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
N3990
PoorOver: FISH CREEK
2. E 1.7 S OF US 60, Washington, OK
Built 1978 Load: 19.6 t ADT: 88
7439C
PoorOver: FISH CREEK
2. S 1.5 E OF US 60, Washington, OK
Built 1981 Load: 19.6 t ADT: 375
E0920
PoorOver: CREEK
4. N .4 E OF GEARY, Canadian, OK
Built 1991 Load: 19.7 t ADT: 100
6614C
PoorOver: RABB CREEK
5.5 MI W OF US 169, Rogers, OK
Built 1962 Load: 19.7 t ADT: 250
5608C
PoorOver: ADAMS CREEK
2.7NE OF SH 16, Okmulgee, OK
Built 1921 Load: 19.8 t ADT: 800
N4470
PoorOver: SHAWNEE CREEK
4.NE AT VINITA, Craig, OK
Built 1941 Load: 19.9 t ADT: 100
N3780
PoorOver: CREEK
3.5W 1.1S OF KELLYVILLE, Creek, OK
Built 1930 Load: 19.9 t ADT: 100
E0743
PoorOver: CREEK
1.9E 3.2S OF US 59, Adair, OK
Built 1938 Load: 20.0 t ADT: 50
E0780
PoorOver: NORTH CANADIAN RIVER
2.5 N 3.5 W WATONGA, Blaine, OK
Built 1950 Load: 20.0 t ADT: 100
E0650
PoorOver: SPRING CREEK
3.S 3.4W OF OKEENE, Blaine, OK
Built 1960 Load: 20.0 t ADT: 50
MAYNARD ROAD
PoorOver: CREEK
1. E 0.8 N OF MUSK CO.COR, Cherokee, OK
Built 1940 Load: 20.0 t ADT: 138
E0530
PoorOver: HOYLE CREEK
.6 MI W OF AMES, Major, OK
Built 1976 Load: 20.0 t ADT: 350
80TH ST.
PoorOver: CREEK
D0685, Payne, OK
Built 1967 Load: 20.0 t ADT: 100
6638C
PoorOver: CREEK
1.0 MI N OF US 169, Rogers, OK
Built 1941 Load: 20.0 t ADT: 100
E1380
PoorOver: CREEK
3.6 N & .3 E OF KONAWA, Seminole, OK
Built 1939 Load: 20.0 t ADT: 75
7430C
PoorOver: CREEK
15S.&4.6E.OF JCT US75&60, Washington, OK
Built 1940 Load: 20.0 t ADT: 219
N2390
PoorOver: CREEK
1.8N 1.E OF MOUNTAIN V, Washita, OK
Built 1987 Load: 20.0 t ADT: 25
IRR FAS 5622
PoorOver: DEEP FORK RIVER O'FLOW
5.9 N SH56, Okmulgee, OK
Built 1937 Load: 20.1 t ADT: 300
IRR E0060
PoorOver: ELM CREEK
E0060N4530001, Ottawa, OK
Built 1939 Load: 20.1 t ADT: 300
1802C
PoorOver: BRUSH CREEK
4.0 MI NE OF SH 10, Craig, OK
Built 1939 Load: 20.2 t ADT: 25
5318C
PoorOver: FORK CREEK
2.5 MI SW OF US 60, Nowata, OK
Built 1947 Load: 20.2 t ADT: 100
19TH ST.
PoorOver: COUNCIL CREEK
19TH ST\W. POINT RD .1E, Payne, OK
Built 1930 Load: 20.2 t ADT: 100
E0480
PoorOver: CREEK
1N.& 6E JCT US69 & SH20, Mayes, OK
Built 1938 Load: 20.3 t ADT: 50
FAS 4918
PoorOver: PRYOR CREEK
4.0S & 1.5W OF ADAIR, Mayes, OK
Built 1948 Load: 20.3 t ADT: 500
FAS 4918
PoorOver: PRYOR CREEK RELIEF
E0440N4320000, Mayes, OK
Built 1948 Load: 20.3 t ADT: 500
4936C
PoorOver: PRYOR CREEK
5 MI W & 1.1 MI N. ADAIR, Mayes, OK
Built 1964 Load: 20.5 t ADT: 120
N3520
PoorOver: CREEK
3W OF SH18 8.9 S KANSAS L, Osage, OK
Built 1940 Load: 20.5 t ADT: 50
MANARD RD.
PoorOver: MILL CREEK
1. E 0.2 N OF MUSK CO COR, Cherokee, OK
Built 1990 Load: 20.6 t ADT: 138
IRR E0140
PoorOver: CREEK
E0140N4550007, Ottawa, OK
Built 1939 Load: 20.6 t ADT: 100
IRR E1690
PoorOver: CREEK
4N&1.6E OF JCT I-44&SH36, Comanche, OK
Built 1965 Load: 20.7 t ADT: 100
N4300
PoorOver: CHOUTEAU CREEK
1.2 N & SW OF CHOUTEAU, Mayes, OK
Built 1982 Load: 20.7 t ADT: 100
E0850 (0150C)
PoorOver: CREEK
2S 4.4E OF STILWELL, Adair, OK
Built 1943 Load: 20.9 t ADT: 624
FAS 1608C
PoorOver: CREEK
4. N 2.3 W OF SH 49, Comanche, OK
Built 1925 Load: 20.9 t ADT: 578
1844C
PoorOver: SALT CREEK
2.0 MI S OF CENTRALIA, Craig, OK
Built 1946 Load: 20.9 t ADT: 50
2608C
PoorOver: CREEK
1.6 MI E AMBER, Grady, OK
Built 1940 Load: 20.9 t ADT: 537
E1320
PoorOver: CREEK
2.O MI W CHICKASHA, Grady, OK
Built 1987 Load: 20.9 t ADT: 100
E2050
PoorOver: CREEK
4.2W OF US81, Jefferson, OK
Built 1940 Load: 20.9 t ADT: 50
E1395
PoorOver: LITTLE CASTON CREEK
1.6 N; 4.5 W WISTER, Le Flore, OK
Built 1946 Load: 20.9 t ADT: 75
U.S. 271
PoorOver: FOURCHE MALINE CREEK
26 MI N PUSHMATAHA CO, Le Flore, OK
Built 1948 Load: 20.9 t ADT: 1,800
4090C
PoorOver: CREEK
3.0 N; 1.5 W WISTER, Le Flore, OK
Built 1950 Load: 20.9 t ADT: 70
N3150
PoorOver: CREEK
.2E .2S OF I-35/SH33, Logan, OK
Built 1950 Load: 20.9 t ADT: 150
N2500
PoorOver: DEEP CREEK
4.5S 4W .7S OF FAIRVIEW, Major, OK
Built 1940 Load: 20.9 t ADT: 100
N2990
PoorOver: WALNUT CREEK
.5E1.5S1W.9S OF BLANCHARD, McClain, OK
Built 1987 Load: 20.9 t ADT: 100
N4230
PoorOver: SHADY GROVE CREEK
.2N;2E OF CHECOTAH, McIntosh, OK
Built 1982 Load: 20.9 t ADT: 100
N COUNCIL RD.
PoorOver: CREEK
.1S OF NW 122ND ST, Oklahoma, OK
Built 1984 Load: 20.9 t ADT: 8,300
OAKGROVE RD
PoorOver: EUCHEE CREEK
OAKGROVE RD\80TH ST .7S, Payne, OK
Built 1948 Load: 20.9 t ADT: 81
N3320
PoorOver: POND CREEK
.9S 3.2W OF WANETTE, Pottawatomie, OK
Built 1921 Load: 20.9 t ADT: 50
IRR FAS 6415
PoorOver: CREEK
3.4 E. & 2.8 S OF ALBION, Pushmataha, OK
Built 1938 Load: 20.9 t ADT: 100
E0490(106TH.ST.N)
PoorOver: CREEK
106 ST N .3MI E. YALE, Tulsa, OK
Built 1940 Load: 20.9 t ADT: 100
E0100
PoorOver: BOGGY CREEK
11.9N .5E OF AVARD, Woods, OK
Built 1977 Load: 20.9 t ADT: 24
Showing 21,751-21,800 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 |