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)

Sort:

LRD 120TH ST (EMER

Over: STH 29

6.0M E XING CTH T, Chippewa, WI

Built 2004 ADT: 14,400

STH 29 WB

Over: STH 124

AT STH29, Chippewa, WI

Built 2004 ADT: 13,600

STH 29 EB

Over: STH 124

2.0M E CTH, Chippewa, WI

Built 2004 ADT: 13,600

STH 29 WB

Over: USH 53

AT STH29, Chippewa, WI

Built 2005 ADT: 13,500

STH 29 EB

Over: USH 53

AT STH 29, Chippewa, WI

Built 2004 ADT: 22,200

LRD 130TH ST (AEBL

Over: STH 29

0.5M E JCT STH 124 TO S, Chippewa, WI

Built 2004 ADT: 28,300

CTH P

Over: STH 29

05M E JCT STH 124 TO S, Chippewa, WI

Built 2001 ADT: 22,800

LRD 40TH AVE

Over: STH 29

TOWN OF HALLIE, Chippewa, WI

Built 2002 ADT: 28,300

LRD 50TH AVE

Over: STH 29

TOWN OF HALLIE, Chippewa, WI

Built 2002 ADT: 19,700

LRD SEYMOUR CRAY S

Over: STH 29

TOWN OF HALLIE, Chippewa, WI

Built 2000 ADT: 20,000

LRD SB SEYMOUR CRA

Over: STH 29

1.0M E JCT STH 124 TO S, Chippewa, WI

Built 2000 ADT: 22,500

LRD NB SEYMOUR CRA

Over: STH 29

1.1M E JCT STH 124 TO S, Chippewa, WI

Built 2000 ADT: 21,500

CTH OO

Over: USH 53

TOWN OF HALLIE, Chippewa, WI

Built 2002 ADT: 32,600

CTH "F"

Over: STH 29"EB"

1.3M E XING OF CTH T, Chippewa, WI

Built 2000 ADT: 15,200

LRD 90TH STREET

Over: STH 29

3.0M E XING CTH T, Chippewa, WI

Built 2001 ADT: 15,200

STH 29 WB

Over: LRD 103RD STREET

AT STH 29, Chippewa, WI

Built 2004 ADT: 300

STH 29 EB

Over: LRD 103RD STREET

AT STH 29, Chippewa, WI

Built 2005 ADT: 150

STH 29 - OFF RAMP

Over: STH 124

AT STH 29, Chippewa, WI

Built 2004 ADT: 13,600

USH 53 S

Over: STH 124

USH 53, Chippewa, WI

Built 2002 ADT: 15,100

USH 53 N

Over: STH 124

USH 53, Chippewa, WI

Built 2002 ADT: 13,600

LRD MELBY STREET

Over: USH 53

MELBE ST, Chippewa, WI

Built 2003 ADT: 34,500

WI CENTRAL RR

Over: CTH X-RIVER RD

1.2M E JCT USH 53 TO N, Chippewa, WI

Built 1952 ADT: 10,710

OLD ABE TRAIL (DNR

Over: STH 64-BRIDGE ST

1.2M E JCT STH 178, Chippewa, WI

Built 1927 ADT: 3,380

CNW RR

Over: LRD HIGHLAND DR

0.2M W JCT STH 124, Chippewa, WI

Built 1929 ADT: 100

SOO LINE

Over: LRD MAIN ST

0.3M S JCT STH 29, Chippewa, WI

Built 1917 ADT: 7,940

SOO LINE

Over: LRD HEBERT ST

0.8M W JCT STH 124, Chippewa, WI

Built 1920 ADT: 100

SOO LINE

Over: CTH T

0.3M S JCT CTH S, Chippewa, WI

Built 1930 ADT: 260

CTH X

Over: ELK CREEK

1.9 M E CTH H, Chippewa, WI

Built 1937 Load: 6.5 t ADT: 8,788

LRD 90TH STREET

Over: LITTLE HAY CREEK

0.1 M N 120TH AVENUE, Chippewa, WI

Built 2002 Load: 11.3 t ADT: 45

CTH SS

Over: DUNCAN CREEK

0.2 M N 87TH STREET, Chippewa, WI

Built 1957 Load: 14.6 t ADT: 1,100

LRD 30TH AVENUE

Over: S FK PAINT CREEK

0.6 M E CTH K, Chippewa, WI

Built 1920 Load: 14.6 t ADT: 410

LRD SPRING STREET

Over: DUNCAN CREEK

0.1 M E STH 124, Chippewa, WI

Built 1916 Load: 14.6 t ADT: 530

LRD 170TH AVE/OTTE

Over: OTTER CREEK

1.8 M W CTH H, Chippewa, WI

Built 1969 Load: 14.6 t ADT: 200

LRD 40TH STREET

Over: BRANCH ELK CREEK

0.7 M N OF 82ND AVE, Chippewa, WI

Built 2000 Load: 17.8 t ADT: 45

LRD 220TH STREET

Over: PAINT CREEK

0.2 M N 40TH AVENUE, Chippewa, WI

Built 1968 Load: 17.8 t ADT: 200

CTH MM

Over: WOLF RIVER

0.9 M E CTH H, Chippewa, WI

Built 1962 Load: 19.4 t ADT: 440

STH 40 / MAIN ST

Over: DUNCAN CREEK

0.6M N JCT USH 53 TO N, Chippewa, WI

Built 1942 Load: 19.4 t ADT: 10,130

CTH O

Over: LITTLE DRYWOOD CREEK

0.7 M E 210TH STREET, Chippewa, WI

Built 1932 Load: 19.4 t ADT: 1,215

LRD 230TH AVENUE

Over: DUNCAN CREEK

0.4 M E 83RD STREET, Chippewa, WI

Built 1925 Load: 19.4 t ADT: 135

CTH Q

Over: TILDEN CREEK

0.4 M N 102ND AVENUE, Chippewa, WI

Built 1947 Load: 21.1 t ADT: 715

LRD 40TH AVENUE

Over: S FK PAINT CREEK

0.2 M E 210TH STREET, Chippewa, WI

Built 1935 Load: 21.1 t ADT: 595

STH 178

Over: ONEIL CREEK

2.8M N JCT CTH S, Chippewa, WI

Built 1956 Load: 22.7 t ADT: 4,400

STH 64

Over: DUNCAN CREEK

0.2M E JCT USH 53 TO N, Chippewa, WI

Built 1957 Load: 24.3 t ADT: 2,700

LRD 102ND AVENUE

Over: DUNCAN CREEK

0.8 M E CTH Q, Chippewa, WI

Built 1981 Load: 24.3 t ADT: 175

STH 29 EB

Over: STILLSON CREEK

1.1M E JCT CTH J, Chippewa, WI

Built 1993 Load: 24.3 t ADT: 9,350

LRD 30TH AVENUE

Over: SHERMAN CREEK

0.1 M W CTH T, Chippewa, WI

Built 1998 Load: 24.3 t ADT: 220

CTH S

Over: YELLOW RIVER

0.1 M E 327TH STREET, Chippewa, WI

Built 1967 Load: 24.3 t ADT: 285

LRD 87TH STREET

Over: HAY CREEK

0.2 M N CTH C, Chippewa, WI

Built 1983 Load: 24.3 t ADT: 155

LRD MAPLE STREET

Over: WOLF RIVER

0.3 M W CTH X, Chippewa, WI

Built 1979 Load: 24.3 t ADT: 2,535

LRD 35TH STREET

Over: BRANCH ELK CREEK

0.1M S CTH N, Chippewa, WI

Built 1930 Load: 24.3 t ADT: 200

Read our methodology — how this data is sourced, computed, and verified.

Related

Browse all → | Rankings →

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

Reviewed byPlainbridges Editorial, Plain Bridges Editorial Team · June 6, 2026