Total Bridges
22,733
Public highway bridges in Oklahoma
State profile · Near national median SD
Oklahoma bridge safety
Condition ratings, load ratings, and structural-deficiency data for every public highway bridge in Oklahoma — drawn straight from the FHWA National Bridge Inventory.
- 22,733
- Public bridges
- 38.2%
- Good condition
- 7.5%
- Poor condition
- 7.5%
- Structurally deficient
Good Condition
38.2%
8,693 bridges rated 7-9
-11.8pp vs 50% benchmark
Poor Condition
7.5%
1,705 bridges rated 0-4
Structurally Deficient
7.5%
1,705 bridges flagged for repair priority
0.5pp vs national avg 7.0%
Oklahoma vs national bridge condition
Oklahoma — Good condition share 38.2%
National avg
Share of bridges rated 7-9 on the FHWA 0-9 scale (deck, superstructure, substructure all good).
Oklahoma — Structurally deficient share 25.0%
National avg
Lower is better. Bar maxes at 30% (worst-state ceiling). National average sits at 7.0%.
Condition Distribution
Bridge inventory deck-condition mix — Oklahoma (FHWA NBI)
Counties (77)
Adair 139 Alfalfa 386 Atoka 232 Beaver 189 Beckham 309 Blaine 271 Bryan 285 Caddo 414 Canadian 492 Carter 339 Cherokee 203 Choctaw 216 Cimarron 93 Cleveland 316 Coal 139 Comanche 592 Cotton 213 Craig 176 Creek 391 Custer 382 Delaware 159 Dewey 167 Ellis 152 Garfield 504 Garvin 323 Grady 446 Grant 471 Greer 225 Harmon 106 Harper 128 Haskell 153 Hughes 205 Jackson 284 Jefferson 150 Johnston 150 Kay 414 Kingfisher 294 Kiowa 474 Latimer 196 Le Flore 466 Lincoln 448 Logan 280 Love 130 Major 266 Marshall 78 Mayes 232 McClain 239 McCurtain 260 McIntosh 198 Murray 128 Muskogee 396 Noble 342 Nowata 126 Okfuskee 204 Oklahoma 1216 Okmulgee 305 Osage 356 Ottawa 265 Pawnee 171 Payne 384 Pittsburg 409 Pontotoc 238 Pottawatomie 400 Pushmataha 245 Roger Mills 153 Rogers 267 Seminole 293 Sequoyah 260 Stephens 380 Texas 110 Tillman 281 Tulsa 1124 Wagoner 253 Washington 214 Washita 361 Woods 310 Woodward 167
Oklahoma 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 Oklahoma on the same metric.
21
Kentucky
7.06% top marginal rate
33
New Hampshire
7.08% top marginal rate
40
Oklahoma
7.50% top marginal rate
35
New Mexico
7.61% top marginal rate
44
Rhode Island
7.69% top marginal rate
Bridges Needing Most Attention in Oklahoma
Six lowest-condition bridges in Oklahoma, ranked by composite NBI rating. Each is inspected at least every 24 months.
N3248 (WALNUT ST.)
PoorOver: RUSH CREEK (WALNUT ST.)
0.5 MI SE OF COURTHOUSE, Garvin, OK
Built 1920 Load: 0.1 t ADT: 4,200
N2280
Structurally DeficientOver: CREEK
1.2E 2.9N OF ARAPAHO, Custer, OK
Built 1920 Load: 1.8 t ADT: 24
N3070
Structurally DeficientOver: CREEK
7.E 3.S OF HUNTER, Garfield, OK
Built 1922 Load: 1.8 t ADT: 25
E0560
Structurally DeficientOver: BITTER CREEK
.5N 9E OF BISON, Garfield, OK
Built 1953 Load: 1.8 t ADT: 60
E0450
Structurally DeficientOver: CREEK
7W 2.5S OF I-35/CM TPK, Noble, OK
Built 1941 Load: 1.8 t ADT: 24
6338C
PoorOver: CREEK
.6 N & .2 W OF WANETTE, Pottawatomie, OK
Built 1940 Load: 1.8 t ADT: 70
All Bridges in Oklahoma
N4210
FairOver: SNOW CREEK
10.6 MI NE OF SH 10, Nowata, OK
Built 1939 Load: 19.6 t ADT: 100
E0160
FairOver: COON CREEK
3.2NE OF CHILDER, Nowata, OK
Built 2009 Load: 19.6 t ADT: 100
N4230
FairOver: PANTHER CREEK
1 E SH-28, Nowata, OK
Built 2022 Load: 19.6 t ADT: 100
N3200 (HIWASSEE
FairOver: CREEK
.1N 23 ST., Oklahoma, OK
Built 1937 Load: 19.6 t ADT: 1,500
E1060 (NE 10)
FairOver: CREEK
.5E OF HIWASSEE RD, Oklahoma, OK
Built 1937 Load: 19.6 t ADT: 3,000
E1060 (NE 10)
FairOver: CREEK
.2E OF CHOCTAW RD, Oklahoma, OK
Built 1937 Load: 19.6 t ADT: 2,000
E1070 (RENO AVE.)
FairOver: CREEK
.5E OF CHOCTAW RD, Oklahoma, OK
Built 1939 Load: 19.6 t ADT: 2,000
E1070 (RENO AVE.)
FairOver: CREEK
.8E OF HENNEY RD, Oklahoma, OK
Built 1940 Load: 19.6 t ADT: 2,000
N3230 (INDIAN MERI
FairOver: CREEK
1.8N OF NE 23 ST, Oklahoma, OK
Built 1940 Load: 19.6 t ADT: 500
FAU 9701 (TRIPLE X
FairOver: CREEK
SOUTH SIDE NE 36 ST, Oklahoma, OK
Built 1950 Load: 19.6 t ADT: 500
E1070 (RENO AVE.)
FairOver: CREEK
.7E OF ANDERSON RD, Oklahoma, OK
Built 1939 Load: 19.6 t ADT: 1,500
N3200 (HIWASSEE
FairOver: CREEK
.2S 23 ST, Oklahoma, OK
Built 1984 Load: 19.6 t ADT: 3,000
N3215
FairOver: CHOCTAW CREEK
.1S NE23RD ON HARPER RD, Oklahoma, OK
Built 1996 Load: 19.6 t ADT: 500
N4060
FairOver: GRAVE CREEK
4.0 E; 0.8 S MORRIS, Okmulgee, OK
Built 1987 Load: 19.6 t ADT: 100
N3730
FairOver: MUD CREEK
4S of HWY60 on FARRELL AV, Osage, OK
Built 1912 Load: 19.6 t ADT: 832
N3740 (LYNN AVE)
FairOver: BIRD CREEK
.5S SH60 1W of SH99, Osage, OK
Built 1912 Load: 19.6 t ADT: 1,000
E0350
FairOver: GRAYHORSE CREEK
4 MI. S.E. OF FAIRFAX, Osage, OK
Built 1925 Load: 19.6 t ADT: 50
D0230
FairOver: CREEK
.2S ARK. R .1N HWY 60, Osage, OK
Built 1927 Load: 19.6 t ADT: 100
5748C
FairOver: CREEK
12.0 MI SW OF BOULANGER, Osage, OK
Built 1930 Load: 19.6 t ADT: 24
IRR D0275
FairOver: CREEK
.5E OF ARKANSAS R 2.5S 60, Osage, OK
Built 1936 Load: 19.6 t ADT: 280
D3705
FairOver: PAWHUSKA LAKE
3SW OF PAWHUSKA, Osage, OK
Built 1936 Load: 19.6 t ADT: 25
N3679
FairOver: DRY CREEK
6.5 S.E. OF FORAKER, Osage, OK
Built 1937 Load: 19.6 t ADT: 24
E0230
FairOver: CREEK
6E ARKANSAS.R.;.4N HWY60, Osage, OK
Built 1939 Load: 19.6 t ADT: 256
E0450
FairOver: CREEK
1.5W - OLD CO BARN-OAK ST, Osage, OK
Built 1940 Load: 19.6 t ADT: 384
D3732
FairOver: BIRD CREEK TRIB.
1NW OF PAWHUSKA, Osage, OK
Built 1939 Load: 19.6 t ADT: 175
E0420
FairOver: CREEK
.75SE OF JCT HWY 99 & 20, Osage, OK
Built 1940 Load: 19.6 t ADT: 320
S.H. 18
FairOver: HAINES CREEK
4.7 MI. N. JCT. SH 11, Osage, OK
Built 1941 Load: 19.6 t ADT: 450
S.H. 18
FairOver: CREEK
5.9 MI.N.JCT.SH 11, Osage, OK
Built 1941 Load: 19.6 t ADT: 450
IRR N3688
FairOver: CLEAR CREEK
2.4S OF PAWHUSKA AIRPORT, Osage, OK
Built 1945 Load: 19.6 t ADT: 40
68TH W. AVE.
FairOver: ROCK CREEK
7 MILES S.W. SKIATOOK, Osage, OK
Built 1945 Load: 19.6 t ADT: 960
IRR 5734C
FairOver: SIMPKINS CREEK
4.4E ARK.RIV.;5S OF HWY60, Osage, OK
Built 1955 Load: 19.6 t ADT: 380
5776C
FairOver: CREEK
3.5 MI. WEST OF WYNONA, Osage, OK
Built 1963 Load: 19.6 t ADT: 150
E0440-COUNTRY ROAD
FairOver: CREEK
3.5 N.W. OF SKIATOOK, Osage, OK
Built 1970 Load: 19.6 t ADT: 475
E0235(15TH.STREET)
FairOver: ABANDONED R.R. UNDER
15TH.ST.;WEST OF PARKER A, Osage, OK
Built 1970 Load: 19.6 t ADT: 2,000
IRR 5762C
FairOver: SAND CREEK
2.0 MI S OF US 60, Osage, OK
Built 1971 Load: 19.6 t ADT: 424
E0480 W 113TH ST N
FairOver: GUESSO CREEK
3.5S HWY20;3W TULSA CO.LN, Osage, OK
Built 1996 Load: 19.6 t ADT: 550
D0079
FairOver: CREEK
2.5MI.S SH-10 4MI.W CL., Osage, OK
Built 1925 Load: 19.6 t ADT: 50
N. 41ST. W. AVE.
FairOver: CREEK
3.3N TULSA C/L, Osage, OK
Built 2008 Load: 19.6 t ADT: 746
N3740
FairOver: BIRCH CREEK
2N OF WYNONA, Osage, OK
Built 1930 Load: 19.6 t ADT: 100
IRR E0180
FairOver: CREEK
0.4 N. 1.0 W. FAIRLAND, Ottawa, OK
Built 1939 Load: 19.6 t ADT: 100
IRR E0170
FairOver: CREEK
E0170N4550005, Ottawa, OK
Built 1939 Load: 19.6 t ADT: 40
S.H. 10 C
FairOver: CREEK
1.5 MI E SH10, Ottawa, OK
Built 1940 Load: 19.6 t ADT: 4,200
S.H. 10
FairOver: CREEK
5.4 MI N DELAWARE CO, Ottawa, OK
Built 1944 Load: 19.6 t ADT: 3,800
IRR E0060
FairOver: BRANCH CREEK
1.N 2E OF PEORIA, Ottawa, OK
Built 1938 Load: 19.6 t ADT: 100
5804C
FairOver: TAR CREEK
.8W OF 69 HWY ON A ST, Ottawa, OK
Built 1974 Load: 19.6 t ADT: 100
N4551
FairOver: CREEK
28TH & 'E' ST., Ottawa, OK
Built 1985 Load: 19.6 t ADT: 200
N4500
FairOver: NORTH SIDE CREEK
MONROE STREET, Ottawa, OK
Built 2008 Load: 19.6 t ADT: 50
S.H. 51
FairOver: HUNT CREEK
7.3 MI E LOGAN C/L, Payne, OK
Built 1939 Load: 19.6 t ADT: 4,850
S.H. 51
FairOver: CREEK
5.9 MI W JCT US 177, Payne, OK
Built 1939 Load: 19.6 t ADT: 5,600
E0560
FairOver: YOST LAKE
YOST RD\BRUSH CRK .5E, Payne, OK
Built 1995 Load: 19.6 t ADT: 175
Showing 4,901-4,950 of 22,733 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.
Understanding Bridge Conditions
How FHWA rates bridge condition on a 0-9 scale.
Check Your Daily Bridges
How to look up bridge condition data for bridges on your route.
Read our methodology — how this data is sourced, computed, and verified.
| Publisher | Kiznis Studio |
| Sources | FHWA National Bridge Inventory, public U.S. government datasets |