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
N2810
FairOver: TONY HOLLOW CREEK
1.3 M WEST JCT 62 & 81, Grady, OK
Built 1984 Load: 21.8 t ADT: 200
2618C
FairOver: LAFLIN CREEK
.5S 14.1E JCT US 81 SH 19, Grady, OK
Built 1984 Load: 21.8 t ADT: 110
E1510
FairOver: CREEK
3.N 15.3E JCT US81 SH17, Grady, OK
Built 1985 Load: 21.8 t ADT: 50
2650C
FairOver: LITTLE BEAVER CREEK
2.7S SH17 & 4.5W OF US81, Grady, OK
Built 1985 Load: 21.8 t ADT: 93
2608C
FairOver: CREEK
2.1 MI W AMBER, Grady, OK
Built 1985 Load: 21.8 t ADT: 683
E1350
FairOver: WEST WINTER CREEK
4.8E 1.N JCT US 62 SH 39, Grady, OK
Built 1987 Load: 21.8 t ADT: 100
E1220
FairOver: WORLEY CREEK
3.9E 3.S JCT SH37 SH92, Grady, OK
Built 1989 Load: 21.8 t ADT: 100
2672C
FairOver: DRY CREEK
2 W 2.6 MI N ALEX, Grady, OK
Built 1990 Load: 21.8 t ADT: 69
2670C
FairOver: LOST ROARING CREEK
4.0 MI S SH 19, Grady, OK
Built 1992 Load: 21.8 t ADT: 236
2626C
FairOver: CREEK
2.2 MI E FARWELL, Grady, OK
Built 1993 Load: 21.8 t ADT: 216
E1170
FairOver: CREEK
2.7W 2.N JCT SH37 & SH92, Grady, OK
Built 1993 Load: 21.8 t ADT: 75
N2842 FIRST ST.
FairOver: CONGO CREEK
BETWEEN FLORIDA-MISSOURI, Grady, OK
Built 1960 Load: 21.8 t ADT: 700
N2960
FairOver: CREEK
3.4S 4E OF POND CREEK, Grant, OK
Built 1940 Load: 21.8 t ADT: 75
FAS 2803
FairOver: CREEK
.5N 3.3W OF WILLOW, Greer, OK
Built 1957 Load: 21.8 t ADT: 100
E1540
FairOver: RANCH CREEK
8.3 S & .3 E OF STUART, Hughes, OK
Built 2011 Load: 21.8 t ADT: 50
N2080
FairOver: CREEK
283 & 5 4.5E &1.8 S, Jackson, OK
Built 1991 Load: 21.8 t ADT: 50
3332C
FairOver: CREEK
4.5 W 1.8 S OF ELMOR, Jackson, OK
Built 1950 Load: 21.8 t ADT: 100
N2860
FairOver: CREEK
1.5E 2N OF US81/SH33, Kingfisher, OK
Built 1932 Load: 21.8 t ADT: 150
E0660
FairOver: COTTONWOOD CREEK
3.5S 10.6E OF HENNESSEY, Kingfisher, OK
Built 1982 Load: 21.8 t ADT: 52
N2760
FairOver: WINTER CAMP CREEK
6W 3.3N OF OKARCHE, Kingfisher, OK
Built 2007 Load: 21.8 t ADT: 50
3910C
FairOver: CREEK
1.2 MI N OF HOLSON, Latimer, OK
Built 1982 Load: 21.8 t ADT: 100
N4655
FairOver: CACHE CREEK
3.5 W 3.2 N US271/59, Le Flore, OK
Built 1938 Load: 21.8 t ADT: 50
U.S. 59
FairOver: POTEAU RIVER O'FLOW
8.09 N JCT US-270, Le Flore, OK
Built 1976 Load: 21.8 t ADT: 9,900
E0900
FairOver: EAGLE CREEK
2N .5W OF SH66 & US177, Lincoln, OK
Built 1990 Load: 21.8 t ADT: 100
E0760
FairOver: TURKEY CREEK
2 N 2.2 E OF AVERY, Lincoln, OK
Built 2000 Load: 21.8 t ADT: 100
IRR N3360
FairOver: QUAPAW CREEK
1 W 1.2 N of JACKTOWN, Lincoln, OK
Built 2018 Load: 21.8 t ADT: 100
E0690
FairOver: CREEK
2.5S 2E 1S .8W OF MULHALL, Logan, OK
Built 1930 Load: 21.8 t ADT: 100
E0650
FairOver: CREEK
3S 5.9E OF SH74/SH51, Logan, OK
Built 1937 Load: 21.8 t ADT: 65
N3100
FairOver: CREEK
4W 3.4S OF MULHULL, Logan, OK
Built 1940 Load: 21.8 t ADT: 100
E0690
FairOver: CREEK
4.2E 3.5S OF MULHALL, Logan, OK
Built 1949 Load: 21.8 t ADT: 100
E0705
FairOver: CREEK
1.7S 1.3W OF BARNES, Logan, OK
Built 1940 Load: 21.8 t ADT: 100
N3200
FairOver: CREEK
2.1S OF PLEASANT VALLEY, Logan, OK
Built 1942 Load: 21.8 t ADT: 100
E0650
FairOver: CREEK
.5N .1W OF MULHALL, Logan, OK
Built 1950 Load: 21.8 t ADT: 100
E0690
FairOver: WOLF CREEK
4.2N 4.3E OF CRESCENT, Logan, OK
Built 1949 Load: 21.8 t ADT: 100
E0850
FairOver: CREEK
4.1S 5.8W OF MERIDIAN, Logan, OK
Built 1989 Load: 21.8 t ADT: 140
E0610
FairOver: HORSE CREEK
.2E 2.6S 1.5W OF MARSHALL, Logan, OK
Built 1937 Load: 21.8 t ADT: 100
N3200
FairOver: CIMARRON RIVER
4.5N OF SH/33 & HIAWASSEE, Logan, OK
Built 1989 Load: 21.8 t ADT: 150
E0420
FairOver: CREEK
2E 1N .3E OF SH58 & US60, Major, OK
Built 1989 Load: 21.8 t ADT: 100
E0560
FairOver: CREEK
2S 1.2E OF ISABELLA, Major, OK
Built 1991 Load: 21.8 t ADT: 50
S.H. 199
FairOver: CREEK
3.74 E JCT SH-99, Marshall, OK
Built 1938 Load: 21.8 t ADT: 1,600
S.H. 87
FairOver: WALNUT BAYOU
10.9 E JCT US-259, McCurtain, OK
Built 1948 Load: 21.8 t ADT: 160
4644C
FairOver: CREEK
1.5N; 1E OF RAIFORD, McIntosh, OK
Built 1966 Load: 21.8 t ADT: 100
4630C
FairOver: LAKE EUFAULA
3S;.7E OF VIVIAN, McIntosh, OK
Built 1967 Load: 21.8 t ADT: 149
U.S. 69 NB
FairOver: WAYSIDE CREEK
6.9 N JCT I-40, McIntosh, OK
Built 1978 Load: 21.8 t ADT: 7,000
U.S. 69 SB
FairOver: WAYSIDE CREEK
6.9 N JCT I-40, McIntosh, OK
Built 1978 Load: 21.8 t ADT: 8,150
N3398
FairOver: CREEK
1.5 S .5 E OF SULPHUR, Murray, OK
Built 1935 Load: 21.8 t ADT: 100
N3280
FairOver: CREEK
1. W .1 N OF JOY, Murray, OK
Built 1938 Load: 21.8 t ADT: 100
5012C
FairOver: CREEK
0.1 MI W NEBO, Murray, OK
Built 1938 Load: 21.8 t ADT: 100
5006C
FairOver: CREEK
0.9 MI E US 177, Murray, OK
Built 1940 Load: 21.8 t ADT: 225
5014C
FairOver: CREEK
0.5 MI N US 77, Murray, OK
Built 1942 Load: 21.8 t ADT: 185
Showing 5,451-5,500 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 |