Chippewa County, WI

366 public highway bridges

Chippewa County Bridge Snapshot

Chippewa County, Wisconsin contains 366 public highway bridges in the FHWA National Bridge Inventory. Roughly 29.5% are rated “Good,” 41% “Fair,” 8.5% “Poor,” and 8.5% 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 WI 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.

366
Total Bridges
29.5%
Good
8.5%
Poor
8.5%
Structurally Deficient

Condition Distribution

Good
29.5% (108)
Fair
41% (150)
Poor
8.5% (31)
SD
8.5% (31)

All Bridges (366)

CTH H

Poor

Over: WOLF RIVER

0.2 M N 130TH AVENUE, Chippewa, WI

Built 1913 Load: 27.5 t ADT: 1,215

LRD 190TH AVENUE

Poor

Over: BRANCH DUNCAN CREEK

0.1 M W STH 64, Chippewa, WI

Built 1934 Load: 27.5 t ADT: 200

CTH XX

Poor

Over: PAINT CREEK

0.9 M N 30TH AVENUE, Chippewa, WI

Built 1979 Load: 29.2 t ADT: 685

LRD 360TH STREET

Poor

Over: WOLF RIVER

0.2 M N 120TH AVENUE, Chippewa, WI

Built 1968 Load: 32.4 t ADT: 190

CTH S

Poor

Over: DUNCAN CREEK

0.5 M E CTH Q, Chippewa, WI

Built 1978 Load: 37.3 t ADT: 5,515

LRD BRIDGEWATER AV

Poor

Over: DUNCAN CREEK

0.3 M W STH 124, Chippewa, WI

Built 1934 Load: 38.9 t ADT: 2,855

CTH T

Poor

Over: ELK CREEK

0.2 M N CTH N, Chippewa, WI

Built 1994 Load: 38.9 t ADT: 420

CTH S

Poor

Over: LITTLE DRYWOOD CREEK

0.3 M E 245TH STREET, Chippewa, WI

Built 1947 Load: 38.9 t ADT: 840

CTH R

Poor

Over: S FK BOB CREEK

0.7 M W STH 178, Chippewa, WI

Built 1954 Load: 43.7 t ADT: 830

CTH XX

Poor

Over: BIG DRYWOOD CREEK

0.4 M N 80TH AVENUE, Chippewa, WI

Built 1932 Load: 48.6 t ADT: 550

CTH G

Structurally Deficient

Over: YELLOW RIVER

0.8 M N S & G INT, Chippewa, WI

Built 1939 Load: 11.3 t ADT: 320

LRD 20TH AVENUE PI

Structurally Deficient

Over: HAY CREEK

0.4 M E OF 295TH ST, Chippewa, WI

Built 1938 Load: 13.0 t ADT: 175

LRD 83RD STREET/OL

Structurally Deficient

Over: DUNCAN CREEK

0.3 M N CTH SS, Chippewa, WI

Built 2000 Load: 19.4 t ADT: 200

LRD 25TH AVENUE

Structurally Deficient

Over: SWAN CREEK

0.35 M E 350TH STREET, Chippewa, WI

Built 2002 Load: 19.4 t ADT: 65

LRD 290TH STREET

Structurally Deficient

Over: LOTZ CREEK

0.7 M N 70TH AVENUE, Chippewa, WI

Built 1970 Load: 19.4 t ADT: 115

LRD 240TH STREET

Structurally Deficient

Over: BIRCH CREEK

0.7 M N CTH M, Chippewa, WI

Built 1947 Load: 34.0 t ADT: 165

Related

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