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
E1060
FairOver: CREEK
2E 1.8S .3E OF SH18/US62, Lincoln, OK
Built 1942 Load: 8.2 t ADT: 100
4138C
FairOver: WEST CAPTAIN CREEK
1 S 6.3 W OF ROSS, Lincoln, OK
Built 1950 Load: 8.2 t ADT: 375
4138C
FairOver: EAST CAPTAIN CREEK
6 N .9 E OF US62 & SH102, Lincoln, OK
Built 1950 Load: 8.2 t ADT: 100
4118C
FairOver: FOUR MILE CREEK
1.4 E OF KENDRICK, Lincoln, OK
Built 1950 Load: 8.2 t ADT: 475
E0850
FairOver: CREEK
2.2 N .3 W OF FALLIS, Lincoln, OK
Built 1960 Load: 8.2 t ADT: 100
E0780
FairOver: CREEK
4.5 E OF AVERY, Lincoln, OK
Built 2001 Load: 8.2 t ADT: 100
E0730
FairOver: FITZGERALD CREEK
1.7W OF COYLE, Logan, OK
Built 1947 Load: 8.2 t ADT: 25
N3480
FairOver: CREEK
2.5W & 5.4S OF MADILL, Marshall, OK
Built 1940 Load: 8.2 t ADT: 100
E2040
FairOver: CREEK
1.5 N; 4.4 E EAGLETOWN, McCurtain, OK
Built 1933 Load: 8.2 t ADT: 50
SANGRE RD.
FairOver: STILLWATER CREEK
.2N 2.6W OF SH51/MAIN, Payne, OK
Built 1950 Load: 8.2 t ADT: 200
N3620
FairOver: CREEK
.3 N & 2.2 W OF SASAKWA, Seminole, OK
Built 1939 Load: 8.2 t ADT: 100
N2240
FairOver: CALVARY CREEK
3.6 S .5 W OF CODELL, Washita, OK
Built 1976 Load: 8.2 t ADT: 200
IRR E1570
FairOver: WHISKEY CREEK
.8S&.7W OF JCT SH65&17, Comanche, OK
Built 1960 Load: 8.3 t ADT: 75
N3220
FairOver: CREEK
3.0 MI. E. MCCARTY, Garvin, OK
Built 1995 Load: 8.3 t ADT: 100
N3020 (MACARTHUR)
FairOver: CREEK
2.4S 3.4W OF NAVINA, Logan, OK
Built 1918 Load: 8.3 t ADT: 100
N4010(N.MINGO RD.)
FairOver: CREEK
MINGO .6MI S. 106 ST. N., Tulsa, OK
Built 1940 Load: 8.3 t ADT: 2,746
FAS 5745
FairOver: ELM CREEK
2.8 W. OF FORAKER, Osage, OK
Built 1982 Load: 8.4 t ADT: 100
D0187
FairOver: CREEK
4.7 MI. N. OF PAWHUSKA, Osage, OK
Built 1940 Load: 8.4 t ADT: 75
E0920
FairOver: CREEK
3E 3S OF OKARCHE, Canadian, OK
Built 2014 Load: 8.6 t ADT: 100
RICHLAND RD.
FairOver: CREEK
0.3 MI S OF NW 10, Canadian, OK
Built 1964 Load: 8.7 t ADT: 100
FRANKLIN RD
FairOver: LITTLE RIVER
0.1 W 36TH AVE NE, Cleveland, OK
Built 1942 Load: 8.7 t ADT: 3,788
E0680
FairOver: CREEK
1E 3N OF I-44/SH33, Creek, OK
Built 1950 Load: 8.8 t ADT: 100
N3920
FairOver: CREEK
3.0 N 62B 3.0 E OKF C/L, Okmulgee, OK
Built 1938 Load: 8.8 t ADT: 700
5706C
FairOver: CREEK
2E OF KAY CO. 13S KANSAS, Osage, OK
Built 1930 Load: 8.8 t ADT: 75
N3120
FairOver: CREEK
.5S TRIPLETT ON COLTRANE, Logan, OK
Built 1926 Load: 8.9 t ADT: 100
E0745
FairOver: CREEK
.5S .6E OF KELLEYVILLE, Creek, OK
Built 1935 Load: 9.0 t ADT: 100
E0230
FairOver: EAGLE CHIEF CREEK TRIB.
5.6W OF LAMBERT, Alfalfa, OK
Built 1955 Load: 9.1 t ADT: 100
N4030 COFFMAN LN
FairOver: EAST SANDY CREEK
1E .8N OF FARRIS, Atoka, OK
Built 1952 Load: 9.1 t ADT: 100
E1130
FairOver: SWEETWATER CREEK
11.5 N 3.7 W OF ERICK, Beckham, OK
Built 1950 Load: 9.1 t ADT: 24
N2840
FairOver: CREEK
4. N .1 S OF EL RENO, Canadian, OK
Built 1925 Load: 9.1 t ADT: 100
E0675
FairOver: ROCK CREEK
AT UPPER END LAKE SAHOMA, Creek, OK
Built 1950 Load: 9.1 t ADT: 250
E1500
FairOver: LITTLE WASHITA RIVER
4.N SH17 5.8W US81, Grady, OK
Built 1992 Load: 9.1 t ADT: 40
E0010
FairOver: CREEK
.3N 1.6 W OF MANCHESTER, Grant, OK
Built 1965 Load: 9.1 t ADT: 75
E0180
FairOver: POND CREEK
3.8W 4S .4W OF SH11/US81, Grant, OK
Built 1998 Load: 9.1 t ADT: 24
N2040
FairOver: IRRIGATION CANAL
8.1 S 2.4 E OF GRANITE, Greer, OK
Built 1946 Load: 9.1 t ADT: 24
E1500
FairOver: IRRIGATION CANAL
8. S 2.6 E OF GRANITE, Greer, OK
Built 1946 Load: 9.1 t ADT: 50
E1510
FairOver: IRRIGATION CANAL
9. S 2.7 E OF GRANITE, Greer, OK
Built 1946 Load: 9.1 t ADT: 50
E1370
FairOver: CREEK
4.4 N; 0.6 W WISTER, Le Flore, OK
Built 1988 Load: 9.1 t ADT: 175
E0870
FairOver: CREEK
2.6W 2S .3W OF KENDRICK, Lincoln, OK
Built 1935 Load: 9.1 t ADT: 100
E0980
FairOver: EAST CAPTAIN CREEK
1 S 4 W 1N .2W OF ROSS, Lincoln, OK
Built 1938 Load: 9.1 t ADT: 100
IRR E0760
FairOver: EUCHEE CREEK
2.5 MI W OF ELBA, Lincoln, OK
Built 1960 Load: 9.1 t ADT: 100
N3280
FairOver: CREEK
3.1S 5E .8N OF MERIDIAN, Logan, OK
Built 1998 Load: 9.1 t ADT: 25
N2550
FairOver: DEEP CREEK
6.5S 1E .4S OF FAIRVIEW, Major, OK
Built 1967 Load: 9.1 t ADT: 100
E0430
FairOver: CREEK
2.1S .9W OF SH15/US281, Major, OK
Built 1977 Load: 9.1 t ADT: 25
N4680
FairOver: ROCK CREEK
4.6 N; 4.0 E HAWORTH, McCurtain, OK
Built 2006 Load: 9.1 t ADT: 24
N3360
FairOver: CREEK
3.E 1.5N OF US177/US64, Noble, OK
Built 1954 Load: 9.1 t ADT: 100
N3945
FairOver: CREEK
1.0 W INDIAN NATION TPK, Okmulgee, OK
Built 1923 Load: 9.1 t ADT: 200
E1575
FairOver: CREEK
.2 S & .4 E OF ALOSO, Pontotoc, OK
Built 1936 Load: 9.1 t ADT: 100
E1110
FairOver: CREEK
4 N & 3.1 W OF LITTLE, Seminole, OK
Built 1965 Load: 9.1 t ADT: 100
E1320
FairOver: CREEK
2 S & .9 E OF MAUD, Seminole, OK
Built 1988 Load: 9.1 t ADT: 50
Showing 2,251-2,300 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 |