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
FAU 7760 (CACHE RD
GoodOver: WOLF CREEK TRIB.
0.1 MI E GOODYEAR BLVD, Comanche, OK
Built 1984 Load: 24.9 t ADT: 5,410
S.H. 19
GoodOver: CREEK
0.3 MI NW GARVIN CO, Grady, OK
Built 1953 Load: 24.9 t ADT: 2,100
U.S. 271
GoodOver: CREEK
9.15 N PUSHMATAHA C/L, Le Flore, OK
Built 1952 Load: 24.9 t ADT: 1,800
N3120 (SUNNYLANE)
GoodOver: CREEK
.5S OF BRITTON RD., Oklahoma, OK
Built 2001 Load: 24.9 t ADT: 150
5714C
GoodOver: SALT CREEK
.8N.E. OF BURBANK, Osage, OK
Built 1939 Load: 24.9 t ADT: 160
52ND W. AVE
GoodOver: ROCK CREEK
5.0S HWY20;2.5W TULSAC/L, Osage, OK
Built 1995 Load: 24.9 t ADT: 480
S.H. 48
GoodOver: CREEK
14.6 MI N COAL C/L, Pontotoc, OK
Built 1955 Load: 24.9 t ADT: 680
6846C
GoodOver: CREEK
1.0 MI NW OF HENDERSON, Sequoyah, OK
Built 1972 Load: 24.9 t ADT: 400
S.H. 5
GoodOver: CREEK
4.6 MI W COTTON C/L, Tillman, OK
Built 1933 Load: 24.9 t ADT: 750
U.S. 271
GoodOver: CREEK
1.74 N CHOCTAW C/L, Pushmataha, OK
Built 1936 Load: 25.0 t ADT: 3,400
S.H. 5
GoodOver: CREEK
3.0 MI S JCT S.H. 5C, Tillman, OK
Built 1951 Load: 25.0 t ADT: 800
S.H. 54
GoodOver: CREEK
1.7 MI N S.H. 9, Kiowa, OK
Built 1953 Load: 25.1 t ADT: 910
U.S. 70
GoodOver: BUCK CREEK
12.4 E JCT US-259, McCurtain, OK
Built 1948 Load: 25.1 t ADT: 3,200
U.S. 266
GoodOver: EMERALD CREEK
1.3 SE JCT SH-72, McIntosh, OK
Built 1950 Load: 25.1 t ADT: 2,200
I-40
GoodOver: CREEK
11.6 MI E SEMINOLE CO, Okfuskee, OK
Built 1963 Load: 25.1 t ADT: 15,900
N4076 (8 ST.)
GoodOver: DRAINAGE CANAL
100 FT S OF COMANCHE AVE., Pittsburg, OK
Built 1975 Load: 25.1 t ADT: 200
S.H. 59
GoodOver: CREEK
4.4 MI E JCT SH 99, Seminole, OK
Built 1955 Load: 25.1 t ADT: 1,500
E1072
GoodOver: HOG CREEK
0.2 MI N OF US 59, Sequoyah, OK
Built 1973 Load: 25.1 t ADT: 200
U.S. 183
GoodOver: CREEK
0.2 MI S JCT S.H. 5C, Tillman, OK
Built 1931 Load: 25.1 t ADT: 1,900
N4330
GoodOver: CREEK
1.5E OF SH16; 2S OF OKAY, Wagoner, OK
Built 2005 Load: 25.1 t ADT: 350
U.S. 70
GoodOver: CREEK
6.93 E JCT SH-147, Choctaw, OK
Built 1946 Load: 25.2 t ADT: 4,800
S. LONA VALLEY RD.
GoodOver: BEAVER CREEK TRIB.
1.1N; 3W OF KINTA, Haskell, OK
Built 1966 Load: 25.2 t ADT: 200
S.H. 48
GoodOver: CREEK
10.3 MI N JCT SH 1, Hughes, OK
Built 1976 Load: 25.2 t ADT: 2,600
S.H. 5
GoodOver: CREEK
6.2 MI NW JCT S.H. 6, Jackson, OK
Built 1939 Load: 25.2 t ADT: 190
U.S. 59
GoodOver: CREEK
3.64 E JCT US-259, Le Flore, OK
Built 1927 Load: 25.2 t ADT: 870
U.S. 62
GoodOver: LITTLE SAND CREEK
3.5 MI E JCT SH 18, Lincoln, OK
Built 1928 Load: 25.2 t ADT: 2,700
5740C
GoodOver: CREEK
11.5 SE OF FAIRFAX, Osage, OK
Built 1938 Load: 25.2 t ADT: 50
U.S. 183
GoodOver: CREEK
1.1 MI S JCT S.H. 5 C, Tillman, OK
Built 1931 Load: 25.2 t ADT: 1,700
S.H. 11
GoodOver: CREEK
13.1 MI S WASH. C/L, Tulsa, OK
Built 1918 Load: 25.2 t ADT: 7,800
U.S. 177
GoodOver: CREEK
6.2 MI N JCT SH199, Carter, OK
Built 1950 Load: 25.3 t ADT: 1,900
S.H. 48
GoodOver: CREEK
11.7 MI N JCT SH 1, Hughes, OK
Built 1955 Load: 25.3 t ADT: 4,000
S.H. 54
GoodOver: CREEK
1.4 MI N U.S. 62, Kiowa, OK
Built 1959 Load: 25.3 t ADT: 450
S.H. 19
GoodOver: CREEK
0.3 MI E U.S. 183, Kiowa, OK
Built 1963 Load: 25.3 t ADT: 340
S.H. 19
GoodOver: CREEK
4.4 MI E S.H. 54, Kiowa, OK
Built 1967 Load: 25.3 t ADT: 160
U.S. 62
GoodOver: LITTLE SAND CREEK TRIB.
3.8 MI E JCT SH 18, Lincoln, OK
Built 1940 Load: 25.3 t ADT: 2,700
S.H. 74
GoodOver: CREEK
2.7 MI. S. JCT. SH 59, McClain, OK
Built 1950 Load: 25.3 t ADT: 2,300
S.H. 3
GoodOver: CREEK
11.2 E-S JCT US-259, McCurtain, OK
Built 1951 Load: 25.3 t ADT: 2,200
S.H. 98
GoodOver: CREEK
9.7 S JCT SH-3, McCurtain, OK
Built 1974 Load: 25.3 t ADT: 2,700
U.S. 266
GoodOver: CREEK
1.0 W JCT I-40, McIntosh, OK
Built 1956 Load: 25.3 t ADT: 990
U.S. 60
GoodOver: CREEK
4.0 MI E US 69, Ottawa, OK
Built 1956 Load: 25.3 t ADT: 3,700
N 160th East
GoodOver: CREEK
.2 S OF E 76TH ST N, Rogers, OK
Built 2019 Load: 25.3 t ADT: 200
U.S. 412
GoodOver: CREEK
1.9 MI E JCT US 183, Woodward, OK
Built 1936 Load: 25.3 t ADT: 6,200
N1830
GoodOver: SAND CREEK
4.2 W 7. S OF SAYRE, Beckham, OK
Built 1992 Load: 25.4 t ADT: 25
S.H. 8
GoodOver: CREEK
11.0 MI N JCT U.S. 270, Blaine, OK
Built 1953 Load: 25.4 t ADT: 1,300
FAS 0618
GoodOver: CREEK
3.1 SW OF WATONGA, Blaine, OK
Built 1982 Load: 25.4 t ADT: 100
N2610
GoodOver: CREEK
2.W 1.1 S OF OKEENE, Blaine, OK
Built 1987 Load: 25.4 t ADT: 30
E0730
GoodOver: SPARROW HAWK BRANCH
2N; 2.4E; SH10-US62 INT, Cherokee, OK
Built 2005 Load: 25.4 t ADT: 100
IRR N2470
GoodOver: BLUE BEAVER CREEK
9.7M W&1.9 M S JCT 281&36, Comanche, OK
Built 1995 Load: 25.4 t ADT: 100
N2575 (SW 6TH)
GoodOver: NUMU CREEK TRIB.
1.5S OF LEE, Comanche, OK
Built 1974 Load: 25.4 t ADT: 100
S.H. 33
GoodOver: CREEK
2.8 MI E PAYNE C/L, Creek, OK
Built 1940 Load: 25.4 t ADT: 3,700
Showing 13,901-13,950 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.