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
E1660
FairOver: CREEK
1N&1.1W OF JCT SH7&SH65, Comanche, OK
Built 1976 Load: 19.1 t ADT: 100
FAS 1624C
FairOver: CREEK
6N&3.1E OF JCT SH7&SH65, Comanche, OK
Built 1981 Load: 19.1 t ADT: 103
1686C
FairOver: POST OAK CREEK
5.9 MI S INDIAHOMA, Comanche, OK
Built 1986 Load: 19.1 t ADT: 62
E1700
FairOver: NINE MILE CREEK
3S&1.8E OF JCT SH7&I-44, Comanche, OK
Built 1990 Load: 19.1 t ADT: 100
FAS 1696C
FairOver: E. CACHE CREEK O'FLOW
2S 3.3E OF JCT I-44&SH36, Comanche, OK
Built 1994 Load: 19.1 t ADT: 281
1602C
FairOver: CREEK
1.5 W JCT US62; CAD/COM, Comanche, OK
Built 1995 Load: 19.1 t ADT: 77
E1660
FairOver: CREEK
1N&4.6E OF JCT I-44 & SH7, Comanche, OK
Built 1994 Load: 19.1 t ADT: 100
1670C
FairOver: CREEK
3S & 2W JCT US62/SH115, Comanche, OK
Built 1995 Load: 19.1 t ADT: 50
IRR E1570
FairOver: CREEK
1. N .2 E OF SH 49/SH58, Comanche, OK
Built 1997 Load: 19.1 t ADT: 100
E1760
FairOver: CREEK
3. S 11. W OF I-44, Comanche, OK
Built 1996 Load: 19.1 t ADT: 100
N2470
FairOver: CREEK
3. E 6.1 S OF US62-SH115, Comanche, OK
Built 1996 Load: 19.1 t ADT: 100
N2540
FairOver: CREEK
.8 N .4 E OF SH 49, Comanche, OK
Built 1997 Load: 19.1 t ADT: 100
E1770
FairOver: CREEK
4S 3.8W OF JCT I-44&SH36, Comanche, OK
Built 1999 Load: 19.1 t ADT: 75
E1690
FairOver: CREEK
5S 6.4E JCT US62 / SH115, Comanche, OK
Built 2001 Load: 19.1 t ADT: 100
E1648 (ATLANTA ST)
FairOver: CREEK
.7E of N.W. 38 ST., Comanche, OK
Built 1950 Load: 19.1 t ADT: 220
E1685 SW BELLMONT
FairOver: NUMU CREEK TRIB.
1.5S OF LEE .5E OF 11TH, Comanche, OK
Built 1965 Load: 19.1 t ADT: 100
E1683 SW SEDALIA
FairOver: NUMU CREEK TRIB.
1.3S OF LEE .5E OF 11TH, Comanche, OK
Built 1965 Load: 19.1 t ADT: 100
E1680 SW ARBUCKLE
FairOver: NUMU CREEK TRIB.
1.2S OF LEE .5E OF 11TH, Comanche, OK
Built 1965 Load: 19.1 t ADT: 100
FAS 2002
FairOver: CREEK
4.7 W OF ARAPAHO, Custer, OK
Built 1930 Load: 19.1 t ADT: 250
N2390
FairOver: CREEK
2.2 MI S OF THOMAS, Custer, OK
Built 1935 Load: 19.1 t ADT: 100
N2390
FairOver: CREEK
8. E 2. N CUSTER CITY, Custer, OK
Built 1935 Load: 19.1 t ADT: 50
N2320
FairOver: CREEK
.2N. OF INDIANAPOLIS, Custer, OK
Built 1935 Load: 19.1 t ADT: 25
E0910
FairOver: CREEK
7.9 E 2. N CUSTER CITY, Custer, OK
Built 1938 Load: 19.1 t ADT: 25
FAS 2003
FairOver: CREEK
5.0 E 2.6 N OF CLINTON, Custer, OK
Built 1939 Load: 19.1 t ADT: 275
E0890
FairOver: CREEK
1.0 MI S OF THOMAS, Custer, OK
Built 1940 Load: 19.1 t ADT: 50
N2320
FairOver: CREEK
5.2E.;1.7N. OF ARAPAHO, Custer, OK
Built 1941 Load: 19.1 t ADT: 25
E0270
FairOver: FLY CREEK
2W 1N OF BERNICE, Delaware, OK
Built 1939 Load: 19.1 t ADT: 100
N2050
FairOver: CREEK
.9 N. OF LEEDY, Dewey, OK
Built 1915 Load: 19.1 t ADT: 25
FAS 2223
FairOver: CREEK
2.2S OF LENORA, Dewey, OK
Built 1939 Load: 19.1 t ADT: 200
E0510
FairOver: CREEK
1.3E OF SHATTUCK, Ellis, OK
Built 1930 Load: 19.1 t ADT: 100
E0570
FairOver: LITTLE WOLF CREEK
9S .2E OF GAGE, Ellis, OK
Built 1938 Load: 19.1 t ADT: 75
N1850
FairOver: CREEK
3.8E 4N OF ARNETT, Ellis, OK
Built 1941 Load: 19.1 t ADT: 54
E0390
FairOver: CREEK
12N .3W OF SHATTUCK, Ellis, OK
Built 1940 Load: 19.1 t ADT: 100
E0560
FairOver: CREEK
5S .4E OF SHATTUCK, Ellis, OK
Built 1940 Load: 19.1 t ADT: 100
E0560
FairOver: WILLOW CREEK
4.7N 4.4W OF ARNETT, Ellis, OK
Built 1940 Load: 19.1 t ADT: 50
E0540
FairOver: CREEK
3S 3W OF SHATTUCK, Ellis, OK
Built 1945 Load: 19.1 t ADT: 24
N1750
FairOver: WEST RED BLUFF CREEK
6.3W .3S OF ARNETT, Ellis, OK
Built 1946 Load: 19.1 t ADT: 63
2320C
FairOver: CREEK
2N 1W OF SHATTUCK, Ellis, OK
Built 1949 Load: 19.1 t ADT: 110
E0490
FairOver: SIX PONY CREEK
2N 1.9W OF SHATTUCK, Ellis, OK
Built 1958 Load: 19.1 t ADT: 105
2358C
FairOver: EIGHT MILE CREEK
7.6 MI N OF FARGO, Ellis, OK
Built 1959 Load: 19.1 t ADT: 100
2358C
FairOver: EIGHT MILE CREEK
7.4 MI N OF FARGO, Ellis, OK
Built 1959 Load: 19.1 t ADT: 100
FAS 2317
FairOver: WILLOW CREEK
4.3E OF SHATTUCK, Ellis, OK
Built 1967 Load: 19.1 t ADT: 160
E0690
FairOver: DRY CREEK
8.3W 8.5S .4W OF ARNETT, Ellis, OK
Built 1973 Load: 19.1 t ADT: 100
FAS 2310
FairOver: EIGHT MILE CREEK
7.N .9W OF FARGO, Ellis, OK
Built 1974 Load: 19.1 t ADT: 225
FAS 2306
FairOver: SIXTEEN MILE CREEK
2.3 N. OF FARGO, Ellis, OK
Built 1974 Load: 19.1 t ADT: 155
E0370
FairOver: TWENTYFIVE MILE CREEK
3N 2.4E OF SH15/US283, Ellis, OK
Built 1983 Load: 19.1 t ADT: 45
N1825
FairOver: LITTLE WOLF CREEK
3.4 MI S OF GAGE, Ellis, OK
Built 1983 Load: 19.1 t ADT: 100
N1730
FairOver: LITTLE ROBE CREEK
8.3W 11.2S OF ARNETT, Ellis, OK
Built 1983 Load: 19.1 t ADT: 30
N1950
FairOver: HACKBERRY CREEK
1E 5S 1E 9.5S OF HARMON, Ellis, OK
Built 1983 Load: 19.1 t ADT: 24
E0620
FairOver: RED BLUFF CREEK
.3W 1.4S 3.1W OF ARNETT, Ellis, OK
Built 1988 Load: 19.1 t ADT: 50
Showing 3,401-3,450 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 |