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
IRR N4670
Structurally DeficientOver: SYCAMORE CREEK
N4685E0150007, Ottawa, OK
Built 1985 Load: 40.2 t ADT: 100
E0330
Structurally DeficientOver: LITTLE PRYOR CREEK
0.4 MI E OF N4300, Rogers, OK
Built 1940 Load: 40.6 t ADT: 100
E0590
Structurally DeficientOver: CREEK
3N 1.2W JCT SH51/SH99, Creek, OK
Built 2006 Load: 40.7 t ADT: 100
E1180
Structurally DeficientOver: WILLOW CREEK
5.3 W BINGER, Caddo, OK
Built 1985 Load: 41.5 t ADT: 50
N2598 (29TH ST.)
Structurally DeficientOver: WRATTAN CREEK
2.5N OF LEE .2 ON 29TH, Comanche, OK
Built 1984 Load: 41.7 t ADT: 100
E1060
Structurally DeficientOver: CREEK
1. W 3.5 S US 270/I-40, Canadian, OK
Built 1975 Load: 42.5 t ADT: 100
N4180
Structurally DeficientOver: CREEK
1.4 MI NW OF CHILDERS, Nowata, OK
Built 1992 Load: 44.1 t ADT: 100
POST RD.
Structurally DeficientOver: DEEP FORK CREEK
0.2 SOUTH OF SH 66, Oklahoma, OK
Built 1979 Load: 44.2 t ADT: 500
6304C
Structurally DeficientOver: CREEK
2 N & 1.7 W OF JOHNSON, Pottawatomie, OK
Built 1993 Load: 44.5 t ADT: 1,030
6374C
Structurally DeficientOver: CREEK
.5 S & .2 W OF WANETTE, Pottawatomie, OK
Built 1995 Load: 44.5 t ADT: 250
BRYANT AVE.
Structurally DeficientOver: N FORK OF LITTLE RIVER
0.7 S NE 12TH ST, Cleveland, OK
Built 2001 Load: 44.7 t ADT: 25
E0330 (2116C)
Structurally DeficientOver: WHITE WATER CREEK
4.5SE OF GROVE, Delaware, OK
Built 1982 Load: 44.7 t ADT: 100
E1240
Structurally DeficientOver: STINKING CREEK
8S .1E JCT S.H. 37/SH 152, Caddo, OK
Built 2005 Load: 44.9 t ADT: 96
E1020 (NE 63RD ST)
Structurally DeficientOver: CREEK
E OF NE 63 ST & HENNEY RD, Oklahoma, OK
Built 1965 Load: 46.3 t ADT: 100
E0040
Structurally DeficientOver: DRIFTWOOD CREEK BR.
4.N JCT SH11/US281, Woods, OK
Built 1989 Load: 48.1 t ADT: 24
E0190
Structurally DeficientOver: CREEK
3.5N 1.9E OF HOPETON, Woods, OK
Built 1976 Load: 48.1 t ADT: 24
4932C
Structurally DeficientOver: CREEK
5.S & 1.5W JCT US412&SH82, Mayes, OK
Built 1965 Load: 48.2 t ADT: 225
FAU 3961 (BANNER R
Structurally DeficientOver: CREEK
2.5 MI N OF BANNER, Canadian, OK
Built 1960 Load: 49.4 t ADT: 200
3236C
Structurally DeficientOver: CREEK
5 N & 2.2 E OF LAMAR, Hughes, OK
Built 1934 Load: 49.9 t ADT: 260
N3805
Structurally DeficientOver: CREEK
4.5S 1W OF KELLYVILLE, Creek, OK
Built 1962 Load: 51.4 t ADT: 200
E0230
Structurally DeficientOver: OOLOGAH LAKE TRIB.
.8E OF US 169, Nowata, OK
Built 2020 Load: 52.8 t ADT: 100
FAU 1949 (10 TH)
Structurally DeficientOver: COAL CREEK
0.1 MI S OF I-40, Okmulgee, OK
Built 1950 Load: 54.2 t ADT: 2,000
N3320
Structurally DeficientOver: CREEK
2.6 N.;3.0 E WYNNEWOOD, Garvin, OK
Built 1984 Load: 55.3 t ADT: 100
E0765
Structurally DeficientOver: CREEK
3.5E 2.5S OF KELLYVILLE, Creek, OK
Built 2005 Load: 55.4 t ADT: 200
E1780
Structurally DeficientOver: CREEK
9. N 1.4 E OF SH 53-SH5, Cotton, OK
Built 1952 Load: 72.8 t ADT: 100
FAS 6625
Structurally DeficientOver: CREEK
2.4 MI E OF US 169, Rogers, OK
Built 1959 Load: 90.7 t ADT: 100
E0770
Structurally DeficientOver: MOUNTAIN CREEK
3S 1E OF KELLYVILLE, Creek, OK
Built 1997 Load: 99.9 t ADT: 100
E0900
Structurally DeficientOver: EAST FORK SANDY CREEK
.4E OF NEWBY, Creek, OK
Built 2011 Load: 99.9 t ADT: 100
IRR E0125
Structurally DeficientOver: MODOCK CREEK
.4E of CR N4670, Ottawa, OK
Built 2021 Load: 99.9 t ADT: 100
JAMESTOWN AVE.
Structurally DeficientOver: VENSEL CREEK
9950 S. JAMESTOWN AVE., Tulsa, OK
Built 1979 Load: 99.9 t ADT: 200
98TH ST. S.
Structurally DeficientOver: VENSEL CREEK
3800 E. 98TH ST., Tulsa, OK
Built 1979 Load: 99.9 t ADT: 200
N3950
Structurally DeficientOver: NORTH FORK CREEK
1S OF OCHELATA, Washington, OK
Built 1950 Load: 99.9 t ADT: 100
E0120
Structurally DeficientOver: REDHORSE CREEK
2N 6.1E OF CAMP HOUSTON, Woods, OK
Built 1938 Load: 99.9 t ADT: 24
Showing 22,701-22,733 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 |