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
4034C
GoodOver: CREEK
.1W OF REICHERT, Le Flore, OK
Built 2016 Load: 19.1 t ADT: 575
E1570
GoodOver: BUZZARD CREEK
3.0 E; 0.9 S TALIHINA, Le Flore, OK
Built 2012 Load: 19.1 t ADT: 100
E1570
GoodOver: LITTLE BUZZARD CREEK
1.0 S; 2.7 E TALIHINA, Le Flore, OK
Built 2012 Load: 19.1 t ADT: 100
IRR FAS 4033
GoodOver: CREEK
.2E OF ZAFRA, Le Flore, OK
Built 2014 Load: 19.1 t ADT: 100
IRR FAS 4033
GoodOver: CREEK
.2E OF ZAFRA, Le Flore, OK
Built 2015 Load: 19.1 t ADT: 100
D1595
GoodOver: BOHANNON CREEK
2W OF WHITESBORO, Le Flore, OK
Built 2015 Load: 19.1 t ADT: 24
N4800 (4068C)
GoodOver: CREEK
.5N OF CAMERON, Le Flore, OK
Built 1968 Load: 19.1 t ADT: 600
N4737 OLD PIKE RD
GoodOver: CREEK
1N of HEAVENER, Le Flore, OK
Built 2017 Load: 19.1 t ADT: 300
E1470
GoodOver: CREEK
.14N 2.6E SH173 SH156, Le Flore, OK
Built 2021 Load: 19.1 t ADT: 660
E1470
GoodOver: CREEK
.14N 1.9E JCT SH173 SH156, Le Flore, OK
Built 2021 Load: 19.1 t ADT: 660
E1470
GoodOver: CREEK
.14N 1.8E SH173 SH156, Le Flore, OK
Built 2021 Load: 19.1 t ADT: 660
E1470
GoodOver: CREEK
.14N 4.9E JC SH173 SH156, Le Flore, OK
Built 2021 Load: 19.1 t ADT: 660
E1470
GoodOver: CREEK
.14N & 4.9E JCT SH-173, Le Flore, OK
Built 2021 Load: 19.1 t ADT: 660
N4750
GoodOver: NAIL CREEK
2.4 W OF CAMERON, Le Flore, OK
Built 2021 Load: 19.1 t ADT: 50
N4570
GoodOver: COAL CREEK
1.6N 1E OF FANSHAWE, Le Flore, OK
Built 2011 Load: 19.1 t ADT: 100
E0940
GoodOver: CREEK
.1 W 2.8 N .1W OF SPARKS, Lincoln, OK
Built 1930 Load: 19.1 t ADT: 100
4166C
GoodOver: CREEK
2.N OF DAVENPORT, Lincoln, OK
Built 1941 Load: 19.1 t ADT: 175
E0890
GoodOver: BELLCALF CREEK
.4 N 1 W OF I-44 & SH 18, Lincoln, OK
Built 1941 Load: 19.1 t ADT: 100
N3330
GoodOver: CREEK
.5 W .6 S OF WELLSTON, Lincoln, OK
Built 1945 Load: 19.1 t ADT: 100
E0910
GoodOver: CREEK
1N .1E OF SH66 & US177, Lincoln, OK
Built 1989 Load: 19.1 t ADT: 100
D0823 (LAKE ROAD)
GoodOver: GUTHRIE LAKE
2.5E 1.5N OF SEWARD, Logan, OK
Built 1980 Load: 19.1 t ADT: 100
FAS 4721
GoodOver: ELM CREEK
.5S 4.1W OF FAIRVIEW, Major, OK
Built 1938 Load: 19.1 t ADT: 100
E0490
GoodOver: ELM CREEK
2.5N 2.3W OF FAIRVIEW, Major, OK
Built 1940 Load: 19.1 t ADT: 105
N2350
GoodOver: EAST GRIEVER CREEK
.3S OF PHROSO, Major, OK
Built 1949 Load: 19.1 t ADT: 75
FAS 4725
GoodOver: COTTONWOOD CREEK
2.5N 5.7 W OF FAIRVIEW, Major, OK
Built 1975 Load: 19.1 t ADT: 100
4726C
GoodOver: ELM CREEK
.1E 3.S 3.4E OF MENO, Major, OK
Built 1982 Load: 19.1 t ADT: 100
N2640
GoodOver: DEEP CREEK
.4S 2.3E 2.9S OF ISABELLA, Major, OK
Built 2003 Load: 19.1 t ADT: 50
E2000
GoodOver: CREEK
1 E & 1.5 N OF MADILL, Marshall, OK
Built 1936 Load: 19.1 t ADT: 100
E2030 SPARLIN RD.
GoodOver: CREEK
2.8 W 1.S LITTLE CITY, Marshall, OK
Built 1936 Load: 19.1 t ADT: 25
4802C JAGGER RD
GoodOver: CREEK
3 E.& 2.5 N. OF MADILL, Marshall, OK
Built 1937 Load: 19.1 t ADT: 100
4810C
GoodOver: CREEK
.3E OF POWELL, Marshall, OK
Built 1937 Load: 19.1 t ADT: 100
D3540
GoodOver: CREEK
4.5 E & 4.5 N OF MADILL, Marshall, OK
Built 1938 Load: 19.1 t ADT: 100
D3540
GoodOver: BELL CREEK
4.0E & 4.0 N OF MADILL, Marshall, OK
Built 1938 Load: 19.1 t ADT: 100
4804C LINN RD.
GoodOver: CREEK
3.4 MI W OF LINN, Marshall, OK
Built 1949 Load: 19.1 t ADT: 100
4810C
GoodOver: CREEK
0.2 MI E OF POWELL, Marshall, OK
Built 1981 Load: 19.1 t ADT: 100
4804C
GoodOver: ROCK CREEK
0.7 W 2. N LITTLE CITY, Marshall, OK
Built 1982 Load: 19.1 t ADT: 100
4832C ENOS RD
GoodOver: SANDY CREEK
1.3 E 1.0 S OF SHAY, Marshall, OK
Built 1982 Load: 19.1 t ADT: 200
E2010
GoodOver: CREEK
3.7 E. & .5 N. OF MADILL, Marshall, OK
Built 1986 Load: 19.1 t ADT: 100
4804C
GoodOver: CREEK
3.5E & 1.5N OF MADILL, Marshall, OK
Built 1987 Load: 19.1 t ADT: 100
IRR N3395
GoodOver: WOLF CREEK
3.0 W 4.6 N OF TYLER, Marshall, OK
Built 1990 Load: 19.1 t ADT: 100
E2050 ARCHARD RD
GoodOver: CREEK
2.0 W 3. N OF KINGSTON, Marshall, OK
Built 1991 Load: 19.1 t ADT: 100
IRR 4820C
GoodOver: CREEK
1.0 S 1.0 W MC MILLAN, Marshall, OK
Built 1992 Load: 19.1 t ADT: 100
4808C PARISH RD.
GoodOver: CREEK
3.2 MI S LITTLE CITY, Marshall, OK
Built 1997 Load: 19.1 t ADT: 80
E2050
GoodOver: BRIAR CREEK
5.3W 3N .7W OF KINGSTON, Marshall, OK
Built 2000 Load: 19.1 t ADT: 75
E1975
GoodOver: CREEK
4N 1W OF MCMILLAN, Marshall, OK
Built 1940 Load: 19.1 t ADT: 100
N3490 (S. 5TH AVE)
GoodOver: CREEK
.1S OF JCT S.H. 99/5TH ST, Marshall, OK
Built 2011 Load: 19.1 t ADT: 100
E2030 W. SMILEY RD
GoodOver: CREEK
.8W OF U.S. 70 ON SMILEY, Marshall, OK
Built 2011 Load: 19.1 t ADT: 100
E2030
GoodOver: CREEK
4W 1.5S of MADILL, Marshall, OK
Built 2021 Load: 19.1 t ADT: 75
4550C
GoodOver: WHITE OAK CREEK
2.5 N VALLIANT, McCurtain, OK
Built 1997 Load: 19.1 t ADT: 1,400
4574C
GoodOver: CREEK
1.6 S HAWORTH, McCurtain, OK
Built 1937 Load: 19.1 t ADT: 250
Showing 12,951-13,000 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.