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
FAS 2801
FairOver: CREEK
3 MI W .5 N PLAINVIEW, Greer, OK
Built 1941 Load: 19.1 t ADT: 50
FAS 2801
FairOver: CREEK
3 W 1 N.75 W PLAINVIEW, Greer, OK
Built 1941 Load: 19.1 t ADT: 50
E1510
FairOver: CREEK
3. S 4.5 E OF MANGUM, Greer, OK
Built 1941 Load: 19.1 t ADT: 25
N1940
FairOver: CREEK
1.9 MI S OF BRINKMAN, Greer, OK
Built 1941 Load: 19.1 t ADT: 25
N1940
FairOver: CREEK
3.2 MI S OF BRINKMAN, Greer, OK
Built 1941 Load: 19.1 t ADT: 25
FAS 2820
FairOver: CREEK
3. S 5.9 E BLOOMINGTON, Greer, OK
Built 1941 Load: 19.1 t ADT: 50
E1410
FairOver: CREEK
2.5 S .1 E OF BRINKMAN, Greer, OK
Built 1941 Load: 19.1 t ADT: 25
N1850
FairOver: CREEK
.2 N 1. E OF REED, Greer, OK
Built 1941 Load: 19.1 t ADT: 25
E1430
FairOver: CREEK
4. N 1.2 W OF MANGUM, Greer, OK
Built 1941 Load: 19.1 t ADT: 25
FAS 2813
FairOver: CREEK
2.4 MI E RUSSELL, Greer, OK
Built 1947 Load: 19.1 t ADT: 100
FAS 2801
FairOver: DEER CREEK
5.8 MI NORTH OF REED, Greer, OK
Built 1947 Load: 19.1 t ADT: 200
E1730
FairOver: CREEK
2.1 E 11.2 S OF GOULD, Harmon, OK
Built 1930 Load: 19.1 t ADT: 100
FAS 2908
FairOver: CREEK
6.0 S 1.5 W OF HOLLIS, Harmon, OK
Built 1930 Load: 19.1 t ADT: 40
N1720
FairOver: CREEK
2. N 1.5 E OF HOLLIS, Harmon, OK
Built 1937 Load: 19.1 t ADT: 70
FAS 2908
FairOver: CREEK
5.4 MI N OF US 60, Harmon, OK
Built 1936 Load: 19.1 t ADT: 50
N1700
FairOver: CREEK
4.1 N .5 W OF HOLLIS, Harmon, OK
Built 1937 Load: 19.1 t ADT: 60
N1810
FairOver: CREEK
2.1 E .2 S OF GOULD, Harmon, OK
Built 1937 Load: 19.1 t ADT: 50
E1700
FairOver: CREEK
1.3 E 8.2 S OF GOULD, Harmon, OK
Built 1937 Load: 19.1 t ADT: 60
FAS 2906
FairOver: CREEK
1.4 W 6. N OF HOLLIS, Harmon, OK
Built 1937 Load: 19.1 t ADT: 100
E1590
FairOver: CREEK
1.4 E 2. N OF HOLLIS, Harmon, OK
Built 1937 Load: 19.1 t ADT: 70
FAS 2908
FairOver: CREEK
4E 6.8S OF GOULD, Harmon, OK
Built 1937 Load: 19.1 t ADT: 75
E1570
FairOver: SANDY CREEK
4N .4W OF HOLLIS, Harmon, OK
Built 1937 Load: 19.1 t ADT: 70
2914C
FairOver: CREEK
3.0 S 0.2 E OF GOULD, Harmon, OK
Built 1938 Load: 19.1 t ADT: 50
E1700
FairOver: CREEK
2. E 8.2 S OF GOULD, Harmon, OK
Built 1938 Load: 19.1 t ADT: 60
E1560
FairOver: CREEK
1.6 W 6. N OF MC QUEEN, Harmon, OK
Built 1938 Load: 19.1 t ADT: 50
E1580
FairOver: CREEK
1. E 3. N OF HOLLIS, Harmon, OK
Built 1938 Load: 19.1 t ADT: 50
N1780
FairOver: CREEK
6.1 N .9 W OF GOULD, Harmon, OK
Built 1938 Load: 19.1 t ADT: 50
N1660
FairOver: CREEK
4.5 W .1 N OF HOLLIS, Harmon, OK
Built 1938 Load: 19.1 t ADT: 60
2928C
FairOver: CREEK
5.8 N OF GOULD, Harmon, OK
Built 1940 Load: 19.1 t ADT: 100
2928C
FairOver: CREEK
3.0 N OF GOULD, Harmon, OK
Built 1940 Load: 19.1 t ADT: 100
E1600
FairOver: CREEK
1.8 N 1.1 E OF GOULD, Harmon, OK
Built 1938 Load: 19.1 t ADT: 50
FAS 3014
FairOver: REDOUBT CREEK
6.7N US 64 & 283S, Harper, OK
Built 1965 Load: 19.1 t ADT: 100
OLD U.S. 64
FairOver: CREEK
N LEG AT JCT US 183, Harper, OK
Built 1933 Load: 19.1 t ADT: 1,500
N1980
FairOver: CREEK
1.5N 7.5E 5.1N OF BUFFALO, Harper, OK
Built 1948 Load: 19.1 t ADT: 100
N1900
FairOver: CREEK
.5W 2.4N OF BUFFALO, Harper, OK
Built 1949 Load: 19.1 t ADT: 100
E0210
FairOver: CREEK
1.2W OF LAVERNE, Harper, OK
Built 1952 Load: 19.1 t ADT: 100
D1991
FairOver: SALT CREEK TRIB.
8S OF SELMAN, Harper, OK
Built 1964 Load: 19.1 t ADT: 100
N1980
FairOver: CREEK
.3W 1.3S OF SELMAN, Harper, OK
Built 1964 Load: 19.1 t ADT: 100
D1986
FairOver: SAND CREEK
.2W 6S OF SELMAN, Harper, OK
Built 1965 Load: 19.1 t ADT: 100
FAS 3019
FairOver: CREEK
1.5S 4.6E OF BUFFALO, Harper, OK
Built 1969 Load: 19.1 t ADT: 100
E0170
FairOver: BUFFALO CREEK TRIB.
3.5S1.5W1S.3W OF BUFFALO, Harper, OK
Built 1983 Load: 19.1 t ADT: 50
D2003
FairOver: BUFFALO CREEK
.3W .5S 2.3E OF SELMAN, Harper, OK
Built 1984 Load: 19.1 t ADT: 50
E0190
FairOver: CREEK
6.5S 2.3W OF BUFFALO, Harper, OK
Built 1990 Load: 19.1 t ADT: 100
N3920
FairOver: CREEK
1.9S .2W OF DUSTIN, Hughes, OK
Built 1921 Load: 19.1 t ADT: 50
3272C
FairOver: CREEK
4.2N & .6E OF HOLDENVILLE, Hughes, OK
Built 1926 Load: 19.1 t ADT: 160
N3920
FairOver: CREEK
1.6 S & .2 W OF DUSTIN, Hughes, OK
Built 1932 Load: 19.1 t ADT: 100
3236C
FairOver: CREEK
1.2 N & .9 E OF LAMAR, Hughes, OK
Built 1934 Load: 19.1 t ADT: 260
3236C
FairOver: CREEK
3.3 N & 2.2 E OF LAMAR, Hughes, OK
Built 1934 Load: 19.1 t ADT: 260
3212C
FairOver: CREEK
2.7 E OF HORNTOWN, Hughes, OK
Built 1934 Load: 19.1 t ADT: 705
3218C
FairOver: UP R.R. UNDER
.6 N & 3.9 E OF SPAULDING, Hughes, OK
Built 1936 Load: 19.1 t ADT: 135
Showing 3,651-3,700 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 |