State profile · Below national median SD

Kansas bridge safety

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

23,867
Public bridges
50.2%
Good condition
5.2%
Poor condition
5.2%
Structurally deficient

Total Bridges

23,867

Public highway bridges in Kansas

Good Condition

50.2%

11,979 bridges rated 7-9

0.2pp vs 50% benchmark

Poor Condition

5.2%

1,253 bridges rated 0-4

Structurally Deficient

5.2%

1,253 bridges flagged for repair priority

-1.7pp vs national avg 7.0%

Kansas vs national bridge condition

Kansas — Good condition share 50.2%
National avg

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

Kansas — Structurally deficient share 17.5%
National avg

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

Kansas 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 Kansas on the same metric.

53

Washington

4.81% top marginal rate
Structure
Progressive
Burden @ $100K
$8,808

18

Indiana

4.94% top marginal rate
Structure
Progressive
Burden @ $100K
$18,630
Selected

20

Kansas

5.25% top marginal rate
Structure
Progressive
Burden @ $100K
$23,867

56

Wyoming

5.41% top marginal rate
Structure
Progressive
Burden @ $100K
$3,181

16

Idaho

5.51% top marginal rate
Structure
Progressive
Burden @ $100K
$1,742

Bridges Needing Most Attention in Kansas

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

All Bridges in Kansas

95th

Good

Over: SANTA FE RAILROAD

2.2E 3.0S OF DERBY, Sedgwick, KS

Built 1985 Load: 32.4 t ADT: 1,875

55th

Good

Over: TRIB. TO SPRING CREEK

2.4E 3.0N OF DERBY, Sedgwick, KS

Built 1994 Load: 32.4 t ADT: 50

127th

Good

Over: TRIB. TO PRAIRIE CREEK

127thE, 0.1 N of 93rdN, Sedgwick, KS

Built 1997 Load: 32.4 t ADT: 50

127th

Good

Over: TRIB. TO FOUR MILE CREEK

127thE, 0.4 N of 31stS, Sedgwick, KS

Built 1992 Load: 32.4 t ADT: 565

37th N

Good

Over: TRIB. TO DRY CREEK

37thN, 0.2 E of 127thE, Sedgwick, KS

Built 1994 Load: 32.4 t ADT: 200

E 117th St N

Good

Over: TRIB. TO WILDCAT CREEK

117thN, 0.9 E of 127thE, Sedgwick, KS

Built 1997 Load: 32.4 t ADT: 50

103rd

Good

Over: SMALL STREAM

103rdS, 0.9 E of 127thE, Sedgwick, KS

Built 1988 Load: 32.4 t ADT: 50

LOCAL RD.

Good

Over: TRIB. TO DRY CREEK

37thN, 0.1 E of 143rdE, Sedgwick, KS

Built 1997 Load: 32.4 t ADT: 50

159th

Good

Over: PAWNEE AVENUE CREEK

5.0E 1.0N MCCONNELL AFB, Sedgwick, KS

Built 1993 Load: 32.4 t ADT: 50

N.W. 39TH. ST. 163

Good

Over: TRIB. TO SOLDIER CREEK

1.3W US75 1.7N US24, Shawnee, KS

Built 2003 Load: 32.4 t ADT: 200

NW Lyman Rd.

Good

Over: Old Soldier Cr.

297.18m W. of NW Lyman &_, Shawnee, KS

Built 1968 Load: 32.4 t ADT: 7,260

I-70 HWY

Good

Over: STINSON CREEK

4.95 MI W DOUGLAS COLN, Shawnee, KS

Built 2002 Load: 32.4 t ADT: 13,800

US-75 HIGHWAY, SB

Good

Over: BNSF RAILROAD

3.49 MI N OSAGE CL, Shawnee, KS

Built 2001 Load: 32.4 t ADT: 4,380

SW 140 Ave

Good

Over: RATTLESNAKE CREEK

11.4S 14.0W OF ST. JOHN, Stafford, KS

Built 1984 Load: 32.4 t ADT: 20

SW 130 Ave

Good

Over: TRIB. TO RATTLESNAKE CK.

11.0S 13.0W OF ST. JOHN, Stafford, KS

Built 1997 Load: 32.4 t ADT: 15

SW 110 Ave

Good

Over: RATTLESNAKE CREEK

10.5S 11.0W OF ST. JOHN, Stafford, KS

Built 1998 Load: 32.4 t ADT: 10

SW 100 Ave

Good

Over: RATTLESNAKE CREEK

10.4S 10.0W OF ST. JOHN, Stafford, KS

Built 1997 Load: 32.4 t ADT: 15

NW 30th St.

Good

Over: LITTLE WILD HORSE CREEK.

9.4W OF ST. JOHN, Stafford, KS

Built 1996 Load: 32.4 t ADT: 25

NW 90 Ave

Good

Over: WILD HORSE CREEK

3.4N 9.0W OF ST. JOHN, Stafford, KS

Built 1995 Load: 32.4 t ADT: 15

NW 70 Ave

Good

Over: LITTLE WILD HORSE CREEK

2.2N 7.0W OF ST. JOHN, Stafford, KS

Built 1998 Load: 32.4 t ADT: 20

NW 50 St

Good

Over: LITTLE WILD HORSE CREEK.

2.0N 6.8W OF ST. JOHN, Stafford, KS

Built 1996 Load: 32.4 t ADT: 15

NW 50 St

Good

Over: LITTLE WILD HORSE CREEK

2.0N 6.5W OF ST. JOHN, Stafford, KS

Built 1996 Load: 32.4 t ADT: 20

NW 70 St

Good

Over: WILD HORSE CREEK

4.0N 6.4W OF ST. JOHN, Stafford, KS

Built 1994 Load: 32.4 t ADT: 15

NW 60 Ave

Good

Over: WILD HORSE CREEK

3.6N 5.3W OF ST. JOHN, Stafford, KS

Built 1994 Load: 32.4 t ADT: 15

SW 60 Ave

Good

Over: RATTLESNAKE CREEK

8.1S 6.0W OF ST. JOHN, Stafford, KS

Built 1994 Load: 32.4 t ADT: 20

NW 60 St

Good

Over: LITTLE WILD HORSE CREEK.

3.0N 5.3W OF ST. JOHN, Stafford, KS

Built 1996 Load: 32.4 t ADT: 15

NW 40 Ave

Good

Over: BEAR CREEK

3.4N 3.0W OF ST. JOHN, Stafford, KS

Built 1981 Load: 32.4 t ADT: 20

SE 50 Ave

Good

Over: TRIB.N.FORK NINNESCAH RV

3.0E 11.5S OF ST.JOHN, Stafford, KS

Built 1990 Load: 32.4 t ADT: 15

SE 30 St

Good

Over: TRIB. N. FK. NINNESCAH

3.0S 1.7E OF STAFFORD, Stafford, KS

Built 1990 Load: 32.4 t ADT: 25

SE 10 St

Good

Over: DOOLEYVILLE CREEK

1.0S 2.4E OF STAFFORD, Stafford, KS

Built 1975 Load: 32.4 t ADT: 20

SE 120 Ave

Good

Over: TRIB. N. FK. NINNESCAH

6.2S 4.0E OF STAFFORD, Stafford, KS

Built 1990 Load: 32.4 t ADT: 15

SE 50 St.

Good

Over: TRIB. N. FK. NINNESCAH

5.5S 4.3E OF STAFFORD, Stafford, KS

Built 2001 Load: 32.4 t ADT: 10

RS 788 17-56-5

Good

Over: TRIB. TO FALL CREEK

1.5N 2.0W OF CALDWELL, Sumner, KS

Built 1900 Load: 32.4 t ADT: 56

LOCAL 22-5-5

Good

Over: TRIB. TO CHIKASKIA RIVER

3.0N 0.5E OF ARGONIA, Sumner, KS

Built 1994 Load: 32.4 t ADT: 20

LOCAL 15-4-9

Good

Over: SOUTH BRANCH-SLATE CREEK

3.1N 2.0W CONWAY SPRINGS, Sumner, KS

Built 1993 Load: 32.4 t ADT: 20

LOCAL 6-15-1

Good

Over: SOUTH BRANCH SLATE CREEK

5.1E OF MILTON, Sumner, KS

Built 1993 Load: 32.4 t ADT: 15

LOCAL 15-2-9

Good

Over: SLATE CREEK

4.1N 2.0W CONWAY SPRINGS, Sumner, KS

Built 1993 Load: 32.4 t ADT: 20

MINOR 33-34-3

Good

Over: WELLINGTON LAKE

2.3S 2.0E OF MAYFIELD, Sumner, KS

Built 1993 Load: 32.4 t ADT: 20

W. 60th St. S.

Good

Over: TRIB. W. SHOO FLY CREEK

2.0N 1.0E OF PERTH, Sumner, KS

Built 1992 Load: 32.4 t ADT: 25

LOCAL 0-41-6

Good

Over: TRIB. TO NINNESCAH RIVER

3.1W OF PECK, Sumner, KS

Built 1993 Load: 32.4 t ADT: 35

LOCAL 50-45-1

Good

Over: TRIB. TO SPRING CREEK

4.0N 0.1E OF SOUTH HAVEN, Sumner, KS

Built 1992 Load: 32.4 t ADT: 15

LOCAL 24-47-2

Good

Over: HARGIS CREEK

1.0N 0.7E OF WELLINGTON, Sumner, KS

Built 1993 Load: 32.4 t ADT: 20

LOCAL 50-49-1

Good

Over: MERIDIAN CREEK

4.0N 2.1E OF SOUTH HAVEN, Sumner, KS

Built 1993 Load: 32.4 t ADT: 15

LOCAL 42-57-9

Good

Over: TRIB. TO SLATE CREEK

6.5S OF DALTON, Sumner, KS

Built 1993 Load: 32.4 t ADT: 10

LOCAL 54-59-1

Good

Over: BITTER CREEK

1.9W OF ASHTON, Sumner, KS

Built 1993 Load: 32.4 t ADT: 10

CO10-1.15 RS 1787

Good

Over: TRIB. TO VERDIGRIS RIVER

0.7S 4.7E OF COYVILLE, Wilson, KS

Built 2019 Load: 32.4 t ADT: 74

LOCAL RD. 28.2-E.3

Good

Over: Owl Creek

0.8N 3.2E OF ST.PATS, Atchison, KS

Built 2013 Load: 32.5 t ADT: 10

I-35 HWY SB (KTA)

Good

Over: S. FORK COTTONWOOD RIVER

3.73 MI NE BUTLER CO LINE, Chase, KS

Built 1956 Load: 32.5 t ADT: 8,600

I-35 HWY NB (KTA)

Good

Over: S. FORK COTTONWOOD RIVER

3.72 MI NE BUTLER CO LINE, Chase, KS

Built 1956 Load: 32.5 t ADT: 8,600

22ND. RD. 114

Good

Over: TRIB.HICKORY CREEK

4.0S 4.0E LEBO, Coffey, KS

Built 1991 Load: 32.5 t ADT: 460

Showing 15,851-15,900 of 23,867 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.