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
E1570
FairOver: CREEK
3.5 S 8.4 E OF BLAIR, Jackson, OK
Built 1987 Load: 5.4 t ADT: 40
3546C
FairOver: PENNINGTON CREEK
2.5 N & 2 E OF MILL CREEK, Johnston, OK
Built 1938 Load: 5.4 t ADT: 55
N2870
FairOver: LITTLE TURKEY CREEK
1.5S .5E .9S OF HENNESSEY, Kingfisher, OK
Built 1950 Load: 5.4 t ADT: 203
FAS 3824
FairOver: LITTLE ELK CREEK
4S .8W OF ROCKY, Kiowa, OK
Built 1990 Load: 5.4 t ADT: 100
E0860
FairOver: CREEK
.6W 1.S 1.9W OF KENDRICK, Lincoln, OK
Built 1935 Load: 5.4 t ADT: 100
E1060
FairOver: CREEK
2 E 1.8 S 1E OF SH18/US62, Lincoln, OK
Built 1946 Load: 5.4 t ADT: 100
4118C
FairOver: RANCH CREEK
.2 E OF KENDRICK, Lincoln, OK
Built 1970 Load: 5.4 t ADT: 75
HARRAH RD.
FairOver: BEAR CREEK
3.1S 5E .6N OF MERIDIAN, Logan, OK
Built 1930 Load: 5.4 t ADT: 100
N4560
FairOver: WATERHOLE CREEK
2.0 S 1.0 E IRON STOB CRN, McCurtain, OK
Built 2006 Load: 5.4 t ADT: 80
N3250
FairOver: CREEK
4W 2.2S OF SH156/US77, Noble, OK
Built 1947 Load: 5.4 t ADT: 50
N3620
FairOver: CREEK
3.1 S OF SYLVIAN, Seminole, OK
Built 1975 Load: 5.4 t ADT: 100
N3570
FairOver: CREEK
.4 S & 1 E OF WOLF, Seminole, OK
Built 1988 Load: 5.4 t ADT: 100
N3930
FairOver: COON CREEK
4. W .2 S HAYWOOD, Pittsburg, OK
Built 1960 Load: 5.5 t ADT: 100
7206C
FairOver: CREEK
156 ST. N. @ MINGO RD., Tulsa, OK
Built 1930 Load: 5.6 t ADT: 272
E1093 (BARCLAY ST)
FairOver: COAL CREEK TRIB.
.2S OF I-40, Okmulgee, OK
Built 1940 Load: 5.9 t ADT: 100
5722C
FairOver: SALT CREEK
.5E 7BAR AIRPORT 6.4S 60, Osage, OK
Built 1930 Load: 5.9 t ADT: 96
5756C
FairOver: BIRCH CREEK
4.0 MI SE OF BOULANGER, Osage, OK
Built 1938 Load: 5.9 t ADT: 100
N4560
FairOver: CREEK
4.0MI.N.&1.4W FAIRLAND, Ottawa, OK
Built 1939 Load: 5.9 t ADT: 100
N FRISCO RD
FairOver: CREEK
2.2E;2.4N JCT SH-37/SH-92, Grady, OK
Built 2010 Load: 6.0 t ADT: 24
N3070
FairOver: CREEK
1.6 S OF PAYNE, McClain, OK
Built 1950 Load: 6.0 t ADT: 100
E0760
FairOver: CREEK
1N .5E OF BELLVUE, Creek, OK
Built 1930 Load: 6.1 t ADT: 100
1534C
FairOver: TURKEY CREEK
3.9 N. CENTAHOMA, Coal, OK
Built 1938 Load: 6.4 t ADT: 100
E0760
FairOver: CREEK
1E OF SHAMROCK, Creek, OK
Built 1935 Load: 6.4 t ADT: 100
N3090
FairOver: CREEK
4.8E 4.4N OF GARBER, Garfield, OK
Built 1925 Load: 6.4 t ADT: 24
N2910
FairOver: CREEK
.3S1.2W.4S OF POND CREEK, Grant, OK
Built 1950 Load: 6.4 t ADT: 24
N2830
FairOver: SAND CREEK
4.7E 1N OF NASH, Grant, OK
Built 1994 Load: 6.4 t ADT: 284
N2830
FairOver: CREEK
2.4W 3.6N OF WAKITA, Grant, OK
Built 1995 Load: 6.4 t ADT: 24
E0070
FairOver: CREEK
3.4W 2N .3W OF WAKITA, Grant, OK
Built 1994 Load: 6.4 t ADT: 24
3444C MAJOR
FairOver: CREEK
3.1 MI N SH 32, Jefferson, OK
Built 1931 Load: 6.4 t ADT: 37
E1802
FairOver: HOUGHTUBBY CREEK
1.2 S & 1.6 W OF BROMIDE, Johnston, OK
Built 1975 Load: 6.4 t ADT: 100
E0020
FairOver: LITTLE BEAVER CREEK
.4W .8N OF HARDY, Kay, OK
Built 1936 Load: 6.4 t ADT: 37
N3350
FairOver: CREEK
1E 3.8S OF KILDARE, Kay, OK
Built 1940 Load: 6.4 t ADT: 100
IRR N2250
FairOver: CREEK
1W .6S OF N. SNYDER, Kiowa, OK
Built 1999 Load: 6.4 t ADT: 100
N4470
FairOver: PIGEON CREEK
3.5 MI N OF BENGAL, Latimer, OK
Built 1940 Load: 6.4 t ADT: 24
N4490
FairOver: ROCK CREEK
0.5 N TALIHINA, Le Flore, OK
Built 1945 Load: 6.4 t ADT: 70
D1605
FairOver: SYCAMORE CREEK
3.0 E; 0.5 S WHITESBORO, Le Flore, OK
Built 1970 Load: 6.4 t ADT: 24
E0960
FairOver: CREEK
2.N .1 E OF ROSS, Lincoln, OK
Built 1993 Load: 6.4 t ADT: 100
N3480
FairOver: CREEK
2.5W 3.6 S OF MADILL, Marshall, OK
Built 1989 Load: 6.4 t ADT: 100
N2270
FairOver: S. FORK CAVALRY CREEK
3.9 S 2.5 E OF CORDELL, Washita, OK
Built 1950 Load: 6.4 t ADT: 25
E0050
FairOver: CREEK
.5N .2W OF LOOKOUT, Woods, OK
Built 2001 Load: 6.4 t ADT: 10
3444C MAJOR
FairOver: CREEK
3.4 MI N SH 32, Jefferson, OK
Built 1936 Load: 6.5 t ADT: 37
E0760
FairOver: CREEK
2.8S 2E OF CRESCENT, Logan, OK
Built 2001 Load: 6.5 t ADT: 75
D0079
FairOver: MISSION CREEK
6.0 MI E OF SH 10, Osage, OK
Built 1928 Load: 6.6 t ADT: 100
5128C
FairOver: CREEK
5.8 MI SE OF US 64, Muskogee, OK
Built 1965 Load: 6.8 t ADT: 200
E0680
FairOver: CREEK
3N 3.7E OF DRUMRIGHT, Creek, OK
Built 1930 Load: 7.0 t ADT: 100
N3040
FairOver: PANTHER CREEK
3S 1W .3S OF CRINER, McClain, OK
Built 1988 Load: 7.1 t ADT: 100
N3920
FairOver: MONTEZUMA CR.TRIB.
1.8 N 62B 3.0 E OKF C/L, Okmulgee, OK
Built 1936 Load: 7.1 t ADT: 700
HALF BANK RD
FairOver: MUDDY BOGGY CREEK
1W 3.7N OF LANE, Atoka, OK
Built 1920 Load: 7.3 t ADT: 70
E1720
FairOver: CREEK
5S&5.6W OF JCT SH7&SH65, Comanche, OK
Built 1940 Load: 7.3 t ADT: 66
N3660
FairOver: CREEK
6W .6S OF SH48/SH33, Creek, OK
Built 1936 Load: 7.3 t ADT: 100
Showing 2,151-2,200 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 |