State profile · Below national median SD

Minnesota bridge safety

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

11,969
Public bridges
55.0%
Good condition
3.6%
Poor condition
3.6%
Structurally deficient

Total Bridges

11,969

Public highway bridges in Minnesota

Good Condition

55.0%

6,580 bridges rated 7-9

5.0pp vs 50% benchmark

Poor Condition

3.6%

435 bridges rated 0-4

Structurally Deficient

3.6%

435 bridges flagged for repair priority

-3.4pp vs national avg 7.0%

Minnesota vs national bridge condition

Minnesota — Good condition share 55.0%
National avg

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

Minnesota — Structurally deficient share 12.1%
National avg

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

Minnesota 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 Minnesota on the same metric.

51

Virginia

3.03% top marginal rate
Structure
Progressive
Burden @ $100K
$14,122

01

Alabama

3.35% top marginal rate
Structure
Progressive
Burden @ $100K
$13,471
Selected

27

Minnesota

3.63% top marginal rate
Structure
Progressive
Burden @ $100K
$11,969

09

Connecticut

3.95% top marginal rate
Structure
Progressive
Burden @ $100K
$4,277

47

Tennessee

3.97% top marginal rate
Structure
Progressive
Burden @ $100K
$20,426

Bridges Needing Most Attention in Minnesota

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

All Bridges in Minnesota

T 72

Structurally Deficient

Over: YELLOW MEDICINE RIVER

0.2 MI E OF JCT CSAH 8, Lincoln, MN

Built 1913 Load: 5.9 t ADT: 8

MSAS 113

Structurally Deficient

Over: TCW RR

1.1 MI S OF JCT CSAH 18, Carver, MN

Built 1913 Load: 6.5 t ADT: 736

T 201

Structurally Deficient

Over: STREAM

0.1 MI S OF JCT TH 76, Houston, MN

Built 1919 Load: 6.5 t ADT: 18

CSAH 8

Structurally Deficient

Over: TUTTLE LAKE OUTLET

1.5 MI W OF JCT CR 133, Martin, MN

Built 1959 Load: 6.5 t ADT: 480

T 59

Structurally Deficient

Over: LAC QUI PARLE RIVER

1.5 MI S OF JCT CSAH 36, Yellow Medicine, MN

Built 1915 Load: 6.5 t ADT: 5

T 362

Structurally Deficient

Over: N FK CROW RIVER

0.1 MI S OF JCT CSAH 27, Meeker, MN

Built 1899 Load: 6.8 t ADT: 24

M 340

Structurally Deficient

Over: STREAM

0.1 MI W OF JCT CR444, St. Louis, MN

Built 1968 Load: 6.8 t ADT: 20

CSAH 12

Structurally Deficient

Over: CHETAMBA CREEK

1.6 MI N OF JCT CSAH 11, Renville, MN

Built 1966 Load: 7.3 t ADT: 270

M 85

Structurally Deficient

Over: MIDWAY RIVER

0.3 MI N OF JCT TH 2, St. Louis, MN

Built 1961 Load: 7.8 t ADT: 50

M 2298

Structurally Deficient

Over: MIDTOWN GREENWAY

0.1 MI N OF LAKE ST, Hennepin, MN

Built 1915 Load: 8.1 t ADT: 3,772

T 215

Structurally Deficient

Over: S BR BUFFALO RIVER

0.5 MI S OF JCT CR 67, Clay, MN

Built 1950 Load: 8.2 t ADT: 21

MSAS 190

Structurally Deficient

Over: MIDTOWN GREENWAY

0.1 MI N OF LAKE ST, Hennepin, MN

Built 1914 Load: 8.2 t ADT: 8,600

CSAH 21

Structurally Deficient

Over: ELM CREEK

1.1 MI S OF JCT CSAH 38, Martin, MN

Built 1953 Load: 8.2 t ADT: 70

T 18

Structurally Deficient

Over: CO DITCH # 3

0.5 MI W OF JCT CR 59, Lac qui Parle, MN

Built 1958 Load: 9.8 t ADT: 32

T 133

Structurally Deficient

Over: ST FRANCIS RIVER

0.4 MI W OF JCT CSAH 7, Benton, MN

Built 1959 Load: 10.1 t ADT: 16

T 177

Structurally Deficient

Over: STREAM

0.2 MI S OF JCT CSAH 24, Dodge, MN

Built 1945 Load: 10.8 t ADT: 31

T 246

Structurally Deficient

Over: STREAM

1.3 MI W OF JCT TH 58, Goodhue, MN

Built 1920 Load: 11.0 t ADT: 20

T 2

Structurally Deficient

Over: STREAM

0.8 MI N OF JCT CSAH 24, Lac qui Parle, MN

Built 1973 Load: 11.0 t ADT: 89

CR M

Structurally Deficient

Over: STREAM

0.2 MI E OF JCT TH 56, Dodge, MN

Built 1951 Load: 11.4 t ADT: 92

T 310

Structurally Deficient

Over: N BR TWO RIVERS

0.3 MI E OF JCT CSAH 1, Kittson, MN

Built 1907 Load: 11.6 t ADT: 12

T 47

Structurally Deficient

Over: BNSF RR

0.3 MI E OF JCT TH 65, Isanti, MN

Built 1985 Load: 12.1 t ADT: 11

CR 51

Structurally Deficient

Over: ST FRANCIS RIVER

0.4 MI W OF JCT CSAH 6, Benton, MN

Built 1973 Load: 13.1 t ADT: 510

T 377

Structurally Deficient

Over: STREAM

0.3 MI S OF JCT CSAH 11, Goodhue, MN

Built 1964 Load: 13.1 t ADT: 15

CR 57

Structurally Deficient

Over: HIGH ISLAND CREEK

0.5 MI N OF JCT CSAH 17, McLeod, MN

Built 1964 Load: 13.1 t ADT: 170

CSAH 13

Structurally Deficient

Over: HIGH ISLAND CREEK

1.0 MI N OF JCT CSAH 17, McLeod, MN

Built 1964 Load: 13.1 t ADT: 379

T 240

Structurally Deficient

Over: STONY CREEK

0.7 MI E OF JCT CSAH 52, Clay, MN

Built 1945 Load: 13.7 t ADT: 5

CSAH 21

Structurally Deficient

Over: DITCH

2.0 MI S OF JCT TH 40, Lac qui Parle, MN

Built 1973 Load: 14.1 t ADT: 65

T 95

Structurally Deficient

Over: RABBIT RIVER

0.3 MI N OF JCT TH9, Wilkin, MN

Built 1920 Load: 14.9 t ADT: 20

CSAH 52

Structurally Deficient

Over: WHITE WATER CREEK

0.3 MI SW OF JCT TH 13, Le Sueur, MN

Built 1922 Load: 15.6 t ADT: 1,150

T 295

Structurally Deficient

Over: FORT RIDGELY CREEK

0.1 MI W OF JCT CSAH 3, Renville, MN

Built 1962 Load: 15.9 t ADT: 3

T 149

Structurally Deficient

Over: FIVE MILE CREEK

1.4 MI SW OF JCT TH 7, Big Stone, MN

Built 1968 Load: 16.2 t ADT: 10

T 104

Structurally Deficient

Over: JUD DITCH # 14

1.0 MI S OF JCT CSAH16, Traverse, MN

Built 1955 Load: 16.2 t ADT: 12

CSAH 12

Structurally Deficient

Over: LITTLE ROCK CREEK

0.7 MI NE OF JCT 10, Benton, MN

Built 1967 Load: 18.0 t ADT: 1,100

CSAH 7

Structurally Deficient

Over: STREAM

2.1 MI N OF JCT CSAH 2, Mower, MN

Built 1967 Load: 18.0 t ADT: 285

T 121

Structurally Deficient

Over: JUD DITCH # 12

0.1 N OF JCT TH9, Wilkin, MN

Built 1950 Load: 18.0 t ADT: 1

CR 40

Structurally Deficient

Over: LITTLE ROCK CREEK

0.7 MI W OF JCT CR 56, Benton, MN

Built 1973 Load: 18.1 t ADT: 60

CSAH 38

Structurally Deficient

Over: CO DITCH # 3

0.2 MI W OF JCT CR 59, Lac qui Parle, MN

Built 1974 Load: 19.6 t ADT: 105

T 329

Structurally Deficient

Over: ELM CREEK

2.8 MI W OF JCT CR. 107, Martin, MN

Built 1924 Load: 19.6 t ADT: 16

T 69

Structurally Deficient

Over: E FK LAC QUI PARLE RIVER

1.7 MI W OF JCT TH 75, Lincoln, MN

Built 1958 Load: 20.0 t ADT: 30

CSAH 2

Structurally Deficient

Over: BEAVER CREEK

2.0 MI E OF JCT CSAH 1, Renville, MN

Built 1965 Load: 21.2 t ADT: 225

T 59

Structurally Deficient

Over: DITCH

1.1 MI S OF JCT CSAH 24, Lac qui Parle, MN

Built 1967 Load: 22.2 t ADT: 50

T 68

Structurally Deficient

Over: WOODBURY CREEK

0.8 MI N OF JCT CSAH 6, Mower, MN

Built 1965 Load: 22.2 t ADT: 49

CR 52

Structurally Deficient

Over: POMME DE TERRE RIVER

0.8 MI E OF JCT CSAH 21, Grant, MN

Built 1964 Load: 22.7 t ADT: 55

CSAH 13

Structurally Deficient

Over: ELK RIVER

1.0 MI W OF JCT CSAH 3, Benton, MN

Built 1968 Load: 22.9 t ADT: 340

T 74

Structurally Deficient

Over: MAYO CREEK

0.1 MI W OF E CO LINE, Cass, MN

Built 1985 Load: 22.9 t ADT: 20

CR 38

Structurally Deficient

Over: CP RAIL

AT JCT TH 55, Grant, MN

Built 1910 Load: 23.5 t ADT: 30

M 1

Structurally Deficient

Over: CENTER CREEK

0.5 MI NW OF JCT NORTH A, Martin, MN

Built 1945 Load: 23.5 t ADT: 70

M 26

Structurally Deficient

Over: VALLEY CREEK

0.2 MI N OF JCT CSAH 21, Washington, MN

Built 1924 Load: 23.9 t ADT: 268

CSAH 1

Structurally Deficient

Over: RED RIVER OF THE NORTH

2.5 MI W OF JCT TH 75, Polk, MN

Built 1939 Load: 24.9 t ADT: 205

CSAH 22

Structurally Deficient

Over: W BR RUM RIVER

0.2 MI W OF JCT CSAH 7, Benton, MN

Built 1966 Load: 26.1 t ADT: 540

Showing 11,901-11,950 of 11,969 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.