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. 83
FairOver: HORSE PEN CREEK
3.30 E JCT US-59, Le Flore, OK
Built 1974 Load: 22.7 t ADT: 2,200
U.S. 59
FairOver: POTEAU RIVER O'FLOW
7.82 N JCT US-270, Le Flore, OK
Built 1976 Load: 22.7 t ADT: 9,900
U.S. 59
FairOver: POTEAU RIVER
7.46 N JCT US-270, Le Flore, OK
Built 1976 Load: 22.7 t ADT: 9,900
U.S. 59
FairOver: LONG LAKE
8.37 N JCT US-270, Le Flore, OK
Built 1976 Load: 22.7 t ADT: 9,700
4106C
FairOver: EUCHEE CREEK
2.4 MI E OF AVERY, Lincoln, OK
Built 1984 Load: 22.7 t ADT: 400
N3450
FairOver: SPRING CREEK
1.5E 1.5S OF SH18 & SH18B, Lincoln, OK
Built 1994 Load: 22.7 t ADT: 100
E0880
FairOver: CREEK
.8S .2W OF SH66 & SH99, Lincoln, OK
Built 1998 Load: 22.7 t ADT: 75
E0840
FairOver: CREEK
5S .9E SH74/SH33, Logan, OK
Built 1939 Load: 22.7 t ADT: 100
S.H. 8
FairOver: DEEP CREEK
2.0 MI N BLAINE C/L, Major, OK
Built 1953 Load: 22.7 t ADT: 1,600
S.H. 58
FairOver: INDIAN CREEK
0.6 MI N JCT US 60, Major, OK
Built 1961 Load: 22.7 t ADT: 1,400
N2440
FairOver: CHEYENNE CREEK
3.1S OF CHEYENNE VALLEY, Major, OK
Built 1984 Load: 22.7 t ADT: 75
E0470
FairOver: COTTONWOOD CREEK
4.5N 3.3W OF FAIRVIEW, Major, OK
Built 1984 Load: 22.7 t ADT: 100
E0450
FairOver: MAIN CREEK
1N 1.5W OF SHERMAN, Major, OK
Built 1985 Load: 22.7 t ADT: 100
N2550
FairOver: COTTONWOOD CREEK
.5 E .1 S OF ORIENTA, Major, OK
Built 1996 Load: 22.7 t ADT: 30
U.S. 69
FairOver: STINK CREEK
1.4 MI S JCT SH 20, Mayes, OK
Built 1977 Load: 22.7 t ADT: 8,600
U.S. 69
FairOver: PRYOR CREEK O'FLOW
1.8 MI S JCT SH 20, Mayes, OK
Built 1977 Load: 22.7 t ADT: 8,600
E1370
FairOver: CREEK
.4W .5S 2W OF DIBBLE, McClain, OK
Built 1986 Load: 22.7 t ADT: 100
4622C/ E1143
FairOver: EUFAULA LAKE
0.5 MI W OF PORUM LANDING, McIntosh, OK
Built 1967 Load: 22.7 t ADT: 400
5018C
FairOver: CHIGLEY SANDY CREEK
.5 MI E .3 S CHIGLEY, Murray, OK
Built 1984 Load: 22.7 t ADT: 180
IRR E1110
FairOver: CREEK
3N .3W OF PORUM, Muskogee, OK
Built 1938 Load: 22.7 t ADT: 100
I-35 N.B.
FairOver: BNSF R.R. UNDER
3.3MI S JCT US 77, Noble, OK
Built 1959 Load: 22.7 t ADT: 8,100
N3360
FairOver: BLACK BEAR CREEK
3E 1.4N OF US177/US64, Noble, OK
Built 1960 Load: 22.7 t ADT: 100
N3390
FairOver: OAK CREEK
6E 1.1S OF US177/US64, Noble, OK
Built 1982 Load: 22.7 t ADT: 75
AIR DEPOT BLVD
FairOver: CRUTCHO CREEK
0.5 MILES NORTH OF PATROL, Oklahoma, OK
Built 1966 Load: 22.7 t ADT: 5,000
E0850
FairOver: TIGER CREEK
4.1W;3N-SH 16/US 75A JCT, Okmulgee, OK
Built 2009 Load: 22.7 t ADT: 100
N3360
FairOver: CREEK
2.2 N OF BETHEL ACRES, Pottawatomie, OK
Built 1940 Load: 22.7 t ADT: 100
E1260
FairOver: LITTLE RIVER TRIB.
1.8 S & 1.4 E OF HARJO, Pottawatomie, OK
Built 2005 Load: 22.7 t ADT: 50
N3480
FairOver: CREEK
1.9S 1E OF HARJO, Pottawatomie, OK
Built 2007 Load: 22.7 t ADT: 50
N3300
FairOver: CREEK
.5 S OF EASON, Pottawatomie, OK
Built 2011 Load: 22.7 t ADT: 75
N4770
FairOver: CREEK
5.1 S 1. W OF ROLAND, Sequoyah, OK
Built 1977 Load: 22.7 t ADT: 100
U.S. 64
FairOver: ARK RIVER & R.R./ CO.RD.
OK/ARK STATE LINE, Sequoyah, OK
Built 1973 Load: 22.7 t ADT: 32,947
6814C/ E1070
FairOver: LITTLE SALLISAW CREEK
2.9 MI E OF US 59, Sequoyah, OK
Built 1978 Load: 22.7 t ADT: 650
N2740
FairOver: CREEK
N2740E1640006, Stephens, OK
Built 1995 Load: 22.7 t ADT: 100
E1690
FairOver: CREEK
4N 5.8E OF MANITOU, Tillman, OK
Built 1920 Load: 22.7 t ADT: 30
N2400
FairOver: CREEK
4.3N .7W OF GRANDFIELD, Tillman, OK
Built 1930 Load: 22.7 t ADT: 25
E0420
FairOver: CREEK
176ST N .4 E PEORIA, Tulsa, OK
Built 1940 Load: 22.7 t ADT: 100
WASHINGTON ST
FairOver: BROKEN ARROW CREEK
0.1 MI W OF 193 E AVE, Tulsa, OK
Built 1940 Load: 22.7 t ADT: 3,767
U.S. 64 / S.H. 51
FairOver: UP R.R. UNDER
2.6 MI SE 21 ST, Tulsa, OK
Built 1965 Load: 22.7 t ADT: 40,250
E0740
FairOver: GAR CREEK
0.5S SH51 5.0E COWETA, Wagoner, OK
Built 2007 Load: 22.7 t ADT: 50
N2420
FairOver: SPRING CREEK
2E; .9S OF COWDEN, Washita, OK
Built 1991 Load: 22.7 t ADT: 25
E0240
FairOver: LAKE CREEK
.5N 1W OF DACOMA, Woods, OK
Built 1945 Load: 22.7 t ADT: 24
N2230
FairOver: REDHORSE CREEK
4E 2.8S OF CAMP HOUSTON, Woods, OK
Built 1965 Load: 22.7 t ADT: 25
E0050
FairOver: CREEK
3.1N 3.2W OF CAPRON, Woods, OK
Built 1990 Load: 22.7 t ADT: 24
N2470
FairOver: CREEK
.2N 2W 2.9S OF CAPRON, Woods, OK
Built 1996 Load: 22.7 t ADT: 50
E0040
FairOver: CREEK
4.1N .3E OF CAPRON, Woods, OK
Built 1997 Load: 22.7 t ADT: 24
N2420
FairOver: CREEK
3S 2W 1S OF US64/281S, Woods, OK
Built 1991 Load: 22.7 t ADT: 50
E0050
FairOver: CREEK
3.2N 1.4E OF CAPRON, Woods, OK
Built 1998 Load: 22.7 t ADT: 24
N2480
FairOver: CREEK
3.3N 1.2W .7N OF CAPRON, Woods, OK
Built 2001 Load: 22.7 t ADT: 24
N2190
FairOver: BENT CREEK
4.E 4.3S OF MUTUAL, Woodward, OK
Built 1991 Load: 22.7 t ADT: 24
E0700
FairOver: PEACHEATER CREEK
1N .9W OF US 62, Adair, OK
Built 1975 Load: 22.8 t ADT: 50
Showing 5,851-5,900 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 |