State profile · Near national median SD

Montana bridge safety

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

5,122
Public bridges
28.3%
Good condition
6.7%
Poor condition
6.7%
Structurally deficient

Total Bridges

5,122

Public highway bridges in Montana

Good Condition

28.3%

1,447 bridges rated 7-9

-21.7pp vs 50% benchmark

Poor Condition

6.7%

343 bridges rated 0-4

Structurally Deficient

6.7%

343 bridges flagged for repair priority

-0.3pp vs national avg 7.0%

Montana vs national bridge condition

Montana — Good condition share 28.3%
National avg

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

Montana — Structurally deficient share 22.3%
National avg

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

Montana 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 Montana on the same metric.

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
Selected

30

Montana

6.70% top marginal rate
Structure
Progressive
Burden @ $100K
$5,122

36

New York

6.90% top marginal rate
Structure
Progressive
Burden @ $100K
$19,132

21

Kentucky

7.06% top marginal rate
Structure
Progressive
Burden @ $100K
$14,554

Bridges Needing Most Attention in Montana

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

All Bridges in Montana

I 90

Poor

Over: ABANDONED RR

THREE FORKS, Gallatin, MT

Built 1969 Load: 37.2 t ADT: 8,465

S 1

Poor

Over: CLARK FORK

DRUMMOND, Granite, MT

Built 1966 Load: 37.2 t ADT: 1,329

VANDALIA RD

Poor

Over: MILK RIVER 012

N VANDALIA, Valley, MT

Built 1989 Load: 37.2 t ADT: 53

S 83 FH 15

Poor

Over: LION CREEK

17M S SWAN LAKE, Lake, MT

Built 1996 Load: 38.1 t ADT: 1,206

SKALKAHO HWY

Poor

Over: SKALKAHO CREEK 053

1M E GRANTSDALE, Ravalli, MT

Built 1941 Load: 38.1 t ADT: 1,703

RD 763

Poor

Over: FISHER RIVER

FISHER RIVER, Lincoln, MT

Built 1969 Load: 38.2 t ADT: 50

I 90

Poor

Over: ANTELOPE CREEK

11.2M W DRUMMOND, Granite, MT

Built 1971 Load: 39.0 t ADT: 100

48TH ST W

Poor

Over: BEAVER CREEK 046

2M SW HAVRE, Hill, MT

Built 1966 Load: 39.9 t ADT: 100

IRR - US 2

Poor

Over: DRAINAGE

1M W DODSON, Phillips, MT

Built 1973 Load: 39.9 t ADT: 1,283

RD 36

Poor

Over: WOLF CR

WOLF CREEK MP 2.6, Lincoln, MT

Built 1969 Load: 40.5 t ADT: 50

US 191

Poor

Over: S FORK AMERICAN FORK

11M S HARLOWTON, Wheatland, MT

Built 1941 Load: 40.8 t ADT: 702

RED BARN RD

Poor

Over: LITTLE BITTERROOT RV 064

8M NE HOT SPRINGS, Lake, MT

Built 1960 Load: 41.8 t ADT: 100

NO DATA ENTERED

Poor

Over: DALY CR

NO DATA ENTERED, Ravalli, MT

Built 1958 Load: 42.1 t ADT: 5

S 23

Poor

Over: YELLOWSTONE RIVER

2M S SIDNEY, Richland, MT

Built 1994 Load: 42.6 t ADT: 2,423

MULLAN RD

Poor

Over: IRRIGATION CANAL

6M SE FRENCHTOWN, Missoula, MT

Built 1970 Load: 43.5 t ADT: 1,605

STAGE RD

Poor

Over: BIG WARM CREEK 027

24M S DODSON, Phillips, MT

Built 2004 Load: 43.5 t ADT: 100

IRR BIA RTE 1012

Poor

Over: DRY CREEK CANAL

9 KM S.E. OF ST. IGNATIUS, Lake, MT

Built 1975 Load: 45.5 t ADT: 50

S 5TH AVE E

Poor

Over: DODSON SOUTH CANAL 131

SE MALTA, Phillips, MT

Built 1986 Load: 49.0 t ADT: 100

S.FK.YAAK/PIPE CR.

Poor

Over: YAAK RIVER

JCT 68/92, TOWN OF YAAK., Lincoln, MT

Built 1951 Load: 54.1 t ADT: 99

BATTLEFIELD ROAD

Poor

Over: MEDICINE TAIL COULEE

I-90, EXIT 510, EAST ON U, Big Horn, MT

Built 1938 Load: 83.4 t ADT: 150

S 16

Poor

Over: CRANE CREEK

CRANE, Richland, MT

Built 1957 Load: 89.8 t ADT: 2,766

ROAD 261

Poor

Over: CRACKERBOX CREEK 043

16M SW GLENDIVE, Dawson, MT

Built 1997 Load: 99.9 t ADT: 21

CABIN CREEK LOOP

Poor

Over: CABIN CREEK 057

22M N PLEVNA, Fallon, MT

Built 1980 Load: 99.9 t ADT: 30

SCHAEFER RD

Poor

Over: PABLO FEEDER CANAL 086

4M SE POLSON, Lake, MT

Built 1985 Load: 99.9 t ADT: 100

IRR - US 2

Poor

Over: CHELSEA CREEK

12M E WOLF POINT, Roosevelt, MT

Built 1960 Load: 99.9 t ADT: 2,359

IRR - US 2

Poor

Over: DRAINAGE

3M E POPLAR, Roosevelt, MT

Built 1970 Load: 99.9 t ADT: 1,577

NO DATA ENTERED

Structurally Deficient

Over: EF CHICKEN CREEK

NO DATA ENTERED, Carbon, MT

Built 2021 ADT: 50

WESTMORE ROAD

Structurally Deficient

Over: SANDSTONE CREEK

15 M NW PLEVNA, Fallon, MT

Built 1920 ADT: 100

MAIN BOULDER ROAD

Structurally Deficient

Over: BOULDER RIVER

38 M SOUTH OF SPRINGDALE, Park, MT

Built 1950 ADT: 156

BLACK COULEE RD

Structurally Deficient

Over: BLACK COULEE 072

28M N DODSON, Phillips, MT

Built 1950 ADT: 49

SLEEPY HOLLOW LN

Structurally Deficient

Over: PRICKLY PEAR CREEK

3 M S MONTANA CITY, Jefferson, MT

Built 2010 Load: 2.7 t ADT: 100

SHEEP CR RD

Structurally Deficient

Over: SHEEP CREEK 097

12M S CASCADE, Cascade, MT

Built 1950 Load: 3.6 t ADT: 68

COAL CREEK RD

Structurally Deficient

Over: COAL CREEK 027

12M N PEERLESS, Daniels, MT

Built 1950 Load: 3.6 t ADT: 100

IRR BIA RTE 123

Structurally Deficient

Over: SOUTH FORK VALLEY CREEK

10.3 KM FROM US HWY 93, Sanders, MT

Built 1995 Load: 4.1 t ADT: 20

COUNTY ROAD 224

Structurally Deficient

Over: COAL CREEK 010

16M N PEERLESS, Daniels, MT

Built 1960 Load: 4.5 t ADT: 100

W BROADWAY STREET

Structurally Deficient

Over: BIG SPRING CREEK 062

LEWISTOWN-W BROADWAY ST, Fergus, MT

Built 1940 Load: 4.5 t ADT: 100

VALLEY RD

Structurally Deficient

Over: CROW CREEK 066

10M SW RONAN, Lake, MT

Built 1965 Load: 4.5 t ADT: 100

MOUNTAIN VIEW RD

Structurally Deficient

Over: PABLO FEEDER CANAL 004

6M SE POLSON, Lake, MT

Built 1982 Load: 4.5 t ADT: 100

PISHKUN ROAD

Structurally Deficient

Over: Sun River

19 miles NW of Augusta, Lewis and Clark, MT

Built 1916 Load: 4.5 t ADT: 40

FOX FARM RD

Structurally Deficient

Over: ESPEIL COULEE 008

9M E GLASGOW, Valley, MT

Built 1930 Load: 4.5 t ADT: 100

OLD TOWN RD

Structurally Deficient

Over: JEFFERSON RIVER 063

2M N THREE FORKS, Gallatin, MT

Built 1894 Load: 5.4 t ADT: 100

HOMESTEAD DR

Structurally Deficient

Over: PINKHAM CREEK 140

9M SW EUREKA, Lincoln, MT

Built 1914 Load: 5.4 t ADT: 100

BIG SWAMP CR RD /

Structurally Deficient

Over: BIG HOLE RIVER 089

5M NW JACKSON, Beaverhead, MT

Built 1925 Load: 7.3 t ADT: 100

RYAN CANYON RD

Structurally Deficient

Over: BEAVERHEAD RIVER 023

1.2M S BARRETTS INT, Beaverhead, MT

Built 1908 Load: 7.3 t ADT: 14

HWY 287 BYPASS

Structurally Deficient

Over: MISSOURI RIVER 019

TOSTON, Broadwater, MT

Built 1920 Load: 7.3 t ADT: 175

PAULSON RD

Structurally Deficient

Over: PABLO A CANAL 034

5M S POLSON, Lake, MT

Built 1960 Load: 7.3 t ADT: 100

MCLEOD MAIN ST

Structurally Deficient

Over: WEST BOULDER RIVER 025

MCLEOD, Sweet Grass, MT

Built 1912 Load: 8.2 t ADT: 100

RANDALL RD

Structurally Deficient

Over: TWO LEGGIN`S CANAL 015

3M SW HARDIN, Big Horn, MT

Built 1940 Load: 9.1 t ADT: 100

WELCH RD

Structurally Deficient

Over: TWO MEDICINE CANAL 016

12M SW CUT BANK, Glacier, MT

Built 1960 Load: 9.1 t ADT: 100

HAMMOND CREEK RD

Structurally Deficient

Over: ROCK CREEK 025

5M E CLYDE PARK, Park, MT

Built 1967 Load: 10.9 t ADT: 100

Showing 5,051-5,100 of 5,122 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.