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
N2830
FairOver: CREEK
1.4S 4W .4S OF BISON, Garfield, OK
Built 1932 Load: 2.7 t ADT: 25
E0350
FairOver: CREEK
4.7N 5.6E OF GARBER, Garfield, OK
Built 1930 Load: 2.7 t ADT: 24
E1340
FairOver: CREEK
.6S US62 4.W US81, Grady, OK
Built 1986 Load: 2.7 t ADT: 100
N3090
FairOver: CREEK
.3N 3.2 E .5S OF LAMONT, Grant, OK
Built 1951 Load: 2.7 t ADT: 24
N2840
FairOver: LYNCH CREEK
1W .5S OF SH11A/SH11, Grant, OK
Built 1997 Load: 2.7 t ADT: 24
6780C
FairOver: WEWOKA CREEK
.2 S & 1 E OF SEMINOLE, Seminole, OK
Built 1947 Load: 2.7 t ADT: 1,025
IRR E0140
FairOver: CREEK
1.N 2.E OF NARCISSA, Ottawa, OK
Built 1939 Load: 2.9 t ADT: 100
5740C
FairOver: SYCAMORE CREEK
10 MI SE OF FAIRFAX, Osage, OK
Built 1930 Load: 3.2 t ADT: 50
N2880
FairOver: HACKBERRY CREEK
.6N 1.5E .9N OF WAUKOMIS, Garfield, OK
Built 1925 Load: 3.6 t ADT: 24
N2800
FairOver: CREEK
1.6N 7W .2N OF BISON, Garfield, OK
Built 1932 Load: 3.6 t ADT: 24
E0330
FairOver: WILD HORSE CREEK
1.9S 4.2E OF HILLSDALE, Garfield, OK
Built 1969 Load: 3.6 t ADT: 100
E0280
FairOver: CREEK
1.8S 3.1W OF SALT FORK, Grant, OK
Built 1945 Load: 3.6 t ADT: 24
E0190
FairOver: SPRING CREEK
1W5S .7E OF SH11/SH11A, Grant, OK
Built 1992 Load: 3.6 t ADT: 50
N4750
FairOver: GAP CREEK
2.9 S; 2.5 W CAMERON, Le Flore, OK
Built 1947 Load: 3.6 t ADT: 50
N3480
FairOver: DRY CREEK
1.7 W 1.7 S OF KENDRICK, Lincoln, OK
Built 1940 Load: 3.6 t ADT: 100
E1060
FairOver: CREEK
2 S .3 E OF JACKTOWN, Lincoln, OK
Built 1960 Load: 3.6 t ADT: 100
IRR 5462C
FairOver: CREEK
.5 N 7.E WELEETKA, Okfuskee, OK
Built 1935 Load: 3.6 t ADT: 910
5142C
FairOver: CREEK
2.8 MI NW OF SH 72, Muskogee, OK
Built 1950 Load: 3.7 t ADT: 100
FAU 180
FairOver: CREEK
0.9 MI E OF US 81, Stephens, OK
Built 1950 Load: 4.3 t ADT: 444
TURKEY PEN ROAD
FairOver: MONTEZUMA CR.TRIB.
2.9 N 62B 3.0 E OKF C/L, Okmulgee, OK
Built 1938 Load: 4.4 t ADT: 700
N3070
FairOver: CREEK
5S 1W .3S OF HAYWARD, Garfield, OK
Built 1960 Load: 4.5 t ADT: 24
2622C
FairOver: CREEK
2.5 E .5 MI N NINNEKAH, Grady, OK
Built 1938 Load: 4.5 t ADT: 326
N2920
FairOver: POND CREEK
.2N .8W 1.4N OF JEFFERSON, Grant, OK
Built 1994 Load: 4.5 t ADT: 24
E1880
FairOver: CREEK
3.3 N & 1.1 E OF RAVIA, Johnston, OK
Built 1969 Load: 4.5 t ADT: 100
E0150
FairOver: CREEK
3E 1S .2E OF US177/SH11, Kay, OK
Built 1937 Load: 4.5 t ADT: 50
E0810
FairOver: CREEK
.9E 2.S .4E OF TRYON, Lincoln, OK
Built 1935 Load: 4.5 t ADT: 100
E0460
FairOver: CREEK
.3W 5N .3E OF LUCIEN, Noble, OK
Built 1955 Load: 4.5 t ADT: 25
E0360
FairOver: CREEK
2.2N .1E OF RED ROCK, Noble, OK
Built 1962 Load: 4.5 t ADT: 24
6828C
FairOver: FIELDS BRANCH
2.0 MI N OF 6828C, Sequoyah, OK
Built 1934 Load: 4.5 t ADT: 200
N4645
FairOver: CREEK
3.0 MI.E & 1.0 S 59-I40, Sequoyah, OK
Built 1995 Load: 4.5 t ADT: 100
E1690
FairOver: OTTER CREEK
4.3N .9W OF MANITOU, Tillman, OK
Built 1915 Load: 4.5 t ADT: 24
3144C/ N4543
FairOver: SAN BOIS CREEK
3.1 MI NW OF SH 9, Haskell, OK
Built 1968 Load: 4.9 t ADT: 600
N4150
FairOver: CREEK
3.5S 2W JCT SH20/I-44, Rogers, OK
Built 1955 Load: 4.9 t ADT: 75
E1195
FairOver: COBB CREEK
.5S & .7WJCTSH152/SH58N, Caddo, OK
Built 1976 Load: 5.0 t ADT: 25
E1550
FairOver: CREEK
4. W 2. S OF STRETFORD, Garvin, OK
Built 1940 Load: 5.0 t ADT: 100
IRR 5724C
FairOver: LITTLE CHIEF CREEK
5 MI S.E. OF BURBANK, Osage, OK
Built 1940 Load: 5.1 t ADT: 100
N2720
FairOver: TURKEY CREEK
3.1S OF GOLTRY 1W OF SH45, Alfalfa, OK
Built 1967 Load: 5.4 t ADT: 100
0458C
FairOver: CREEK
10. N 9.1 W OF ELMWOOD, Beaver, OK
Built 1968 Load: 5.4 t ADT: 100
N2860
FairOver: WILD HORSE CREEK
4W .3N OF KREMLIN, Garfield, OK
Built 1948 Load: 5.4 t ADT: 30
N3150
FairOver: CREEK
2W .8E OF KATIE, Garvin, OK
Built 2003 Load: 5.4 t ADT: 100
N2842
FairOver: TONY HOLLOW CREEK
.1N OF FRISCO&.2E OF 3RD, Grady, OK
Built 1988 Load: 5.4 t ADT: 200
E0040
FairOver: CROOKED CREEK
10N 6.2E OF SH11 & SH132, Grant, OK
Built 1994 Load: 5.4 t ADT: 24
E0100
FairOver: OSAGE CREEK
4N 2.9W US81/ SH11, Grant, OK
Built 1995 Load: 5.4 t ADT: 24
E0100
FairOver: POND CREEK
1S 4.4E OF WAKITA, Grant, OK
Built 1996 Load: 5.4 t ADT: 25
N2770
FairOver: CREEK
2W 1.3S OF MANCHESTER, Grant, OK
Built 1996 Load: 5.4 t ADT: 24
E0110
FairOver: OSAGE CREEK
.7N 1.9E OF CLYDE, Grant, OK
Built 1996 Load: 5.4 t ADT: 25
E0130
FairOver: OSAGE CREEK
1N 3.3W OF SH11/US81, Grant, OK
Built 2002 Load: 5.4 t ADT: 24
E0030
FairOver: CREEK
1.7S 9.6E OF MANCHESTER, Grant, OK
Built 2002 Load: 5.4 t ADT: 25
3206C
FairOver: CREEK
.8 S & .3 W OF YEAGER, Hughes, OK
Built 1935 Load: 5.4 t ADT: 210
E1360
FairOver: CREEK
2 N & 1.4 OF SPAULDING, Hughes, OK
Built 1992 Load: 5.4 t ADT: 75
Showing 2,101-2,150 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 |