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

DUNCAN RD.

Structurally Deficient

Over: BR. SPOON RIVER

E.CTR-3-T11NR6E, Peoria, IL

Built 1991 Load: 9.4 t ADT: 250

ILL 145

Structurally Deficient

Over: BAY CREEK

2.3 MI SO OF ILL 146, Pope, IL

Built 1983 Load: 9.4 t ADT: 1,750

OHIO ST

Structurally Deficient

Over: SPRING CREEK

.125 MI N JACKSON ST, Will, IL

Built 1912 Load: 9.4 t ADT: 3,100

TR 224A

Structurally Deficient

Over: SHORT CREEK

3.5 SE BURNSIDE, Hancock, IL

Built 1908 Load: 9.7 t ADT: 50

IL 17/91

Structurally Deficient

Over: SPOON RIVER

.6 MI W OF WYOMING, Stark, IL

Built 1924 Load: 9.7 t ADT: 1,600

TR 275

Structurally Deficient

Over: EMBARRAS RIVER

3 MI NW ASHMORE, Coles, IL

Built 1914 Load: 10.0 t ADT: 75

STONEBRIDGE TRAIL

Structurally Deficient

Over: SPRING BROOK

500 FT S SPRNG GREEN, DuPage, IL

Built 1970 Load: 10.0 t ADT: 1,700

HINCKLEY ROAD

Structurally Deficient

Over: E BRANCH BIG ROCK CR

0.5 MI W BIG ROCK, Kane, IL

Built 1976 Load: 10.0 t ADT: 200

TR 175

Structurally Deficient

Over: CREEK

2.25 MI NE ST. ANNE, Kankakee, IL

Built 1970 Load: 10.4 t ADT: 75

TR 188

Structurally Deficient

Over: BR CEDAR FK CR

NW-4-T9NR1W, Warren, IL

Built 1961 Load: 10.4 t ADT: 50

WARRENVILLE RD

Structurally Deficient

Over: E.BRANCH DU PAGE RV

0.3 MI W IL 53, DuPage, IL

Built 1946 Load: 10.7 t ADT: 12,600

BRACEVILLE RD CH C

Structurally Deficient

Over: CREEK

0.4 MI E OF TYNAN RD, Grundy, IL

Built 1963 Load: 10.7 t ADT: 1,450

CH-27 (JOHNSON RD)

Structurally Deficient

Over: NIPPERSINK CR

0.6 M NE DURKEE RD, McHenry, IL

Built 1978 Load: 10.7 t ADT: 300

BRANDON ROAD

Structurally Deficient

Over: DES PLAINES RIVER

BRANDON ROAD&DESP RV, Will, IL

Built 1932 Load: 10.7 t ADT: 6,200

CNTR GROVE/ FAU 88

Structurally Deficient

Over: MCT BIKE TRAIL

.85 EAST 157, Madison, IL

Built 1989 Load: 11.0 t ADT: 12,600

TOWN LINE RD

Structurally Deficient

Over: MARLEY CREEK

0.8 MI S I-80, Will, IL

Built 1978 Load: 11.0 t ADT: 3,250

GENEVA ROAD

Structurally Deficient

Over: W.BRANCH DU PAGE RV.

0.1 MI W WINFIELD RD, DuPage, IL

Built 1941 Load: 11.3 t ADT: 14,300

GRAND RIDGE ROAD

Structurally Deficient

Over: WAUPECON CREEK

0.35 MI W VERONA RD, Grundy, IL

Built 1939 Load: 11.3 t ADT: 1,150

TR 270

Structurally Deficient

Over: BR OF OAT CREEK

6.0 MI SW ATKINSON, Henry, IL

Built 1890 Load: 11.3 t ADT: 25

GENESEE ST

Structurally Deficient

Over: WAUKEGAN RIVER

ON GEN ST S OF WATER, Lake, IL

Built 1913 Load: 11.3 t ADT: 1,700

TR-120A

Structurally Deficient

Over: RACCOON CREEK

4 MI NE XENIA, Clay, IL

Built 1922 Load: 11.7 t ADT: 25

LAKE SHORE DRIVE

Structurally Deficient

Over: MAIN BR CHICAGO RIV

402 N & 520 E, Cook, IL

Built 1937 Load: 11.7 t ADT: 105,000

21ST ST

Structurally Deficient

Over: ADDISON CR

0.22MI.W. OF 17TH AV, Cook, IL

Built 1974 Load: 11.7 t ADT: 900

TR 70

Structurally Deficient

Over: BEAR CREEK

1.75 MI N PALMER, Christian, IL

Built 1916 Load: 12.0 t ADT: 20

25TH AVE

Structurally Deficient

Over: SALT CREEK

1.8 M S I-290, Cook, IL

Built 1953 Load: 12.0 t ADT: 7,450

MS-1144 (WADE ST)

Structurally Deficient

Over: RAVINE

1.5 M N LAKE COOK RD, Lake, IL

Built 1963 Load: 12.0 t ADT: 75

TR 0325

Structurally Deficient

Over: DUTCH CREEK

1.5 MI NW SUMMER HIL, Pike, IL

Built 1962 Load: 12.0 t ADT: 25

ABE STREET

Structurally Deficient

Over: SPRING CREEK

0.25 MI N JACKSON ST, Will, IL

Built 1911 Load: 12.0 t ADT: 400

CHICAGO HEIGHTS RD

Structurally Deficient

Over: THORN CREEK

1.5 miles NE of IL-1, Cook, IL

Built 1982 Load: 12.3 t ADT: 6,550

TR 428 8.25 E

Structurally Deficient

Over: S FORK SANG RIVER

2.2 MI E OF NEW CITY, Sangamon, IL

Built 1954 Load: 12.3 t ADT: 100

TR-38

Structurally Deficient

Over: WOLF CREEK

2.5 MI NE BEECHER CY, Effingham, IL

Built 1909 Load: 12.6 t ADT: 50

TR 119 DIX

Structurally Deficient

Over: DICKERSON SLOUGH

640E 50N, Ford, IL

Built 1974 Load: 12.6 t ADT: 75

FAS 1301 & CH 41

Structurally Deficient

Over: GRANARY CREEK

2.2 MI N OF ILL 17, Kankakee, IL

Built 1976 Load: 12.6 t ADT: 625

TR 5

Structurally Deficient

Over: BRUSHY FORK

1 MI NW BIRDS, Lawrence, IL

Built 1916 Load: 12.6 t ADT: 50

TR-26

Structurally Deficient

Over: FLAT CREEK

1.5 MI NE VERNON, Marion, IL

Built 1909 Load: 12.6 t ADT: 150

TR 17A (CR 2300N)

Structurally Deficient

Over: Jonathan Creek

1280E CR 2300N, Moultrie, IL

Built 1992 Load: 12.6 t ADT: 35

TR 2C

Structurally Deficient

Over: Hooper Branch

2.42 MI S CO LN, Iroquois, IL

Built 1968 Load: 13.0 t ADT: 150

TR 434

Structurally Deficient

Over: SUGAR CR

2.5 MI N. STOCKLAND, Iroquois, IL

Built 1921 Load: 13.6 t ADT: 50

MELUGINS GR-TR238

Structurally Deficient

Over: DRAINAGE DITCH

1.0 MI W IL 251, Lee, IL

Built 1938 Load: 13.6 t ADT: 25

MACGREGOR RD

Structurally Deficient

Over: FIDDYMENT CREEK

300 FT N MCCAMERON, Will, IL

Built 1960 Load: 13.6 t ADT: 1,650

TR 124

Structurally Deficient

Over: LITTLE INDIAN

3 MI SW PHILADELPHIA, Cass, IL

Built 1966 Load: 13.9 t ADT: 75

TR-233

Structurally Deficient

Over: NO BUSINESS CREEK

S RICHWOODS, Crawford, IL

Built 1909 Load: 13.9 t ADT: 25

TR 118 A

Structurally Deficient

Over: STREAM

1.5 MI NW BELLRIDGE, Edgar, IL

Built 1900 Load: 13.9 t ADT: 50

TR-177A

Structurally Deficient

Over: CREEK

2.5 MI NE WILLOW HIL, Jasper, IL

Built 1909 Load: 13.9 t ADT: 50

FAS 732

Structurally Deficient

Over: OTTER LAKE

6 MI. W. GIRARD, Macoupin, IL

Built 1968 Load: 13.9 t ADT: 950

189TH STREET

Structurally Deficient

Over: LANSING DRN DITCH

50FT W BURNHAM AVE, Cook, IL

Built 1970 Load: 14.3 t ADT: 700

Old US 34

Structurally Deficient

Over: OLD TOM CREEK

.5 MI E ILL 94 (N), Henderson, IL

Built 1922 Load: 14.3 t ADT: 200

TR 282

Structurally Deficient

Over: TRIB SUGAR CREEK

1.5 MI SE WATSEKA, Iroquois, IL

Built 1910 Load: 14.3 t ADT: 75

HARLEY RD

Structurally Deficient

Over: UP RR

1.3 MI. S OF IL-38, Kane, IL

Built 1997 Load: 14.3 t ADT: 1,150

TOWN HALL RD-TR230

Structurally Deficient

Over: DRAINAGE DITCH

1.5 MI W IL 251, Lee, IL

Built 1938 Load: 14.3 t ADT: 10

Showing 27,201-27,250 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.