Bureau County, IL

382 public highway bridges

Bureau County Bridge Snapshot

Bureau County, Illinois contains 382 public highway bridges in the FHWA National Bridge Inventory. Roughly 37.7% are rated “Good,” 36.1% “Fair,” 13.4% “Poor,” and 13.4% are classified as structurally deficient — the federal designation for spans whose deck, superstructure, or substructure has been rated 4 or below on the 0–9 NBI scale. Structurally deficient does not mean unsafe to cross; it means the bridge is on the priority list for repair or replacement.

Inspections in IL are conducted by certified engineers from the state Department of Transportation on a 24-month cycle, and results are reported back to the FHWA each spring. The list below shows every NBI-tracked bridge in the county, sorted by inventory load rating. Use the “Sort by” controls to surface the lowest-rated spans first, and click any row for full inspection history, traffic counts, and condition trends.

Source: FHWA National Bridge Inventory. See methodology for full definitions.

382
Total Bridges
37.7%
Good
13.4%
Poor
13.4%
Structurally Deficient

Condition Distribution

Good
37.7% (144)
Fair
36.1% (138)
Poor
13.4% (51)
SD
13.4% (51)

All Bridges (382)

TOWNSHIP ROAD 317

Poor

Over: BR OF BUREAU CREEK

1.5 M NW TISKILWA, Bureau, IL

Built 1979 Load: 25.6 t ADT: 50

TR 209

Poor

Over: E. BUREAU CR.

1 MI. S. OF MALDEN, Bureau, IL

Built 1960 Load: 25.9 t ADT: 150

TR 195

Poor

Over: BRUSH CREEK

2 MI W OF CHERRY, Bureau, IL

Built 1955 Load: 26.9 t ADT: 75

TR 2

Poor

Over: LAWSON CREEK

2 MI W OF SHEFFIELD, Bureau, IL

Built 1925 Load: 27.2 t ADT: 50

TR 163

Poor

Over: HICKORY CREEK

1 MI SW OF MANLIUS, Bureau, IL

Built 1978 Load: 30.1 t ADT: 150

TR 284

Poor

Over: BUREAU CREEK

1.5 M NW OF DOVER, Bureau, IL

Built 1984 Load: 32.4 t ADT: 50

I-180 SB

Poor

Over: BUREAU CREEK

1.2 M S JCT ILL 26, Bureau, IL

Built 1968 Load: 36.3 t ADT: 2,075

CH 12

Poor

Over: BUREAU CREEK

6.0 M NE OF PRINCTON, Bureau, IL

Built 1977 Load: 39.2 t ADT: 75

IL 40 FAP 646

Poor

Over: BN RR

SOUTH EDGE OF BUDA, Bureau, IL

Built 1982 Load: 41.1 t ADT: 1,100

IL 92 FAP 587

Poor

Over: GREEN RIVER

1.4 MI W JCT ILL 40, Bureau, IL

Built 1958 Load: 46.7 t ADT: 600

IL 40 FAP 646

Poor

Over: HENNEPIN CANAL

0.4 MI S JCT FAI 80, Bureau, IL

Built 1933 Load: 50.5 t ADT: 2,400

TR 85

Structurally Deficient

Over: MASTERS CREEK

3 MI SE OF OHIO, Bureau, IL

Built 1965 ADT: 25

TR 255

Structurally Deficient

Over: EAST BUREAU CREEK

3.5 MI W HOLLOWAYVIL, Bureau, IL

Built 1970 ADT: 25

TR 10-B

Structurally Deficient

Over: KING CREEK

W EDGE OF MINERAL, Bureau, IL

Built 1899 Load: 1.6 t ADT: 10

TR 307

Structurally Deficient

Over: Adams Creek

E. EDGE OF DEPUE, Bureau, IL

Built 1950 Load: 3.9 t ADT: 50

TR 329

Structurally Deficient

Over: SPOON RIVER EAST FOR

1 MI SE OF NEPONSET, Bureau, IL

Built 1959 Load: 14.9 t ADT: 25

TWP RD 51

Structurally Deficient

Over: GREEN RIVER

2.5 MI NE NEW BEDFOR, Bureau, IL

Built 1974 Load: 16.8 t ADT: 75

TOWNSHIP RD 97A

Structurally Deficient

Over: W. BUREAU CR.

4 MI. W. OF KASBEER, Bureau, IL

Built 1949 Load: 17.5 t ADT: 125

TR 312

Structurally Deficient

Over: Masters Fork Branch

4 MI W OF LA MOILLE, Bureau, IL

Built 1960 Load: 18.8 t ADT: 25

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

TR 229

Structurally Deficient

Over: EAST BUREAU CREEK

2 MI S OF MALDEN, Bureau, IL

Built 1967 Load: 20.1 t ADT: 25

TR 390

Structurally Deficient

Over: BRUSH CREEK

1.5 MI. E. ARLINGTON, Bureau, IL

Built 1964 Load: 20.7 t ADT: 25

TR 330

Structurally Deficient

Over: E. BUREAU CR.

2 MI. N.E. OF MALDEN, Bureau, IL

Built 1965 Load: 21.4 t ADT: 25

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

TR 118

Structurally Deficient

Over: COAL CREEK

2 MI SO OF BUDA, Bureau, IL

Built 1970 Load: 24.3 t ADT: 25

TR 249

Structurally Deficient

Over: ADAMS CREEK

1 MI. W. OF LADD, Bureau, IL

Built 1963 Load: 27.2 t ADT: 175

TOWNSHIP ROAD 74

Structurally Deficient

Over: MASTERS CR.

4 MI. W. OF LAMOILLE, Bureau, IL

Built 1965 Load: 29.5 t ADT: 125

TR 267

Structurally Deficient

Over: COAL CREEK

W EDGE OF SHEFFIELD, Bureau, IL

Built 1957 Load: 30.1 t ADT: 200

FAS 1225/CH 12

Structurally Deficient

Over: E BUREAU CREEK

2 MI W OF ARLINGTON, Bureau, IL

Built 1982 Load: 32.4 t ADT: 200

Related

Data sourced from official U.S. government datasets. See our methodology for details. Retrieved and formatted by PlainBridges Editorial