State profile · Near national median SD

Wisconsin bridge safety

Condition ratings, load ratings, and structural-deficiency data for every public highway bridge in Wisconsin — drawn straight from the FHWA National Bridge Inventory.

14,851
Public bridges
41.3%
Good condition
6.1%
Poor condition
6.1%
Structurally deficient

Total Bridges

14,851

Public highway bridges in Wisconsin

Good Condition

41.3%

6,130 bridges rated 7-9

-8.7pp vs 50% benchmark

Poor Condition

6.1%

911 bridges rated 0-4

Structurally Deficient

6.1%

911 bridges flagged for repair priority

-0.9pp vs national avg 7.0%

Wisconsin vs national bridge condition

Wisconsin — Good condition share 41.3%
National avg

Share of bridges rated 7-9 on the FHWA 0-9 scale (deck, superstructure, substructure all good).

Wisconsin — Structurally deficient share 20.4%
National avg

Lower is better. Bar maxes at 30% (worst-state ceiling). National average sits at 7.0%.

Wisconsin 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 Wisconsin on the same metric.

28

Mississippi

5.92% top marginal rate
Structure
Progressive
Burden @ $100K
$16,823

45

South Carolina

6.10% top marginal rate
Structure
Progressive
Burden @ $100K
$5,396
Selected

55

Wisconsin

6.13% top marginal rate
Structure
Progressive
Burden @ $100K
$14,851

37

North Carolina

6.16% top marginal rate
Structure
Progressive
Burden @ $100K
$18,901

15

Hawaii

6.47% top marginal rate
Structure
Progressive
Burden @ $100K
$1,206

Bridges Needing Most Attention in Wisconsin

Six lowest-condition bridges in Wisconsin, ranked by composite NBI rating. Each is inspected at least every 24 months.

All Bridges in Wisconsin

LRD MAPLE AVENUE

Good

Over: TRIB. TO MUKWONAGO RIVER

0.3M SE OF STH 83, Waukesha, WI

Built 2004 Load: 32.4 t ADT: 530

LRD CHERRYWOOD DR

Good

Over: CANDLEWOOD CR

0.2M N WOODS RD, Waukesha, WI

Built 2004 Load: 32.4 t ADT: 284

LRD JEWEL CREST DR

Good

Over: LINILAC CR

0.2 M S JCT CTH HH, Waukesha, WI

Built 2003 Load: 32.4 t ADT: 420

LRD WOODVIEW DR

Good

Over: TRIB TO LILLY CREEK

150"N PASEO LN, Waukesha, WI

Built 2004 Load: 32.4 t ADT: 267

LRD TECHNOLOGY DR

Good

Over: TRIB FOX RIVER

0.1M N JCT CTH VV, Waukesha, WI

Built 2004 Load: 32.4 t ADT: 106

LRD POND VIEW CT R

Good

Over: DRAINAGE DITCH

0.5 M W STEPPING STONE WA, Waukesha, WI

Built 2006 Load: 32.4 t ADT: 630

IH RAMP TO IH 43 S

Good

Over: CALHOUN CR

0.1 MI S JCT MOORLAND RD, Waukesha, WI

Built 2008 Load: 32.4 t ADT: 4,000

LRD CTH P (SAWYER

Good

Over: BARK RIVER

0.3 MI SOUTH JCT IH 94, Waukesha, WI

Built 2016 Load: 32.4 t ADT: 3,100

LRD CLEARWATER DR

Good

Over: UNDERWOOD CREEK

1.4M S JCT STH 190, Waukesha, WI

Built 2008 Load: 32.4 t ADT: 150

LRD COUNTY LINE RD

Good

Over: TRIBUTARY NOR X WAY CHAN

.1MI E OF STH 145, Waukesha, WI

Built 1992 Load: 32.4 t ADT: 5,000

LRD JOANNE DR (DEA

Good

Over: DEER CREEK

0.6M S JCT USH 18, Waukesha, WI

Built 2016 Load: 32.4 t ADT: 10

LRD S LORD ST

Good

Over: POPLAR CREEK

0.3 M E BARKER RD, Waukesha, WI

Built 2019 Load: 32.4 t ADT: 1,000

LRD DORN RD

Good

Over: BARK RIVER

0.5M N JCT CTH EF (HARTIN, Waukesha, WI

Built 2018 Load: 32.4 t ADT: 2,600

STH 124TH ST

Good

Over: BR MENOMONEE RIVER

0.2 M S JCT STH 100, Waukesha, WI

Built 2001 Load: 32.4 t ADT: 11,300

LRD BELLA VISTA DR

Good

Over: WILLOW CREEK

4.3M WEST STH 175, Waukesha, WI

Built 2023 Load: 32.4 t ADT: 50

LRD JAMES DR

Good

Over: DEER CREEK

0.1M N JCT RYERSON RD, Waukesha, WI

Built 1983 Load: 32.4 t ADT: 29

CTH D (CLEVELAND A

Good

Over: DEER CREEK

0.1M W JCT CTH O, Waukesha, WI

Built 1959 Load: 32.4 t ADT: 13,100

LRD SHAMROCK LANE

Good

Over: BUTLER DITCH

0.7M N JCT STH 190, Waukesha, WI

Built 1988 Load: 32.4 t ADT: 562

LRD BLACKHAWK DR

Good

Over: CANAL

.25 MIL W OF SAND BEACH D, Waukesha, WI

Built 1981 Load: 32.4 t ADT: 94

LRD CENTER DRIVE

Good

Over: MILL BROOK

0.4M N JCT CTH ES, Waukesha, WI

Built 1990 Load: 32.4 t ADT: 510

LRD ELM VALLEY RD

Good

Over: SO BR LITTLE WOLF RIVER

1.7M E JCT STH 49, Waupaca, WI

Built 1984 Load: 32.4 t ADT: 301

LRD GRANITE QUARRY

Good

Over: S BR LITTLE WOLF RIVER

2.4M N JCT STH 49, Waupaca, WI

Built 1986 Load: 32.4 t ADT: 155

LRD WEIMANN RD

Good

Over: S BR LITTLE WOLF RIVER

0.5M E JCT CTH G, Waupaca, WI

Built 1988 Load: 32.4 t ADT: 45

CTH X

Good

Over: LITTLE WOLF RIVER

4.5M W JCT CTH W, Waupaca, WI

Built 2000 Load: 32.4 t ADT: 2,095

LRD TOWN LINE RD

Good

Over: LITTLE WOLF RIVER

200' S JCT STH 161, Waupaca, WI

Built 2013 Load: 32.4 t ADT: 276

STH 54

Good

Over: DRAINAGE WAY

1.40 MILE EAST STH 22/110, Waupaca, WI

Built 2017 Load: 32.4 t ADT: 4,000

CTH X

Good

Over: WOLF RIVER OVERFLOW

0.7 MI EAST OF DRIFTWOOD, Waupaca, WI

Built 2015 Load: 32.4 t ADT: 2,450

LRD MUD LAKE ROAD

Good

Over: COMET CREEK

1.1 M N BERGEN RD, Waupaca, WI

Built 1970 Load: 32.4 t ADT: 50

LRD COMET RD (DEAD

Good

Over: COMET CREEK

5.7M N JCT CTH C, Waupaca, WI

Built 1928 Load: 32.4 t ADT: 8

CTH G

Good

Over: S BR LITTLE WOLF RIVER

2.3M N JCT CTH B, Waupaca, WI

Built 1890 Load: 32.4 t ADT: 597

LRD ZABEL RD

Good

Over: HATTON CREEK

1.4M S JCT CTH X, Waupaca, WI

Built 1907 Load: 32.4 t ADT: 55

LRD MILL ST

Good

Over: S BR LITTLE WOLF RIVER

0.1M W JCT STH 49, Waupaca, WI

Built 1900 Load: 32.4 t ADT: 341

LRD BROWN ROAD

Good

Over: MOSQUITO CREEK

TOWN OF FREMONT, Waupaca, WI

Built 2000 Load: 32.4 t ADT: 251

STH 49

Good

Over: WILLOW CREEK

1.0M N JCT STH 21, Waushara, WI

Built 1987 Load: 32.4 t ADT: 3,000

LRD DAKOTA AVE.

Good

Over: BARNES CREEK

.1 MI W. OF 32 DRIVE, Waushara, WI

Built 2008 Load: 32.4 t ADT: 103

STH 21

Good

Over: WEST BRANCH WHITE RIVER

0.70 MI EAST OF CTH T, Waushara, WI

Built 2015 Load: 32.4 t ADT: 3,800

LRD 30TH AVE.

Good

Over: DRAINAGE WAY

0.25 MI. S JCT CYPRESS DR, Waushara, WI

Built 2013 Load: 32.4 t ADT: 126

STH 26

Good

Over: EIGHT MILE CREEK

0.6M N JCT CTH C, Winnebago, WI

Built 1964 Load: 32.4 t ADT: 9,400

LRD AMERICAN DR

Good

Over: S BR MUD CREEK

0.1M S JCT CTH BB, Winnebago, WI

Built 1976 Load: 32.4 t ADT: 8,700

LRD BUTTE DES MORT

Good

Over: MENASHA CREEK

1.5M S JCT CTH BB, Winnebago, WI

Built 1975 Load: 32.4 t ADT: 1,100

STH 21-CONGRESS ST

Good

Over: FOX RIVER

0.9M E JCT USH 41 TO N, Winnebago, WI

Built 1982 Load: 32.4 t ADT: 19,500

STH 21-CONGRESS ST

Good

Over: FOX RIVER

0.9M E JCT USH 41 TO N, Winnebago, WI

Built 1982 Load: 32.4 t ADT: 19,600

CTH-BB

Good

Over: DRAINAGE_DITCH

0.9M W JCT USH 41, Winnebago, WI

Built 1979 Load: 32.4 t ADT: 5,330

LRD OMRO RD

Good

Over: HONEY CREEK

4.3M E JCT CTH FF, Winnebago, WI

Built 1985 Load: 32.4 t ADT: 5,800

CTH-K

Good

Over: SAWYER CREEK

2.0M W JCT USH 41, Winnebago, WI

Built 1996 Load: 32.4 t ADT: 1,900

LRD CLAIRVILLE RD

Good

Over: EIGHT MILE CREEK

0.8M S JCT CTH N, Winnebago, WI

Built 1997 Load: 32.4 t ADT: 153

CTH-CB

Good

Over: DRAINAGE DITCH

0.17M N JCT USH 10, Winnebago, WI

Built 1998 Load: 32.4 t ADT: 9,100

STH 116

Good

Over: RUSH CREEK

0.1M E JCT CTH K TO N, Winnebago, WI

Built 2000 Load: 32.4 t ADT: 1,500

USH 10 WB

Good

Over: WISCONSIN CENTRAL LTD RR

3.1M W JCT STH 76, Winnebago, WI

Built 2003 Load: 32.4 t ADT: 8,700

LRD BROOKS RD

Good

Over: DAGGETS CREEK

500' EAST OF SKELTON BRID, Winnebago, WI

Built 2002 Load: 32.4 t ADT: 153

Showing 9,501-9,550 of 14,851 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.