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

CH 16/FAS 1745

Fair

Over: SHOAL CREEK

4.5 MI E DONNELLSON, Bond, IL

Built 1980 Load: 32.4 t ADT: 100

CH 10/FAS 782

Fair

Over: WILLOW BRANCH

4.75 S MULBERRY GROV, Bond, IL

Built 1984 Load: 32.4 t ADT: 400

CH 10/FAS 782

Fair

Over: TRIB HURRICANE CK

1.25 MI S MULB GROVE, Bond, IL

Built 1992 Load: 32.4 t ADT: 525

TR 147

Fair

Over: BRANCH SHOAL CREEK

2.0 MI W GREENVILLE, Bond, IL

Built 1983 Load: 32.4 t ADT: 50

TR114

Fair

Over: EAST FK SHOAL CK

3MI SW GREENVILLE, Bond, IL

Built 1989 Load: 32.4 t ADT: 75

TR 5

Fair

Over: BEAVER CREEK

10 MI S GREENVILLE, Bond, IL

Built 1988 Load: 32.4 t ADT: 375

TR 202

Fair

Over: KINGSBURY BRANCH

3.50 W MULBERRY GRO, Bond, IL

Built 1980 Load: 32.4 t ADT: 100

TR 202

Fair

Over: TRIB KINGSBURY RESEV

2.25 MI N.SMITHBORO, Bond, IL

Built 1985 Load: 32.4 t ADT: 100

TR 202

Fair

Over: TRIB TO KINGSBURY CR

3.5 M.W. MULBERRY GR, Bond, IL

Built 1995 Load: 32.4 t ADT: 100

TR 23

Fair

Over: DRY BRANCH CREEK

6.75 MI N SMITHBORO, Bond, IL

Built 1992 Load: 32.4 t ADT: 50

TR 254/GILHAM RD

Fair

Over: GILHAM CREEK

5 MI NW MULBERRY GRV, Bond, IL

Built 2003 Load: 32.4 t ADT: 75

TR 125

Fair

Over: INDIAN CREEK

4.0 MI W GREENVILLE, Bond, IL

Built 1983 Load: 32.4 t ADT: 100

TR 248A

Fair

Over: AVERY BRANCH

3 M S MULBERRY GROVE, Bond, IL

Built 1977 Load: 32.4 t ADT: 50

TR 248A

Fair

Over: HURRICANE CREEK

2MI SE MULBERRY GR., Bond, IL

Built 1988 Load: 32.4 t ADT: 100

TR 159

Fair

Over: STREAM

ROYAL LAKE RESORT, Bond, IL

Built 1995 Load: 32.4 t ADT: 25

TR 235

Fair

Over: STREAM

3 MI N KEYESPORT, Bond, IL

Built 1981 Load: 32.4 t ADT: 10

TR 199 Hookdale Av

Fair

Over: Little Beaver Creek

3 Mi E of Dudleyvill, Bond, IL

Built 2012 Load: 32.4 t ADT: 175

IL 76

Fair

Over: DRAINAGE DITCH

0.8 MI. N.OF BUS 20, Boone, IL

Built 1994 Load: 32.4 t ADT: 10,300

NEWBURG RD

Fair

Over: KISHWAUKEE RIVER

3.5 MI W OF BELVIDER, Boone, IL

Built 1962 Load: 32.4 t ADT: 8,050

MCCURRY RD

Fair

Over: N KINNIKINNICK CREEK

5.5 MI NE ROSCOE, Boone, IL

Built 1967 Load: 32.4 t ADT: 150

N BOONE SCHOOL RD

Fair

Over: BEAVER CREEK

2.5 MI NW CAPRON, Boone, IL

Built 1957 Load: 32.4 t ADT: 200

RUSSELLVILLE ROAD

Fair

Over: PISCASAW CREEK

1.5 M SE POPLAR GROV, Boone, IL

Built 1980 Load: 32.4 t ADT: 650

CAPRON RD

Fair

Over: BR PISCASAW CREEK

3.5 MI S CAPRON, Boone, IL

Built 1981 Load: 32.4 t ADT: 150

BEAVERTON ROAD

Fair

Over: BEAVER CREEK

1.0 M E POPLAR GROVE, Boone, IL

Built 1983 Load: 32.4 t ADT: 375

EPWORTH RD

Fair

Over: KISHWAUKEERIVER

3.MI E OF BELVIDERE, Boone, IL

Built 1985 Load: 32.4 t ADT: 450

RIVERSIDE ROAD

Fair

Over: BEAVER CREEK

4.0 MI NW BELVIDERE, Boone, IL

Built 1988 Load: 32.4 t ADT: 2,350

SPRING CREEK RD

Fair

Over: BEAVER CREEK

4 MI NW OF BELVIDERE, Boone, IL

Built 1993 Load: 32.4 t ADT: 4,300

WHEELER RD

Fair

Over: CN RR

2 MI N DEKALB CO LN, Boone, IL

Built 1998 Load: 32.4 t ADT: 200

FAS 1582

Fair

Over: LITTLE MISSOURI

7 M NW MT STERLING, Brown, IL

Built 2008 Load: 32.4 t ADT: 200

CH 6

Fair

Over: MCKEE CR

2.7 M W MORRELVILLE, Brown, IL

Built 1978 Load: 32.4 t ADT: 75

TR 234

Fair

Over: MC KEE CREEK

1.5 MI N MORRELVILLE, Brown, IL

Built 1984 Load: 32.4 t ADT: 50

TR 208

Fair

Over: BR LITTLE CR

2.3 MI S COOPERSTOWN, Brown, IL

Built 1988 Load: 32.4 t ADT: 50

TR 151

Fair

Over: BRANCH LITTLE CREEK

2MI SW COOPERSTOWN, Brown, IL

Built 1988 Load: 32.4 t ADT: 75

FAS 1588

Fair

Over: DRY FORK CR

4.5 MI S OF MT STERL, Brown, IL

Built 1981 Load: 32.4 t ADT: 275

TR 132

Fair

Over: MCKEE CREEK

4.0MI W VERSAILLES, Brown, IL

Built 1994 Load: 32.4 t ADT: 25

TR 88

Fair

Over: DRY FORK

2.5 SW MT. STERLING, Brown, IL

Built 1994 Load: 32.4 t ADT: 25

TR 21B

Fair

Over: MISSOURI CREEK

6.0 MI N TIMEWELL, Brown, IL

Built 1981 Load: 32.4 t ADT: 100

TR75

Fair

Over: WEST LINE CREEK

1.5 MILES WEST RIPLY, Brown, IL

Built 1975 Load: 32.4 t ADT: 25

TR 75

Fair

Over: HAMILTON CREEK

2.2 MI SW RIPLEY, Brown, IL

Built 1989 Load: 32.4 t ADT: 75

TR 170

Fair

Over: CAMP CREEK

2.0 N. OF VERSAILLES, Brown, IL

Built 1986 Load: 32.4 t ADT: 50

I-180 SB

Fair

Over: BRUSH CREEK

0.5 MI S JCT ILL 26, Bureau, IL

Built 1968 Load: 32.4 t ADT: 2,075

I-180 NB

Fair

Over: BRUSH CREEK

0.5 MI S JCT ILL26, Bureau, IL

Built 1968 Load: 32.4 t ADT: 2,075

CH 23

Fair

Over: JAMES RUN CREEK

3 MI. E. OF TISKILWA, Bureau, IL

Built 1996 Load: 32.4 t ADT: 350

CH 23

Fair

Over: SAUER RUN CREEK

4 MI. E. OF TISKILWA, Bureau, IL

Built 1996 Load: 32.4 t ADT: 350

CH-33

Fair

Over: EAST BUREAU CREEK

2 MI.NE MALDEN, Bureau, IL

Built 2001 Load: 32.4 t ADT: 400

FAS 244 / CH 9

Fair

Over: WEST BUREAU CREEK

4 MI. N. OF WYANET, Bureau, IL

Built 1990 Load: 32.4 t ADT: 825

CH 27

Fair

Over: BUREAU CREEK

6.5 MI NE PRINCTON, Bureau, IL

Built 1960 Load: 32.4 t ADT: 250

FAS 243

Fair

Over: UNION SPECIAL DITCH

3.5 MI W NEW BEDFORD, Bureau, IL

Built 2000 Load: 32.4 t ADT: 175

FAS 251

Fair

Over: SPRING CREEK

1.5 MI. E. OF LADD, Bureau, IL

Built 1997 Load: 32.4 t ADT: 1,850

2650E (FAS1245/CH2

Fair

Over: BRANCH MASTERS CREEK

1 MI SE. OF VAN ORIN, Bureau, IL

Built 1929 Load: 32.4 t ADT: 225

Showing 7,201-7,250 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.