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 491

Structurally Deficient

Over: DRAINAGE DITCH

N 18TH E 560, LaSalle, IL

Built 1967 Load: 18.1 t ADT: 150

TR 343

Structurally Deficient

Over: SIXMILE CR TRIBUTARY

0.75 MI SE SUMMER HI, Pike, IL

Built 1959 Load: 18.1 t ADT: 50

IL 100/106

Structurally Deficient

Over: ILLINOIS RIVER

E EDGE FLORENCE, Scott, IL

Built 1929 Load: 18.1 t ADT: 1,850

OLD IL 26

Structurally Deficient

Over: RICHLAND CK&C WIS RR

1.2 MI N ORANGEVILLE, Stephenson, IL

Built 1929 Load: 18.1 t ADT: 475

FAS-801

Structurally Deficient

Over: BRUSHY FORK SYSTEM

EAST EDGE BIRDS, Lawrence, IL

Built 1909 Load: 18.5 t ADT: 525

TR 312

Structurally Deficient

Over: Masters Fork Branch

4 MI W OF LA MOILLE, Bureau, IL

Built 1960 Load: 18.8 t ADT: 25

VIOLET LN

Structurally Deficient

Over: BUTTERFIELD CR

0.25 M N US 30 P21, Cook, IL

Built 1964 Load: 18.8 t ADT: 225

CO HWY 17

Structurally Deficient

Over: LA HARPE CREEK

3 MI N OF FTN. GREEN, Hancock, IL

Built 1949 Load: 18.8 t ADT: 225

CH 26(CNTRY CLUB R

Structurally Deficient

Over: LAKE DECATUR

0.5 MI N OF FAP 320, Macon, IL

Built 1939 Load: 18.8 t ADT: 775

TR 181

Structurally Deficient

Over: STONY CREEK

5.0 NW RUSHVILLE, Schuyler, IL

Built 1971 Load: 18.8 t ADT: 150

TR 83

Structurally Deficient

Over: BROWN BRANCH

4.0 MI E STONINGTON, Christian, IL

Built 1957 Load: 19.1 t ADT: 100

TR 109

Structurally Deficient

Over: TEN MILE CREEK

3.0 MI N CLINTON, De Witt, IL

Built 1966 Load: 19.1 t ADT: 50

TR 84

Structurally Deficient

Over: LITTLE BEAR CREEK

3.0 MI SW BASCO, Hancock, IL

Built 1972 Load: 19.1 t ADT: 175

CO HWY 1

Structurally Deficient

Over: LITTLE BEAUCOUP CRK

4 MI N OF ILL 154, Perry, IL

Built 1959 Load: 19.1 t ADT: 650

WOODCREEK DRIVE

Structurally Deficient

Over: LILY CACHE LN TRIB

.17M S LILY CACHE LN, Will, IL

Built 1981 Load: 19.1 t ADT: 2,200

STONE QUARRY RD

Structurally Deficient

Over: HACKEY CREEK

0.5 S BELVIDERE, Boone, IL

Built 1945 Load: 19.4 t ADT: 1,550

FAS 582

Structurally Deficient

Over: RUSSET BRANCH

W VERSAILLES CTY LMT, Brown, IL

Built 1957 Load: 19.4 t ADT: 250

TR 143

Structurally Deficient

Over: E.BRANCH BUREAU CREE

0.7 MI. N.W. ZEARING, Bureau, IL

Built 1969 Load: 19.4 t ADT: 25

TR 384

Structurally Deficient

Over: BRUSH CREEK

1.5 MI S ARLINGTON, Bureau, IL

Built 1975 Load: 19.4 t ADT: 25

MAPLE AV/FAS245

Structurally Deficient

Over: HICKORY CREEK

E EDGE OF MANLIUS, Bureau, IL

Built 1930 Load: 19.4 t ADT: 475

SANGAMON ST

Structurally Deficient

Over: OWL CREEK

VILLAGE OF FISHER, Champaign, IL

Built 1970 Load: 19.4 t ADT: 475

TR-128 (Goldeneye

Structurally Deficient

Over: BUCK CREEK

3.5 MI SE OSKALOOSA, Clay, IL

Built 1965 Load: 19.4 t ADT: 25

FORESTWAY DR

Structurally Deficient

Over: DITCH

0.13 M N of Willow, Cook, IL

Built 1937 Load: 19.4 t ADT: 2,400

WEDGEWOOD DRIVE

Structurally Deficient

Over: ADDISON CREEK

0.5 MI E.OF US 45, Cook, IL

Built 1952 Load: 19.4 t ADT: 425

MONROE ST

Structurally Deficient

Over: ADDISON CR

0.72 M E MANHEIM P20, Cook, IL

Built 1928 Load: 19.4 t ADT: 225

PEARL ST

Structurally Deficient

Over: SO BR KISHWAUKEE RV

3215N 540E, DeKalb, IL

Built 1949 Load: 19.4 t ADT: 1,000

TR-142

Structurally Deficient

Over: WOLF CREEK

2 MI W ROSE HILL, Jasper, IL

Built 1909 Load: 19.4 t ADT: 25

TOWNSHIP RD NO 252

Structurally Deficient

Over: S FORK APPLE RIV

5 MI NO STOCKTON, Jo Daviess, IL

Built 1901 Load: 19.4 t ADT: 25

CEDAR ST

Structurally Deficient

Over: CEDAR FORK CREEK

200 N. CEDAR, Knox, IL

Built 1931 Load: 19.4 t ADT: 50

10TH ST

Structurally Deficient

Over: FIRST CR

10TH ST W OF 1ST AVE, LaSalle, IL

Built 1947 Load: 19.4 t ADT: 100

FAS-806

Structurally Deficient

Over: STREAM

BRIDGEPORT, Lawrence, IL

Built 1922 Load: 19.4 t ADT: 1,700

TR 218

Structurally Deficient

Over: LAKE FORK CK FLD PLN

2 E 2.5 MI S LAKE FK, Logan, IL

Built 1968 Load: 19.4 t ADT: 25

TR 148A(SANNER RD)

Structurally Deficient

Over: LONG GROVE CREEK

5.4 MI SE OF MACON, Macon, IL

Built 1990 Load: 19.4 t ADT: 25

OLD IL 4

Structurally Deficient

Over: HURRICANE CREEK

3M N IL108-CARLINVLE, Macoupin, IL

Built 1921 Load: 19.4 t ADT: 100

TR 189

Structurally Deficient

Over: ANDERSON BRANCH

3 W 1 S STAND. CITY, Macoupin, IL

Built 1900 Load: 19.4 t ADT: 100

BROWN ST./ FAU 896

Structurally Deficient

Over: ROCKSPRING CREEK

100FT E ROCK SPRINGD, Madison, IL

Built 1955 Load: 19.4 t ADT: 4,050

BARREVILLE RD

Structurally Deficient

Over: Sleepy Hollow Creek

0.4 MI N OF AMES RD, McHenry, IL

Built 1957 Load: 19.4 t ADT: 1,350

FRANKLIN ST

Structurally Deficient

Over: BR SUGAR CREEK

0.7 MI N 51 & 150, McLean, IL

Built 1940 Load: 19.4 t ADT: 600

CH 14

Structurally Deficient

Over: MARROW BONE CREEK

1 MI W OF BETHANY, Moultrie, IL

Built 1962 Load: 19.4 t ADT: 150

TOWN HALL ROAD

Structurally Deficient

Over: SILVER CREEK

3.5 M NW OREGON, Ogle, IL

Built 1982 Load: 19.4 t ADT: 75

TR 110

Structurally Deficient

Over: GALUM CREEK

1.2 MI S OF ILL 13, Perry, IL

Built 1900 Load: 19.4 t ADT: 25

SBI 36

Structurally Deficient

Over: BLUE CREEK

.8MI W DETROIT, Pike, IL

Built 1922 Load: 19.4 t ADT: 25

TR 310

Structurally Deficient

Over: BUCK BRANCH

1 MI SW NEBO, Pike, IL

Built 1948 Load: 19.4 t ADT: 50

TR 318

Structurally Deficient

Over: BAY CREEK TRIBUTARY

2.0 MI N NEBO, Pike, IL

Built 1940 Load: 19.4 t ADT: 50

LANDAU AV

Structurally Deficient

Over: SPRING CREEK

0.25 MI N JACKSON ST, Will, IL

Built 1911 Load: 19.4 t ADT: 575

TR-284

Structurally Deficient

Over: CREEK

4 MI SE FLORA, Clay, IL

Built 1966 Load: 19.8 t ADT: 50

CANAL STREET

Structurally Deficient

Over: UNION STATION TRACKS

500 W & 300 TO 600 S, Cook, IL

Built 1926 Load: 19.8 t ADT: 10,400

ILL 9

Structurally Deficient

Over: SPOON RIVER

1 MI W OF BLYTON, Fulton, IL

Built 1925 Load: 19.8 t ADT: 1,000

CO HWY 28

Structurally Deficient

Over: MIDDLE CREEK

1 MI NW OF MIDDLECK., Hancock, IL

Built 1980 Load: 19.8 t ADT: 50

BEACH ROAD

Structurally Deficient

Over: BEACH CREEK TRIB

0.7 MI E ASHTON RD, Lee, IL

Built 1978 Load: 19.8 t ADT: 100

Showing 27,301-27,350 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.