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
S.H. 7
FairOver: CREEK
.2 MI W JCT SH48, Johnston, OK
Built 1932 Load: 32.7 t ADT: 1,200
S.H. 199
FairOver: CAMP CREEK
3.8 MI E OF CARTER CL, Johnston, OK
Built 1959 Load: 32.7 t ADT: 3,500
3542C
FairOver: SANDY CREEK
1.5 N & 2.5 W OF FOLSOM, Johnston, OK
Built 1988 Load: 32.7 t ADT: 140
3502C
FairOver: CREEK
.7 W OF MILL CREEK, Johnston, OK
Built 1996 Load: 32.7 t ADT: 410
E1865
FairOver: SANDY CREEK
2.4 N & 3 W OF COLEMAN, Johnston, OK
Built 2016 Load: 32.7 t ADT: 100
U.S. 60
FairOver: CREEK
14.3 MI E JCT I 35, Kay, OK
Built 1952 Load: 32.7 t ADT: 4,700
I-35
FairOver: DRY CREEK
8.7 MI N JCT SH 11, Kay, OK
Built 1959 Load: 32.7 t ADT: 14,300
I-35
FairOver: SALT FK ARK RVR O'FLOW
5.4 MI N NOBLE C/L, Kay, OK
Built 1962 Load: 32.7 t ADT: 17,500
I-35
FairOver: SALT FK ARK RVR O'FLOW
5.5 MI N NOBLE C/L, Kay, OK
Built 1962 Load: 32.7 t ADT: 17,500
N3170
FairOver: DOE CREEK
.5 W 5.6 S OF I-35/US177, Kay, OK
Built 1982 Load: 32.7 t ADT: 50
S.H. 11
FairOver: SPRING CREEK
1.1 MI W JCT US 77, Kay, OK
Built 1982 Load: 32.7 t ADT: 2,500
S.H. 11
FairOver: CREEK
8.4 MI E US 177, Kay, OK
Built 1983 Load: 32.7 t ADT: 2,500
E0240
FairOver: CREEK
5W 2S OF I-35 /US 60, Kay, OK
Built 2000 Load: 32.7 t ADT: 50
U.S. 81
FairOver: LITTLE TURKEY CREEK
3.5 MI S JCT SH 51, Kingfisher, OK
Built 1957 Load: 32.7 t ADT: 5,800
U.S. 81
FairOver: CREEK
3.7 MI N JCT SH 33, Kingfisher, OK
Built 1966 Load: 32.7 t ADT: 6,800
N2750
FairOver: TRIB WINTER CAMP CREEK
7W 3.3N OF OKARCHE, Kingfisher, OK
Built 1983 Load: 32.7 t ADT: 75
E0720
FairOver: CREEK
.2S 1.2E .5S 8.7EOF DOVER, Kingfisher, OK
Built 2000 Load: 32.7 t ADT: 24
S.H. 9 BUS.
FairOver: CREEK
1.4 MI NE S.H. 9, Kiowa, OK
Built 1918 Load: 32.7 t ADT: 3,500
FAS 3810
FairOver: CREEK
6.5W OF CAMBRIDGE, Kiowa, OK
Built 1920 Load: 32.7 t ADT: 100
E1330
FairOver: CREEK
1. N 4.7 E OF GOTEBO, Kiowa, OK
Built 1925 Load: 32.7 t ADT: 100
N2090
FairOver: CREEK
1. W 5.4 S OF LONE WOLF, Kiowa, OK
Built 1930 Load: 32.7 t ADT: 100
IRR E1530
FairOver: CREEK
4. S .7 E OF COOPERTON, Kiowa, OK
Built 1930 Load: 32.7 t ADT: 100
S.H. 9
FairOver: CREEK
5.4 MI E GREER C/L, Kiowa, OK
Built 1939 Load: 32.7 t ADT: 2,300
FAS 3815
FairOver: TEE PEE CREEK
3.4 MI E LUGERT, Kiowa, OK
Built 1939 Load: 32.7 t ADT: 100
S.H. 44
FairOver: ALTUS LAKE CANAL
0.9 MI. NE GREER C/L, Kiowa, OK
Built 1958 Load: 32.7 t ADT: 1,200
S.H. 19
FairOver: WEST OTTER CREEK
0.5 MI W U.S. 183, Kiowa, OK
Built 1960 Load: 32.7 t ADT: 310
3860C
FairOver: CREEK
5.0 S 3.4 E GOTEBO, Kiowa, OK
Built 1981 Load: 32.7 t ADT: 100
3860C
FairOver: MOUNTAIN CREEK
1.0 E 4.7 S GOTEBO, Kiowa, OK
Built 1981 Load: 32.7 t ADT: 100
E1310
FairOver: CREEK
3. N 2.6 W OF GOTEBO, Kiowa, OK
Built 1986 Load: 32.7 t ADT: 100
S.H. 2
FairOver: BANDY CREEK
20.70 N PUSHMATAHA C/L, Latimer, OK
Built 1932 Load: 32.7 t ADT: 2,000
S.H. 1
FairOver: CREEK
2.02 E JCT SH-2, Latimer, OK
Built 1934 Load: 32.7 t ADT: 2,100
S.H. 1
FairOver: CREEK
3.67 E JCT SH-2, Latimer, OK
Built 1934 Load: 32.7 t ADT: 2,100
U.S. 270
FairOver: CREEK
4.01 E JCT SH-2, Latimer, OK
Built 1954 Load: 32.7 t ADT: 3,600
S.H. 2
FairOver: FOURCHE MALINE CREEK
8.28 N JCT US-270, Latimer, OK
Built 1956 Load: 32.7 t ADT: 940
S.H. 63A
FairOver: DEVILS HOLLOW CREEK
0.71 N JCT SH-1, Latimer, OK
Built 1966 Load: 32.7 t ADT: 1,200
PARK RD
FairOver: CREEK
100' W ROBBERS CAVE RD, Latimer, OK
Built 1938 Load: 32.7 t ADT: 27
S.H. 31
FairOver: BUCK CREEK
6.92 E HASKELL C/L, Le Flore, OK
Built 1918 Load: 32.7 t ADT: 1,600
U.S. 59
FairOver: NUBBIN RIDGE CREEK
13.08 N JCT US-271, Le Flore, OK
Built 1936 Load: 32.7 t ADT: 8,600
U.S. 59
FairOver: CREEK
5.73 N JCT US-271, Le Flore, OK
Built 1941 Load: 32.7 t ADT: 12,200
S.H. 63
FairOver: CREEK
13.80 E JCT US-271, Le Flore, OK
Built 1941 Load: 32.7 t ADT: 1,100
S.H. 63
FairOver: CREEK
10.08 W JCT US-259, Le Flore, OK
Built 1941 Load: 32.7 t ADT: 1,100
S.H. 63
FairOver: DEAD MAN CREEK
11.60 E JCT US-271, Le Flore, OK
Built 1941 Load: 32.7 t ADT: 1,100
S.H. 63
FairOver: BOHANNON CREEK
8.39 E JCT US-271, Le Flore, OK
Built 1951 Load: 32.7 t ADT: 1,100
U.S. 271
FairOver: CREEK
7.56 N PUSHMATAHA C/L, Le Flore, OK
Built 1952 Load: 32.7 t ADT: 1,800
U.S. 271
FairOver: CREEK
7.98 N PUSHMATAHA C/L, Le Flore, OK
Built 1952 Load: 32.7 t ADT: 1,800
U.S. 271
FairOver: BUZZARD CREEK
9.68 N PUSHMATAHA C/L, Le Flore, OK
Built 1952 Load: 32.7 t ADT: 1,400
U.S. 270
FairOver: THOMPSON CREEK
5.95 SE JCT US-271, Le Flore, OK
Built 1953 Load: 32.7 t ADT: 1,900
S.H. 63
FairOver: CREEK
4.64 E JCT US-259, Le Flore, OK
Built 1953 Load: 32.7 t ADT: 320
S.H. 63
FairOver: CREEK
4.98 E JCT US-259, Le Flore, OK
Built 1953 Load: 32.7 t ADT: 320
S.H. 63
FairOver: RATTLESNAKE CREEK
2.99 E JCT US-259, Le Flore, OK
Built 1953 Load: 32.7 t ADT: 320
Showing 8,401-8,450 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.