built 1979 Load: 24.6 t ADT: 125

CTY HWY 8 (CH-C61)

Structurally Deficient

Over: SENACHWINE CREEK

T13N-R8E-4PM SEC 36, Marshall, IL

Built 1969 Load: 24.6 t ADT: 150

GENESEE COURT

Structurally Deficient

Over: ROCK CREEK

SO EDGE OF MORRISON, Whiteside, IL

Built 1981 Load: 24.6 t ADT: 1,100

Showing 27,401-27,450 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.