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
2654C
FairOver: CREEK
1.2 N 5 MI E VERDAN, Grady, OK
Built 1946 Load: 14.5 t ADT: 100
2608C
FairOver: SALT CREEK
2.8 MI W AMBER, Grady, OK
Built 1965 Load: 14.5 t ADT: 683
E0200
FairOver: CREEK
6S 1.3E OF SH11/SH74, Grant, OK
Built 1939 Load: 14.5 t ADT: 25
N2970
FairOver: CREEK
.3E1.3S4.5E.4N POND CREEK, Grant, OK
Built 1945 Load: 14.5 t ADT: 24
E0120
FairOver: CREEK
.2S 1.2W OF CLYDE, Grant, OK
Built 2001 Load: 14.5 t ADT: 25
E1945
FairOver: SANDY CREEK
2.9S & 2.4E OF TISHOMINGO, Johnston, OK
Built 1946 Load: 14.5 t ADT: 100
N3190
FairOver: DOE CREEK
1.3E 3.1N OF I-35/SH11, Kay, OK
Built 1940 Load: 14.5 t ADT: 50
E0060
FairOver: BITTER CREEK
.2N 3.9E OF BRAMAN, Kay, OK
Built 1960 Load: 14.5 t ADT: 258
N3270
FairOver: DUCK CREEK
9.3E .3S I-35/SH11, Kay, OK
Built 1995 Load: 14.5 t ADT: 50
N2970
FairOver: COTTONWOOD CREEK
10.5E 4.1S OF US8/SH51, Kingfisher, OK
Built 1974 Load: 14.5 t ADT: 64
3926C
FairOver: BUFFALO CREEK
2.5 E; 0.9 N YANUSH, Latimer, OK
Built 1983 Load: 14.5 t ADT: 100
4116C
FairOver: CREEK
.9 S 5.2 E OF CARNEY, Lincoln, OK
Built 1935 Load: 14.5 t ADT: 475
E0850
FairOver: BELLCOW CREEK
.4W 1.9S .6W OF CARNEY, Lincoln, OK
Built 1950 Load: 14.5 t ADT: 100
N3570
FairOver: CAMP CREEK
.7N 1.E 3.6N OF I-44/SH99, Lincoln, OK
Built 1985 Load: 14.5 t ADT: 100
E0740
FairOver: CREEK
5. N 3.8 W OF 177 & 105, Lincoln, OK
Built 1996 Load: 14.5 t ADT: 50
E0590
FairOver: CREEK
.5N 2.9W OF MARSHALL, Logan, OK
Built 1925 Load: 14.5 t ADT: 300
LUTHER RD.
FairOver: CREEK
.5N OF WATERLOO ROAD, Logan, OK
Built 1991 Load: 14.5 t ADT: 100
E0600
FairOver: CREEK
5.5N .6E OF MULHALL, Logan, OK
Built 2001 Load: 14.5 t ADT: 25
E0480
FairOver: SKUNK CREEK
3.5N 3.3W OF FAIRVIEW, Major, OK
Built 1975 Load: 14.5 t ADT: 24
E0480
FairOver: COTTONWOOD CREEK
3.5N 4.6W OF FAIRVIEW, Major, OK
Built 1986 Load: 14.5 t ADT: 100
E0440
FairOver: INDIAN CREEK TRIB.
1S 1.3W OF US60/SH58, Major, OK
Built 2003 Load: 14.5 t ADT: 50
N4000
FairOver: CREEK
3S .3 W OF HANNA, McIntosh, OK
Built 1938 Load: 14.5 t ADT: 24
5148C
FairOver: CREEK
1.8 MI S OF US 62, Muskogee, OK
Built 1937 Load: 14.5 t ADT: 100
N3260
FairOver: CREEK
5E 2.5S OF US7/SH156, Noble, OK
Built 1947 Load: 14.5 t ADT: 50
N3880
FairOver: CREEK
1.6 N 1.E PHAROAH, Okfuskee, OK
Built 1936 Load: 14.5 t ADT: 100
N3630
FairOver: LITTLE HILLIBY CREEK
4.6 S .8 E PADEN, Okfuskee, OK
Built 1936 Load: 14.5 t ADT: 100
92ND ST. (E0690)
FairOver: BIG CREEK
92ND ST\CNCL RD .3E, Payne, OK
Built 1926 Load: 14.5 t ADT: 100
6138C
FairOver: ROCK CREEK
7S 2.7E OF BLANCO, Pittsburg, OK
Built 1937 Load: 14.5 t ADT: 150
D4030
FairOver: CREEK
2.0 MI S OF SAVANNA, Pittsburg, OK
Built 1940 Load: 14.5 t ADT: 100
N4180
FairOver: HOGEYE CREEK
.6 S COUNTS, Pittsburg, OK
Built 1938 Load: 14.5 t ADT: 100
6136C
FairOver: BLUE CREEK
1.6 S .5 W OF HARTSHORNE, Pittsburg, OK
Built 1950 Load: 14.5 t ADT: 100
E1420
FairOver: CREEK
.4 S & 3.7 W OF WANETTE, Pottawatomie, OK
Built 1938 Load: 14.5 t ADT: 50
N3550
FairOver: SHAN CREEK
1.1N & 1W OF CENTERVIEW, Pottawatomie, OK
Built 1994 Load: 14.5 t ADT: 100
FAS 7102
FairOver: DEEP RED CREEK
4.9 MI. E. OF MANITOU, Tillman, OK
Built 1940 Load: 14.5 t ADT: 200
E0593(W.CAMERON ST
FairOver: CREEK
CAMERON ST .05W 72ND W, Tulsa, OK
Built 1940 Load: 14.5 t ADT: 280
7201C(201 ST.S)
FairOver: SNAKE CREEK
201ST S. .8E HARVARD AVE, Tulsa, OK
Built 1940 Load: 14.5 t ADT: 747
FAU 8380 (E PINE S
FairOver: COAL CREEK
4400 E PINE STREET, Tulsa, OK
Built 1950 Load: 14.5 t ADT: 15,010
E1080
FairOver: GYP CREEK
5.N 2.1W OF CORN, Washita, OK
Built 1977 Load: 14.5 t ADT: 25
N2390
FairOver: CREEK
5W 1.9S OF JCT 64/281S, Woods, OK
Built 1985 Load: 14.5 t ADT: 24
N2130
FairOver: SAND CREEK
7.1E 3.9N OF SHARON, Woodward, OK
Built 1986 Load: 14.5 t ADT: 100
N4450
FairOver: TALOKA CREEK TRIB.
3.7N 1.5E OF STIGLER, Haskell, OK
Built 1938 Load: 14.6 t ADT: 100
N4330
FairOver: CREEK
1S; .4 W OF HOYT, Haskell, OK
Built 1939 Load: 14.6 t ADT: 100
E1220
FairOver: CREEK
1S; 2.3W OF HWY 9 & 26, Haskell, OK
Built 1940 Load: 14.6 t ADT: 100
5792C
FairOver: CREEK
4E & 4N OF HOMINY, Osage, OK
Built 1939 Load: 14.6 t ADT: 50
N2720
FairOver: CREEK
10.W 1.7S OF OKARCHE, Canadian, OK
Built 1938 Load: 14.7 t ADT: 100
N2760
FairOver: CREEK
6W .8S OF OKARCHE, Canadian, OK
Built 2004 Load: 14.7 t ADT: 100
HEDGES RD
FairOver: CREEK
0.5 N US70/HEDGES, Carter, OK
Built 1936 Load: 14.7 t ADT: 100
E0670
FairOver: CREEK
.1E 4.N OF I-44/SH33, Creek, OK
Built 1938 Load: 14.7 t ADT: 100
4942C
FairOver: CREEK
3.5W & 3.1N US69 & SH20, Mayes, OK
Built 1930 Load: 14.7 t ADT: 150
FAS 4907
FairOver: CREEK
7.9 MI SE SH 20, Mayes, OK
Built 1940 Load: 14.7 t ADT: 3,219
Showing 2,701-2,750 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 |