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
5636C
FairOver: CREEK
1.4 SW OF I-40, Okmulgee, OK
Built 1945 Load: 12.7 t ADT: 450
5634C
FairOver: CREEK
5.2 E US75, Okmulgee, OK
Built 1965 Load: 12.7 t ADT: 200
5734C
FairOver: BIG DRUM CREEK
8W 7BAR AIRPORT;8S HWY 60, Osage, OK
Built 1930 Load: 12.7 t ADT: 350
N3370
FairOver: CREEK
1.7N & 1E OF BETHEL ACRE, Pottawatomie, OK
Built 1976 Load: 12.7 t ADT: 24
E1350
FairOver: CREEK
2 S & 2.6 W OF WOLF, Seminole, OK
Built 1939 Load: 12.7 t ADT: 100
N3530
FairOver: SALT CREEK
4.4 S & 3 E OF MAUD, Seminole, OK
Built 1970 Load: 12.7 t ADT: 100
7504C (E 111.0)
FairOver: CREEK
4.0 N 0.7 E COLONY, Washita, OK
Built 1982 Load: 12.7 t ADT: 50
N2410
FairOver: CREEK
3W 1.2S OF JCT 64/281S, Woods, OK
Built 1970 Load: 12.7 t ADT: 24
N2380
FairOver: BOGGY CREEK
6E 5.3N OF SH14/US64, Woods, OK
Built 1977 Load: 12.7 t ADT: 25
E1440
FairOver: CREEK
1. N 4.3 E OF SH 19, Caddo, OK
Built 1939 Load: 12.8 t ADT: 50
E1060
FairOver: CREEK
3.5;3.9W U.S. 270/ I-40, Canadian, OK
Built 2009 Load: 12.8 t ADT: 100
N4180
FairOver: POSSUM CREEK
1.5S .3E OF EUFAULA, McIntosh, OK
Built 1939 Load: 12.8 t ADT: 100
E0850
FairOver: CREEK
1S 1.9E OF FT. GIBSON, Muskogee, OK
Built 1938 Load: 12.8 t ADT: 100
BIXBY ROAD/ 5656C
FairOver: SNAKE CREEK
8.4 NW SH16, Okmulgee, OK
Built 1963 Load: 12.8 t ADT: 800
5734C
FairOver: BIG DRUM CREEK
10 MI. N.W. OF FAIRFAX, Osage, OK
Built 1930 Load: 12.8 t ADT: 380
N4090
FairOver: CREEK
.3S 1W OF PIERCE, McIntosh, OK
Built 1941 Load: 12.9 t ADT: 100
3138C/ N4470
FairOver: CREEK
2.8N 2.2 W OF LEQUIRE, Haskell, OK
Built 1940 Load: 13.0 t ADT: 100
E0210 (LAKE RD.)
FairOver: CREEK
.7E OF US77 ON HIGHLAND, Kay, OK
Built 1975 Load: 13.0 t ADT: 2,500
N4150
FairOver: CREEK
.2S 2W OF HWY 9 & 69, McIntosh, OK
Built 1938 Load: 13.0 t ADT: 100
7432C
FairOver: SAUNDERS CREEK
19S 2.8E OF JCT US75&60, Washington, OK
Built 1923 Load: 13.0 t ADT: 271
N3060
FairOver: SANDY CREEK
3W 1.4N OF WOODY CHAPEL, McClain, OK
Built 1988 Load: 13.1 t ADT: 100
N2760
FairOver: CREEK
2. E .5 N OF CALUMET, Canadian, OK
Built 1989 Load: 13.2 t ADT: 100
0922C
FairOver: CREEK
4.S 1.8E OF CALUMET, Canadian, OK
Built 1928 Load: 13.2 t ADT: 970
E0420
FairOver: CREEK
2.S & 0.7W OF ADAIR, Mayes, OK
Built 1941 Load: 13.2 t ADT: 225
5602C
FairOver: SNAKE CREEK
9.8 E US75 ALT, Okmulgee, OK
Built 1963 Load: 13.2 t ADT: 250
E1478
FairOver: BRUSHY CREEK
0.7 MI E OF DOW, Pittsburg, OK
Built 1925 Load: 13.2 t ADT: 100
6814C/ E1070
FairOver: CREEK
3.1 MI SE OF SH 101, Sequoyah, OK
Built 1941 Load: 13.2 t ADT: 300
N2800
FairOver: CREEK
2W 2.1S OF OKARCHE, Canadian, OK
Built 2011 Load: 13.3 t ADT: 100
N4110
FairOver: CREEK
1N;3E OF HITCHITA, McIntosh, OK
Built 1939 Load: 13.4 t ADT: 100
E0280
FairOver: CLEAR CREEK
5 MI N.W. OF FAIRFAX, Osage, OK
Built 1940 Load: 13.4 t ADT: 50
E0920
FairOver: CREEK
3S 2.1W OF OKARCHE, Canadian, OK
Built 2009 Load: 13.5 t ADT: 100
E0690
FairOver: CREEK
3.1 W 5 N TAHLEQUAH, Cherokee, OK
Built 1990 Load: 13.5 t ADT: 50
E0370 (4902C)
FairOver: BITTER CREEK
E0370N4310003, Mayes, OK
Built 1920 Load: 13.5 t ADT: 100
E0910
FairOver: CREEK
3.3 W 3.0 S SH16-MSK C/L, Okmulgee, OK
Built 1939 Load: 13.5 t ADT: 100
N4742 (0134C)
FairOver: BARON FORK CREEK
5.7S OF WESTVILLE, Adair, OK
Built 1948 Load: 13.6 t ADT: 222
N2740
FairOver: WAGON CREEK
3E 1.2N OF JET, Alfalfa, OK
Built 1911 Load: 13.6 t ADT: 100
N2610 (FAS 0204)
FairOver: CREEK
1E OF SH8, Alfalfa, OK
Built 1936 Load: 13.6 t ADT: 100
N2520
FairOver: SALT FORK TRIB.
9W OF CHEROKEE .6S US64, Alfalfa, OK
Built 1938 Load: 13.6 t ADT: 100
N2640 (0246C)
FairOver: CREEK
3E 1.9N OF US64/SH8, Alfalfa, OK
Built 1965 Load: 13.6 t ADT: 100
N2600
FairOver: STINK CREEK
1W .5S OF JCT SH8/SH58, Alfalfa, OK
Built 1993 Load: 13.6 t ADT: 100
N1240
FairOver: CREEK
2. E 9.8 N OF BALKO, Beaver, OK
Built 1946 Load: 13.6 t ADT: 100
E0930
FairOver: CREEK
2.5N .5W OF GEARY, Blaine, OK
Built 1986 Load: 13.6 t ADT: 40
E2070
FairOver: DOAKSVILLE CREEK
0.7 MI S OF SWINK, Choctaw, OK
Built 1940 Load: 13.6 t ADT: 24
N2360
FairOver: CREEK
5. E .8 N CUSTER CITY, Custer, OK
Built 1985 Load: 13.6 t ADT: 25
N3010
FairOver: CREEK
1.1E 3.4S OF HUNTER, Garfield, OK
Built 1957 Load: 13.6 t ADT: 100
E0370
FairOver: CREEK
5.5N 4.2W OF US64/SH74, Garfield, OK
Built 1967 Load: 13.6 t ADT: 100
N2830
FairOver: DRY CREEK
.4S 3.5W .3S OF WAUKOMIS, Garfield, OK
Built 1973 Load: 13.6 t ADT: 50
2408C
FairOver: CREEK
2.S 1.3E OF KREMLIN, Garfield, OK
Built 1982 Load: 13.6 t ADT: 100
N3020
FairOver: OTTER CREEK
2.6E 2.2S OF DOUGLAS, Garfield, OK
Built 1988 Load: 13.6 t ADT: 50
E0420
FairOver: CREEK
.5N 2.8E OF SH74/US64, Garfield, OK
Built 1950 Load: 13.6 t ADT: 100
Showing 2,551-2,600 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 |