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
E1680
FairOver: CREEK
5. N 5.8 W OF I-44-SH36, Comanche, OK
Built 1989 Load: 18.4 t ADT: 100
E0660
FairOver: DRY CREEK
1.8S 1.4E OF OILTON, Creek, OK
Built 1939 Load: 18.4 t ADT: 100
N3910
FairOver: CREEK
1E 1N OF KIEFER, Creek, OK
Built 1941 Load: 18.4 t ADT: 100
N2870
FairOver: CREEK
5E 2.3S OF OKARCHE, Canadian, OK
Built 2004 Load: 18.5 t ADT: 100
D1315
FairOver: CREEK
1.1S 2.3E OF KINTA, Haskell, OK
Built 1939 Load: 18.5 t ADT: 100
E1120
FairOver: CREEK
3. S 2.1 W OF CEDER LAKE, Canadian, OK
Built 1987 Load: 18.6 t ADT: 100
N4590
FairOver: CREEK
.5S OF TAILHOLT, Cherokee, OK
Built 1940 Load: 18.6 t ADT: 50
IRR 1816C
FairOver: HALE CREEK
6.N OF VINITA, Craig, OK
Built 1937 Load: 18.6 t ADT: 50
N4430
FairOver: CREEK
.5N;7E OF FT. GIBSON, Muskogee, OK
Built 1975 Load: 18.6 t ADT: 300
E0940
FairOver: NUYAKA CREEK
3.4E 4.01N OF SH56/COLINE, Okmulgee, OK
Built 2012 Load: 18.6 t ADT: 100
IRR E0170
FairOver: CREEK
E0170N4550008, Ottawa, OK
Built 1939 Load: 18.6 t ADT: 100
D2057
FairOver: UP R.R. UNDER
ARMSTRONG ST., Bryan, OK
Built 1945 Load: 18.7 t ADT: 500
1844C
FairOver: SALT CREEK
4.S OF CENTIALIA, Craig, OK
Built 1940 Load: 18.7 t ADT: 50
N4593
FairOver: CACHE CREEK
.5N OF CARTERSVILLE, Haskell, OK
Built 1938 Load: 18.7 t ADT: 100
3138C
FairOver: CREEK
2.4N 3E OF LEQURE, Haskell, OK
Built 1940 Load: 18.7 t ADT: 100
N4470
FairOver: MUSTANG CREEK
1.NW OF KETCHUM, Craig, OK
Built 1940 Load: 18.8 t ADT: 100
N4592
FairOver: HICKORY CREEK
1.5N OF SAILBOAT BR., Delaware, OK
Built 1939 Load: 18.8 t ADT: 420
6824C/ N4770
FairOver: CAMP CREEK
2.3 MI S OF US 64, Sequoyah, OK
Built 1982 Load: 18.8 t ADT: 500
E1870
FairOver: CREEK
.5S .6E JCT SH53/SH89, Stephens, OK
Built 2002 Load: 18.8 t ADT: 50
ACCESS RD. LOCK 17
FairOver: CHOUTEAU L&D VERDIGRIS R
7 MI. S. OF WAGONER OK., Wagoner, OK
Built 1968 Load: 18.8 t ADT: 50
N3640
FairOver: CREEK
.5S 3E .8S OF SHAMROCK, Creek, OK
Built 1950 Load: 18.9 t ADT: 100
E0850
FairOver: CREEK
1.9 E CREEK C/L, Okmulgee, OK
Built 1938 Load: 18.9 t ADT: 100
N4450
FairOver: CREEK
7. N 1.1 E OF GORE, Sequoyah, OK
Built 1939 Load: 18.9 t ADT: 100
E0558
FairOver: SPRING CREEK
IN KANSAS; OKLA., Delaware, OK
Built 1945 Load: 19.0 t ADT: 100
N4700
FairOver: DOG CREEK
4.3S 1W OF STILWELL, Adair, OK
Built 1936 Load: 19.1 t ADT: 100
N4700
FairOver: CREEK
4.2N 3W OF US 59, Adair, OK
Built 1938 Load: 19.1 t ADT: 100
N4685 (FAS 0104)
FairOver: ENGLAND HOLLOW CREEK
5.6N OF US 59, Adair, OK
Built 1942 Load: 19.1 t ADT: 352
IRR N4740 (0144C)
FairOver: SALLY BULL CREEK
6.9S 3E OF STILWELL, Adair, OK
Built 1972 Load: 19.1 t ADT: 450
N2590
FairOver: COTTONWOOD CREEK TRIB.
2W 1.2N OF CHEROKEE, Alfalfa, OK
Built 1921 Load: 19.1 t ADT: 75
E0260
FairOver: CREEK
4W 2S OF JET, Alfalfa, OK
Built 1935 Load: 19.1 t ADT: 25
E0270
FairOver: CREEK
3S .5E OF US64/SH8, Alfalfa, OK
Built 1936 Load: 19.1 t ADT: 100
N2580
FairOver: WEST CLAY CREEK TRIB.
3E 1.8N OF CARMEN, Alfalfa, OK
Built 1937 Load: 19.1 t ADT: 100
E0300 (FAS 0212)
FairOver: CREEK
3N 1.8E OF SH45/SH8, Alfalfa, OK
Built 1937 Load: 19.1 t ADT: 25
E0360
FairOver: TURKEY CREEK TRIB.
3S 3.9E OF HELENA, Alfalfa, OK
Built 1955 Load: 19.1 t ADT: 24
E0040
FairOver: BARROW DRAIN
4N .1W OF SH 8/11 JCT., Alfalfa, OK
Built 1962 Load: 19.1 t ADT: 100
E0230 (FAS 0213)
FairOver: CREEK
1.2W OF LAMBERT, Alfalfa, OK
Built 1962 Load: 19.1 t ADT: 100
N2600
FairOver: WEST CLAY CREEK TRIB.
2E .3S OF YEWED, Alfalfa, OK
Built 1964 Load: 19.1 t ADT: 25
N2640
FairOver: BARROW DRAIN
3S OF KS 1W OF SH 8, Alfalfa, OK
Built 1969 Load: 19.1 t ADT: 100
N2580 (FAS 0209)
FairOver: DRIFTWOOD CREEK
4.8N OF US 64, Alfalfa, OK
Built 1974 Load: 19.1 t ADT: 50
E0370 (FAS 0211)
FairOver: CREEK
5.4E OF SH 58, Alfalfa, OK
Built 1982 Load: 19.1 t ADT: 100
N2520 (FAS 0228)
FairOver: CREEK
4.1W OF 0238C, Alfalfa, OK
Built 1984 Load: 19.1 t ADT: 50
N2550
FairOver: DRIFTWOOD CREEK
2.5W .8N OF BURLINGTON, Alfalfa, OK
Built 1984 Load: 19.1 t ADT: 100
E0240
FairOver: WEST CLAY CREEK
.1W OF SH 8, Alfalfa, OK
Built 1987 Load: 19.1 t ADT: 100
E0260
FairOver: TWIN SPRING CREEK
2M S. 1.9MI W OF JET, Alfalfa, OK
Built 2006 Load: 19.1 t ADT: 100
N2630
FairOver: FIELD DRAIN
2E 4.5N OF SH8/64 JCT, Alfalfa, OK
Built 2013 Load: 19.1 t ADT: 100
WARDVILLE RD
FairOver: OWL CREEK
.5E 1.4S OF WARDVILLE, Atoka, OK
Built 1937 Load: 19.1 t ADT: 100
FORREST HILL
FairOver: CREEK
3.3E .4S OF TUSHKA, Atoka, OK
Built 1937 Load: 19.1 t ADT: 200
E1710
FairOver: CREEK
1E OF DAISY, Atoka, OK
Built 1937 Load: 19.1 t ADT: 100
FORREST HILL
FairOver: SAND CREEK
.9E 2.4S OF ATOKA, Atoka, OK
Built 1937 Load: 19.1 t ADT: 200
N3780 OLD BROOM RD
FairOver: CREEK
4E 3.8N OF WILSON, Atoka, OK
Built 1938 Load: 19.1 t ADT: 100
Showing 3,151-3,200 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 |