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
E0900
PoorOver: CREEK
5.3W OF GYPSY, Creek, OK
Built 1936 Load: 17.1 t ADT: 100
N4627 (0152C)
PoorOver: LUNAR CREEK
.3N OF CHEWEY, Adair, OK
Built 1936 Load: 17.2 t ADT: 207
E0600 (0102C)
PoorOver: CREEK
2.8W 1S OF US 59, Adair, OK
Built 1936 Load: 17.2 t ADT: 118
E0630 (0101C)
PoorOver: LUNAR CREEK
.3E OF CHEWEY, Adair, OK
Built 1942 Load: 17.2 t ADT: 400
CENTER POINT
PoorOver: CREEK
.6S OF CENTER POINT, Atoka, OK
Built 1939 Load: 17.2 t ADT: 200
E0629
PoorOver: SPRING CREEK
1.8 N 0.2 E OF PEGGS, Cherokee, OK
Built 1989 Load: 17.2 t ADT: 150
E0440
PoorOver: CREEK
1.5S 1.1E OF US64/SH74, Garfield, OK
Built 1920 Load: 17.2 t ADT: 100
E0490
PoorOver: DRY SALT CREEK
.3N .5W OF DRUMMOND, Garfield, OK
Built 1975 Load: 17.2 t ADT: 50
E SILVER CITY RDG
PoorOver: EAST CREEK
1.3E 2.0N JCT SH-37/SH-92, Grady, OK
Built 1939 Load: 17.2 t ADT: 100
E1954
PoorOver: CAMP CREEK
.4 S & .6 E OF MANNSVILLE, Johnston, OK
Built 1946 Load: 17.2 t ADT: 50
N2580
PoorOver: CREEK
2.5S 4E 2.3S OF FAIRVIEW, Major, OK
Built 1990 Load: 17.2 t ADT: 100
N3110 (BRYANT AVE)
PoorOver: CREEK
.2N OF NE 108TH, Oklahoma, OK
Built 1966 Load: 17.2 t ADT: 2,300
D0030
PoorOver: TURKEY CREEK
5.0 MI NE OF BOULANGER, Osage, OK
Built 1940 Load: 17.2 t ADT: 70
E0370
PoorOver: FOUR MILE CREEK
0.2 MI E OF US 169, Rogers, OK
Built 1940 Load: 17.2 t ADT: 250
FAS 7510
PoorOver: CREEK
3 MI S COLONY, Washita, OK
Built 1976 Load: 17.2 t ADT: 75
FAS 7504
PoorOver: CREEK
3.1 W 3 N SENTINEL, Washita, OK
Built 1977 Load: 17.2 t ADT: 25
N4070
PoorOver: CANE CREEK
3.0 W 4.5 N US62-MSK C/L, Okmulgee, OK
Built 1980 Load: 17.3 t ADT: 100
IRR D3676
PoorOver: BLACKBIRD CREEK
2S&.75W OF JCT. 99&20, Osage, OK
Built 1940 Load: 17.3 t ADT: 300
5756C
PoorOver: CREEK
3.5 MI SE of BOULANGER, Osage, OK
Built 1925 Load: 17.4 t ADT: 100
5746C
PoorOver: CREEK
8W OF PAWHUSKA 1.5S OF 60, Osage, OK
Built 1930 Load: 17.4 t ADT: 24
5732C
PoorOver: SOUTH ELM CREEK
2.3N OF FORAKER, Osage, OK
Built 1940 Load: 17.4 t ADT: 57
E0670
PoorOver: CREEK
6.0N SH 51; 5.5W US 69, Wagoner, OK
Built 1945 Load: 17.4 t ADT: 50
0746C (OLD US 69)
PoorOver: BLUE RIVER
.1 NE OF ARMSTRONG, Bryan, OK
Built 1932 Load: 17.5 t ADT: 100
1832C
PoorOver: E FORK BIG CREEK
2.0 MI E OF COUNTY LINE, Craig, OK
Built 1936 Load: 17.5 t ADT: 50
1ST ST.
PoorOver: TIGER CREEK
1ST ST & OHIO AVE, Creek, OK
Built 1936 Load: 17.6 t ADT: 150
WOOD ST.
PoorOver: TIGER CREEK
WOOD ST & OHIO AVE, Creek, OK
Built 1936 Load: 17.6 t ADT: 150
E0870
PoorOver: CREEK
3.9 W 1.0 N SH52-SH16, Okmulgee, OK
Built 1938 Load: 17.6 t ADT: 100
N3520
PoorOver: CAMP CREEK
4.3E 3.1S OF PAWNEE, Pawnee, OK
Built 1921 Load: 17.6 t ADT: 75
IRR N4550
PoorOver: LITTLE RIVER
0.5 S HONOBIA, Le Flore, OK
Built 1953 Load: 17.9 t ADT: 100
5714C
PoorOver: SALT CREEK
.3E OF BURBANK, Osage, OK
Built 1930 Load: 17.9 t ADT: 204
IRR N4590
PoorOver: CREEK
1.6E&0.5 N OF FAIRLAND, Ottawa, OK
Built 1939 Load: 17.9 t ADT: 200
N3416
PoorOver: SALT CREEK
.5 N OF PEARSON, Pottawatomie, OK
Built 1940 Load: 17.9 t ADT: 100
2132C
PoorOver: CREEK
6.0 MI SW OF JAY, Delaware, OK
Built 1939 Load: 18.0 t ADT: 100
E0600
PoorOver: OTTER CREEK
.5S 5E OF MARSHALL, Logan, OK
Built 1986 Load: 18.0 t ADT: 100
E1010
PoorOver: GENTRY CREEK
.3S 1.5W OF COUNCIL HILL, McIntosh, OK
Built 1911 Load: 18.0 t ADT: 100
7358C
PoorOver: CREEK
4.1E TULSA CL; ON 131ST, Wagoner, OK
Built 1940 Load: 18.0 t ADT: 350
E1660
PoorOver: OWL CREEK
1.0 MI E OF CENTRAHOMA, Coal, OK
Built 1940 Load: 18.1 t ADT: 100
E1680
PoorOver: IRRIGATION CANAL
283 &62 4.0 S &0.4 W, Jackson, OK
Built 1940 Load: 18.1 t ADT: 50
E0720
PoorOver: CREEK
4.4E 1.2N OF CRESCENT, Logan, OK
Built 1952 Load: 18.1 t ADT: 100
N3980(N.YALE AVE.)
PoorOver: CREEK
YALE AVE .7MI S 116 ST N., Tulsa, OK
Built 1940 Load: 18.1 t ADT: 262
N2490
PoorOver: SALT FORK ARKANSAS RIVER
4E 5.4S OF US281/SH11, Woods, OK
Built 1981 Load: 18.1 t ADT: 70
E0850 (0150C)
PoorOver: CREEK
2S 4.2E OF STILWELL, Adair, OK
Built 1943 Load: 18.2 t ADT: 624
E0710
PoorOver: BILLY CREEK
2.0 N SH 51; 3.0W US 69, Wagoner, OK
Built 1940 Load: 18.2 t ADT: 50
7334C
PoorOver: YELLOW WATER DITCH
2.0E & 5.6S SH51B/104 INT, Wagoner, OK
Built 1949 Load: 18.2 t ADT: 200
N3930 HALF BANK RD
PoorOver: CREEK
2W OF LANE, Atoka, OK
Built 1998 Load: 18.5 t ADT: 24
5622C
PoorOver: CREEK
0.7 S SH56, Okmulgee, OK
Built 1949 Load: 18.5 t ADT: 300
N4340
PoorOver: W. FORK BIG CABIN CREEK
5.0 MI E OF CENTRALIA, Craig, OK
Built 1926 Load: 18.6 t ADT: 50
E1095 (SW 36)
PoorOver: TWIN CREEK (SW 36)
W OF MAY AVE, Oklahoma, OK
Built 1950 Load: 18.6 t ADT: 350
N4590
PoorOver: CREEK
1.5N. 1.8E. FAIRLAND, Ottawa, OK
Built 1939 Load: 18.6 t ADT: 100
7412C
PoorOver: COON CREEK
5.5 E 8. N OF US 60, Washington, OK
Built 1956 Load: 18.6 t ADT: 132
Showing 21,501-21,550 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 |