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
E1500
FairOver: CREEK
2.7W 4.N JCT US81 SH17, Grady, OK
Built 1986 Load: 11.8 t ADT: 40
N3050
FairOver: SULLIVAN CREEK
5N 4.7E OF RENFROW, Grant, OK
Built 1997 Load: 11.8 t ADT: 25
E0120
FairOver: OSAGE CREEK
2.2N 3.6W OF MEDFORD, Grant, OK
Built 2004 Load: 11.8 t ADT: 25
N1970
FairOver: CREEK
N1970E1770002, Jackson, OK
Built 1935 Load: 11.8 t ADT: 40
E0640
FairOver: SPRING CREEK
1.5S 6.9E OFHENNESSEY, Kingfisher, OK
Built 1950 Load: 11.8 t ADT: 24
E0795
FairOver: UNCLE JOHN CREEK
.2N .7E OF SH33/US81, Kingfisher, OK
Built 1960 Load: 11.8 t ADT: 75
N2950
FairOver: CREEK
8.5E 1.5N OF US81/SH51, Kingfisher, OK
Built 1976 Load: 11.8 t ADT: 85
E0840
FairOver: CREEK
.1W 4.1S .1E OF MERRICK, Lincoln, OK
Built 1938 Load: 11.8 t ADT: 100
E0990
FairOver: CREEK
4.1 W OF ARLINGTON, Lincoln, OK
Built 2003 Load: 11.8 t ADT: 100
N3450
FairOver: CREEK
.2 W .4 S OF PAYSON, Lincoln, OK
Built 1940 Load: 11.8 t ADT: 100
N3350
FairOver: QUAPAW CREEK
1 E 1.5 N OF FOWLER, Lincoln, OK
Built 1940 Load: 11.8 t ADT: 100
N3390
FairOver: CREEK
2 E 1.9 N OF JACKTOWN, Lincoln, OK
Built 1942 Load: 11.8 t ADT: 100
N3340
FairOver: CREEK
2.W 3.1N OF US177 & SH105, Lincoln, OK
Built 1942 Load: 11.8 t ADT: 100
E1020
FairOver: CREEK
3 S OF ARLINGTON, Lincoln, OK
Built 1946 Load: 11.8 t ADT: 100
E0990
FairOver: CREEK
1 S .7 E OF ROSS, Lincoln, OK
Built 1950 Load: 11.8 t ADT: 100
E0760
FairOver: CORDUROY CREEK
3.N 5.W OF SH105 & US177, Lincoln, OK
Built 1950 Load: 11.8 t ADT: 100
E0820
FairOver: WEST BEAVER CREEK
.8 W 1.S OF PARKLAND, Lincoln, OK
Built 1965 Load: 11.8 t ADT: 100
N3350
FairOver: CREEK
2 W .9 S OF US177 & US62, Lincoln, OK
Built 1988 Load: 11.8 t ADT: 100
E1010
FairOver: BREAKFAST CREEK
2.9 E OF PAYSON, Lincoln, OK
Built 1988 Load: 11.8 t ADT: 100
E0800
FairOver: HEADQUARTERS CREEK
2.W 1.S .2 W OF TRYON, Lincoln, OK
Built 1999 Load: 11.8 t ADT: 50
N3340
FairOver: CREEK
4N 2W .9N OF US66/US177, Lincoln, OK
Built 1970 Load: 11.8 t ADT: 100
E0880
FairOver: BNSF R.R. UNDER
9S 5.5E OF SH74/SH33, Logan, OK
Built 1920 Load: 11.8 t ADT: 100
N3060
FairOver: CREEK
2E 6.9S OF SH33/SH74, Logan, OK
Built 1941 Load: 11.8 t ADT: 450
N3230
FairOver: FITZGERALD CREEK
.7W .4N OF COYLE, Logan, OK
Built 1950 Load: 11.8 t ADT: 25
N3240
FairOver: GRANT CREEK
1E .4N OF MERIDIAN, Logan, OK
Built 1960 Load: 11.8 t ADT: 24
E0440
FairOver: GRIEVER CREEK
5E 2.5S OF US 281/412, Major, OK
Built 1967 Load: 11.8 t ADT: 250
E0460
FairOver: HOYLE CREEK
3S OF MENO, Major, OK
Built 1985 Load: 11.8 t ADT: 100
5012C
FairOver: ROCK CREEK
2.4 N 0.7 W BIG CANYON, Murray, OK
Built 1965 Load: 11.8 t ADT: 100
N4240
FairOver: CREEK
1.0 MI S OF US 62, Muskogee, OK
Built 1940 Load: 11.8 t ADT: 100
E0580
FairOver: STILLWATER CREEK
1W 7S OF I-35 & US77, Noble, OK
Built 1924 Load: 11.8 t ADT: 50
E1000
FairOver: CREEK
3.0 S 2.1 E MORRIS, Okmulgee, OK
Built 1938 Load: 11.8 t ADT: 100
N3445
FairOver: CREEK
2.9 N & 1.6 W OF ROFF, Pontotoc, OK
Built 1944 Load: 11.8 t ADT: 50
E1140
FairOver: SOUTH DEER CREEK
2 S & .7 W OF DALE, Pottawatomie, OK
Built 1986 Load: 11.8 t ADT: 100
E1240
FairOver: CREEK
3 S & 3.1 W OF BUTNER, Seminole, OK
Built 1928 Load: 11.8 t ADT: 50
FAS 7019
FairOver: CREEK
1.E 6.4S OF 4 CORNERS, Texas, OK
Built 1965 Load: 11.8 t ADT: 50
E1800
FairOver: CREEK
1. N 9.9 W OF FREDERICK, Tillman, OK
Built 1941 Load: 11.8 t ADT: 40
N2440
FairOver: CREEK
1.S 3.4E OF GRANDFIELD, Tillman, OK
Built 1995 Load: 11.8 t ADT: 50
E0553 (OXLEY DR)
FairOver: COAL CREEK
0.1MI NW OF ZOO ENTRANCE, Tulsa, OK
Built 1940 Load: 11.8 t ADT: 300
E0490(106TH.ST.N)
FairOver: CREEK
106 ST N .2MI E. MINGO, Tulsa, OK
Built 1940 Load: 11.8 t ADT: 253
N2320
FairOver: OAK CREEK
2.3S 1.E OF LAKE VALLE, Washita, OK
Built 1950 Load: 11.8 t ADT: 25
E0060
FairOver: GREENWOOD CREEK BR.
9.N .4E OF CORA, Woods, OK
Built 1950 Load: 11.8 t ADT: 24
E0410
FairOver: WOODWARD CREEK
1.2S 1.4E OF WOODWARD, Woodward, OK
Built 1982 Load: 11.8 t ADT: 1,100
N2850
FairOver: CREEK
3E 3.3S OF OKARCHE, Canadian, OK
Built 2011 Load: 11.9 t ADT: 100
E0740
FairOver: LITTLE POLECAT CREEK
.3W OF KELLYVILLE, Creek, OK
Built 1940 Load: 11.9 t ADT: 100
E0640
FairOver: BUCKEYE CREEK
1.1W OF SILVER CITY, Creek, OK
Built 1963 Load: 11.9 t ADT: 175
E1086 (TRUDGEON)
FairOver: CREEK
.1 MI N OF US 75 BUS, Okmulgee, OK
Built 1930 Load: 12.0 t ADT: 100
1136C/ N4410
FairOver: RANGER CREEK
1.7 S OF SH 80 S HULBERT, Cherokee, OK
Built 1995 Load: 12.1 t ADT: 815
YORK RD.
FairOver: POND CREEK
0.1 E 192ND AVE SE, Cleveland, OK
Built 1994 Load: 12.1 t ADT: 100
W TYLER DR
FairOver: CREEK
0.7W;1.0N JCT SH-37/SH-92, Grady, OK
Built 1998 Load: 12.1 t ADT: 100
E0200
FairOver: WESTERN BRANCH
2.0 MI NE OF US 60, Nowata, OK
Built 1960 Load: 12.1 t ADT: 100
Showing 2,451-2,500 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 |