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
E0250
FairOver: PURGATORY CREEK
9.5 MI SW OF NOWATA, Nowata, OK
Built 1942 Load: 14.7 t ADT: 100
5344C
FairOver: CHICKEN CREEK
5.5 MI SE OF SH 10, Nowata, OK
Built 1948 Load: 14.7 t ADT: 100
FAU 4504 ELEC. AVE
FairOver: DRAINAGE CANAL
.35 MI E US-69B, Pittsburg, OK
Built 1950 Load: 14.7 t ADT: 4,500
N4440
FairOver: CREEK
1N; .5E OF STIGLER, Haskell, OK
Built 1938 Load: 14.8 t ADT: 100
N3690
FairOver: LITTLE RIVER
1.6 S OF SPAULDING, Hughes, OK
Built 1958 Load: 14.8 t ADT: 100
N3700
FairOver: CREEK
.6 MI N ON BOOKER, Osage, OK
Built 1940 Load: 14.8 t ADT: 80
E0606 (REDBUD)
FairOver: BOOMER CREEK
0.1 MI E OF MAIN, Payne, OK
Built 1950 Load: 14.8 t ADT: 250
E0260
FairOver: WAGON CREEK
2S 1.9E OF JET, Alfalfa, OK
Built 1957 Load: 14.9 t ADT: 100
BLUE TOP RD.
FairOver: ELK CREEK
1 MI W DRY CREEK RD. JCT., Cherokee, OK
Built 1992 Load: 14.9 t ADT: 280
E0844
FairOver: NEGRO JAKE HOLLOW
2.2 N & 3 E SH82 & SH100, Cherokee, OK
Built 1995 Load: 14.9 t ADT: 50
N4260
FairOver: SEMINOLE CREEK
5.5W & 2.2N US69 & SH20, Mayes, OK
Built 1936 Load: 14.9 t ADT: 50
E1100
FairOver: HARRISON CREEK
4. W 3. S OF SALLISAW, Sequoyah, OK
Built 1940 Load: 14.9 t ADT: 100
E0563
FairOver: SAGER CREEK
2.0 MI NW SILOAM SPRINGS, Delaware, OK
Built 1955 Load: 15.0 t ADT: 100
2510C
FairOver: LITTLE PEAVINE CREEK
7.6 MI E OF PAOLI, Garvin, OK
Built 1940 Load: 15.0 t ADT: 100
N4720
FairOver: BEN KNIGHT TRIB. CREEK
1W 2S OF US 59, Adair, OK
Built 1938 Load: 15.1 t ADT: 75
E1150
FairOver: CREEK
4. N 3.4 E OF SH 152, Caddo, OK
Built 1986 Load: 15.1 t ADT: 50
E0900
FairOver: CREEK
1.S 6.2W OF OKARCHE, Canadian, OK
Built 1987 Load: 15.1 t ADT: 100
N3660
FairOver: CREEK
2.8S 1W OF OLIVE, Creek, OK
Built 1945 Load: 15.1 t ADT: 100
E0580
FairOver: SPRING CREEK
2.0 MI SE TWIN OAKS, Delaware, OK
Built 1953 Load: 15.1 t ADT: 100
N4410
FairOver: CREEK
3.2S 2.5W OF STIGLER, Haskell, OK
Built 1938 Load: 15.1 t ADT: 100
E1220
FairOver: CREEK
.7S 3.8E OF KEOTA, Haskell, OK
Built 1940 Load: 15.1 t ADT: 100
4306C
FairOver: CREEK
3.0 MI W OF US 77, Love, OK
Built 1988 Load: 15.1 t ADT: 274
4632C/ N3960
FairOver: CREEK
10.8N;4W OF HANNA, McIntosh, OK
Built 1950 Load: 15.1 t ADT: 100
LIBERTY RD.
FairOver: CANE CREEK TRIB.
1.2 E SH52, Okmulgee, OK
Built 1940 Load: 15.1 t ADT: 250
E0900
FairOver: CREEK
2.9 W; 2.0 S SH16-MSK C/L, Okmulgee, OK
Built 1941 Load: 15.1 t ADT: 100
E0390
FairOver: MUD CREEK
3N 2.7W OF SH15/SH18, Pawnee, OK
Built 1938 Load: 15.1 t ADT: 110
6828C
FairOver: CHOATE BRANCH
5.0 MI N OF 6808C, Sequoyah, OK
Built 1932 Load: 15.1 t ADT: 200
N4500
FairOver: CREEK
1.8S 6.5E OF STIGLER, Haskell, OK
Built 1938 Load: 15.2 t ADT: 100
FAS 3118
FairOver: CREEK
6.6 MI NE OF SH 9, Haskell, OK
Built 1940 Load: 15.2 t ADT: 200
FAS 3118/ N4430
FairOver: LITTLE SANS BOIS TRIB.
5N;.5W OF STIGLER, Haskell, OK
Built 1939 Load: 15.2 t ADT: 300
E1620
FairOver: CREEK
5N 2.9 JCT SH7 / SH65, Comanche, OK
Built 2008 Load: 15.3 t ADT: 161
E0330
FairOver: CREEK
0.6 MI E OF N4270, Rogers, OK
Built 1940 Load: 15.3 t ADT: 100
E0030
FairOver: STINK CREEK
5N .9E OF SH 8/11 JCT., Alfalfa, OK
Built 1937 Load: 15.4 t ADT: 100
N2710 (FAS 0205)
FairOver: CREEK
4.0 MI N SH 45, Alfalfa, OK
Built 1961 Load: 15.4 t ADT: 100
N2620
FairOver: CREEK
4E 3.9N OF YEWED, Alfalfa, OK
Built 2000 Load: 15.4 t ADT: 100
FAS 0216
FairOver: BIG SANDY CREEK TRIB.
10.5E OF S.H. 11, Alfalfa, OK
Built 2005 Load: 15.4 t ADT: 40
0728C
FairOver: CREEK
1.5N OF HENDRIX, Bryan, OK
Built 1975 Load: 15.4 t ADT: 100
1086C
FairOver: CREEK
1S 2.3E US70/SH77S, Carter, OK
Built 2002 Load: 15.4 t ADT: 236
1168C
FairOver: DOG CREEK
4.6 MI NE OF ELLERVILLE, Cherokee, OK
Built 1960 Load: 15.4 t ADT: 100
1622C
FairOver: PECAN CREEK
1.2 S 5.6 E OF US 62, Comanche, OK
Built 1936 Load: 15.4 t ADT: 3,626
FAU 7707 (W 9 TH S
FairOver: NUMU CREEK
0.3 MI N LEE BLVD, Comanche, OK
Built 1960 Load: 15.4 t ADT: 423
N2710
FairOver: CREEK
1.5S&1E OF JCT SH65&17, Comanche, OK
Built 1976 Load: 15.4 t ADT: 161
N2660
FairOver: CREEK
2.5E&.3N OF JCT US277&S17, Comanche, OK
Built 1987 Load: 15.4 t ADT: 100
N3070
FairOver: BLACK BEAR CREEK
3E 2S OF US64/SH74, Garfield, OK
Built 1917 Load: 15.4 t ADT: 50
E0290
FairOver: CREEK
2. N .7 E OF HILLSDALE, Garfield, OK
Built 1954 Load: 15.4 t ADT: 100
N3020
FairOver: CROW CREEK
2W 2.1S OF US64/SH74, Garfield, OK
Built 1970 Load: 15.4 t ADT: 50
N2780
FairOver: CREEK
.3N .7W 4.6S OF DRUMMOND, Garfield, OK
Built 1964 Load: 15.4 t ADT: 24
N2910
FairOver: ROCK CREEK
.6N 4E .9N OF BISON, Garfield, OK
Built 1970 Load: 15.4 t ADT: 100
N2850
FairOver: CREEK
.4S 2W .1N OF BISON, Garfield, OK
Built 1979 Load: 15.4 t ADT: 25
N3010
FairOver: CREEK
1.6E .5N OF DOUGLAS, Garfield, OK
Built 1998 Load: 15.4 t ADT: 50
Showing 2,751-2,800 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 |