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. 59
FairOver: CREEK
9.1 MI E JCT SH 99, Seminole, OK
Built 1955 Load: 32.7 t ADT: 1,400
U.S. 270
FairOver: CREEK
0.8 MI SE SH 59, Seminole, OK
Built 1962 Load: 32.7 t ADT: 3,900
U.S. 270
FairOver: CREEK
0.6 MI E SH 56, Seminole, OK
Built 1962 Load: 32.7 t ADT: 5,400
S.H. 9
FairOver: MAGNOLIA CREEK
0.2 MI W OF SH 99, Seminole, OK
Built 1965 Load: 32.7 t ADT: 9,800
U.S. 377 / S.H. 99
FairOver: TURKEY CREEK
0.9 MI N JCT SH 99A, Seminole, OK
Built 1980 Load: 32.7 t ADT: 3,600
S.H. 56
FairOver: BRANCH CREEK
1.5 MI N JCT SH 99A, Seminole, OK
Built 1989 Load: 32.7 t ADT: 1,400
E1160
FairOver: CREEK
1 S & 1.5 W OF SYLVIAN, Seminole, OK
Built 1998 Load: 32.7 t ADT: 100
6732C
FairOver: CREEK
.1E OF VAMOOSA, Seminole, OK
Built 2008 Load: 32.7 t ADT: 310
AUTO TOUR ROAD
FairOver: HORTON SLOUGH
GRAVEL RD-1/8 MI S OF HQ, Sequoyah, OK
Built 1940 Load: 32.7 t ADT: 50
S.H. 101
FairOver: ROSS BRANCH CREEK
2.69 E JCT US-59, Sequoyah, OK
Built 1932 Load: 32.7 t ADT: 1,300
S.H. 101
FairOver: ROSS BRANCH TRIB.
2.76 E JCT US-59, Sequoyah, OK
Built 1932 Load: 32.7 t ADT: 1,300
S.H. 141
FairOver: LITTLE SKIN CREEK
2.02 E JCT US-59, Sequoyah, OK
Built 1932 Load: 32.7 t ADT: 980
U.S. 64
FairOver: CREEK
15.76 E JCT SH-10, Sequoyah, OK
Built 1934 Load: 32.7 t ADT: 5,100
S.H. 64B
FairOver: CREEK
4.06 N JCT I-40, Sequoyah, OK
Built 1934 Load: 32.7 t ADT: 630
S.H. 82 / S.H. 100
FairOver: CREEK
9.53 N JCT US-64, Sequoyah, OK
Built 1952 Load: 32.7 t ADT: 1,700
U.S. 64
FairOver: CAMP CREEK
1.9 E JCT US-64B, Sequoyah, OK
Built 1953 Load: 32.7 t ADT: 8,500
U.S. 64
FairOver: RABBIT CREEK
0.6 E JCT I-40, Sequoyah, OK
Built 1953 Load: 32.7 t ADT: 19,400
U.S. 64
FairOver: SALT BRANCH CREEK
0.95 E JCT SH-10, Sequoyah, OK
Built 1959 Load: 32.7 t ADT: 1,300
I-40
FairOver: CREEK
0.5 E JCT US-64, Sequoyah, OK
Built 1962 Load: 32.7 t ADT: 16,600
I-40
FairOver: LONG BRANCH CREEK
5.5 E JCT US-64, Sequoyah, OK
Built 1962 Load: 32.7 t ADT: 16,600
I-40
FairOver: CREEK
15.91 E MUSKOGEE C/L, Sequoyah, OK
Built 1967 Load: 32.7 t ADT: 19,600
I-40
FairOver: CREEK
16.23 E MUSKOGEE C/L, Sequoyah, OK
Built 1967 Load: 32.7 t ADT: 19,600
S.H. 82
FairOver: CREEK
7.01 N JCT US-64, Sequoyah, OK
Built 2011 Load: 32.7 t ADT: 2,300
S.H. 53
FairOver: DRY CREEK
3.3 MI W JCT US 81, Stephens, OK
Built 1926 Load: 32.7 t ADT: 1,500
S.H. 29
FairOver: CREEK
2.1 MI W GARVIN C/L, Stephens, OK
Built 1927 Load: 32.7 t ADT: 1,600
S.H. 29
FairOver: CREEK
0.5 MI W GARVIN, Stephens, OK
Built 1927 Load: 32.7 t ADT: 1,600
S.H. 53
FairOver: CREEK
0.7 MI E JCT SH 89, Stephens, OK
Built 1927 Load: 32.7 t ADT: 530
S.H. 53
FairOver: CREEK
0.1 MI W CARTER C/L, Stephens, OK
Built 1927 Load: 32.7 t ADT: 530
6986C
FairOver: CREEK
2.1 MI S SH 7, Stephens, OK
Built 1998 Load: 32.7 t ADT: 100
S.H. 29
FairOver: EAST FISH CREEK
3.5 MI W JCT SH 76, Stephens, OK
Built 1953 Load: 32.7 t ADT: 1,600
S.H. 29
FairOver: CREEK
1.9 MI E JCT US81, Stephens, OK
Built 1982 Load: 32.7 t ADT: 2,800
S.H. 29
FairOver: CREEK
0.7 MI E OF JCT US 81, Stephens, OK
Built 1982 Load: 32.7 t ADT: 3,400
E1800
FairOver: EAST COW CREEK
1.7E US81 3.N SH 53, Stephens, OK
Built 1985 Load: 32.7 t ADT: 200
S.H. 7 DUNCAN BYPA
FairOver: CLARIDY CREEK
.6 MI. W OF US81, Stephens, OK
Built 2001 Load: 32.7 t ADT: 4,400
N2940
FairOver: CREEK
.9N OF HWY 29, Stephens, OK
Built 2011 Load: 32.7 t ADT: 100
S.H. 95
FairOver: CREEK
1.4 MI S JCT US 64, Texas, OK
Built 1953 Load: 32.7 t ADT: 340
S.H. 136
FairOver: PONY CREEK
9.9 MI N JCT US 64, Texas, OK
Built 1955 Load: 32.7 t ADT: 640
E1870
FairOver: CREEK
4.2 E 4.4 N OF DAVIDSON, Tillman, OK
Built 1935 Load: 32.7 t ADT: 40
7130C
FairOver: CREEK
7.N 2.W OF MANITOU, Tillman, OK
Built 1936 Load: 32.7 t ADT: 200
7132C
FairOver: CREEK
5. W 1.1 N OF HOLLISTER, Tillman, OK
Built 1936 Load: 32.7 t ADT: 30
N2280
FairOver: CREEK
.3 N 2. W OF HOLLISTER, Tillman, OK
Built 1936 Load: 32.7 t ADT: 30
N2250
FairOver: CREEK
.6 N 6.8 E OF DAVIDSON, Tillman, OK
Built 1936 Load: 32.7 t ADT: 30
E1840
FairOver: CREEK
4.8 W .5 N OF HOLLISTER, Tillman, OK
Built 1936 Load: 32.7 t ADT: 60
E1850
FairOver: CREEK
2.1E .5S OF OF HOLLISTER, Tillman, OK
Built 1936 Load: 32.7 t ADT: 30
7130C
FairOver: CREEK
8.8N 2.W OF MANITOU, Tillman, OK
Built 1936 Load: 32.7 t ADT: 100
N2230
FairOver: CREEK
7. W 2.4 S OF HOLLISTER, Tillman, OK
Built 1937 Load: 32.7 t ADT: 40
7154C
FairOver: CREEK
1.2 E 2. S OF FREDERICK, Tillman, OK
Built 1937 Load: 32.7 t ADT: 200
IRR N2290
FairOver: CREEK
4.1 S 1. W OF HOLLISTER, Tillman, OK
Built 1937 Load: 32.7 t ADT: 24
E1860
FairOver: CREEK
6S 1E OF FREDERICK, Tillman, OK
Built 1937 Load: 32.7 t ADT: 50
E1790
FairOver: JACK CREEK
4.7W .8N OF CHATTANOOGA, Tillman, OK
Built 1938 Load: 32.7 t ADT: 60
Showing 8,801-8,850 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.