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
W JASPER ST
FairOver: ELM CREEK
0.6 MI E OF 145 E AVE), Tulsa, OK
Built 1930 Load: 9.1 t ADT: 5,730
E1240
FairOver: SPRING CREEK
2.S 1.5E OF COWDEN, Washita, OK
Built 1970 Load: 9.1 t ADT: 50
FAS 7514
FairOver: CAVALRY CREEK
12.5 MI N COWDEN, Washita, OK
Built 1980 Load: 9.1 t ADT: 50
N2430
FairOver: L EAGLE CHIEF CREEK TRIB
1W 4.3S OF JCT 64/281, Woods, OK
Built 1967 Load: 9.1 t ADT: 25
N3730
FairOver: MOSQUITO CREEK
1E 3.3S OF SH48/SH33, Creek, OK
Built 1935 Load: 9.2 t ADT: 100
IRR N2580
FairOver: CREEK
2. W 4.2 N OF SH 19, Caddo, OK
Built 1940 Load: 9.3 t ADT: 50
E0640
FairOver: SPRING CREEK
.2E 4.6S 1.1E OF MARSHALL, Logan, OK
Built 1960 Load: 9.3 t ADT: 100
E0590
FairOver: CREEK
1.7S & 5W OF CHOUTEAU, Mayes, OK
Built 1960 Load: 9.3 t ADT: 350
N4230
FairOver: CARR CREEK
.1S 3.5E OF ONAPA, McIntosh, OK
Built 1939 Load: 9.3 t ADT: 100
N4400
FairOver: CREEK
1.5S; 7E OF WARNER, Muskogee, OK
Built 1979 Load: 9.3 t ADT: 100
N3880
FairOver: CREEK
5.E 1.3S OF CREEK C/L, Okmulgee, OK
Built 1950 Load: 9.5 t ADT: 100
IRR 0836C
FairOver: CREEK
3W & 1S FORT COBB, Caddo, OK
Built 1965 Load: 9.7 t ADT: 581
D0567
FairOver: CREEK
1NW OF FLINT, Delaware, OK
Built 2003 Load: 9.7 t ADT: 50
SW 67TH ST.
FairOver: LIGHTNING CREEK
.2 E OF WESTERN, Oklahoma, OK
Built 1962 Load: 9.7 t ADT: 1,000
N4360
FairOver: WOLF CREEK
4.5E & 3.8N JCT US69;SH20, Mayes, OK
Built 1950 Load: 9.8 t ADT: 100
5166C
FairOver: DIRTY CREEK
.7 MI N OF US 64, Muskogee, OK
Built 1939 Load: 9.8 t ADT: 100
E1780
FairOver: CREEK
9.7E 4.S US81 SH7, Stephens, OK
Built 1950 Load: 9.8 t ADT: 100
N4480
FairOver: CREEK
3.5 N & 3.5 W OF TAHLEQUA, Cherokee, OK
Built 1989 Load: 9.9 t ADT: 100
N3906
FairOver: CREEK
3.6N 1.6W OF COUNTY LINE, Osage, OK
Built 2007 Load: 9.9 t ADT: 500
E0220
FairOver: CREEK
5.6W 1N OF YEWED, Alfalfa, OK
Built 1955 Load: 10.0 t ADT: 100
N1500
FairOver: SAND CREEK
11. E 1.8 N OF ELMWOOD, Beaver, OK
Built 1996 Load: 10.0 t ADT: 50
E2080
FairOver: CREEK
.5E of BENNINGTON, Bryan, OK
Built 1937 Load: 10.0 t ADT: 100
N2870
FairOver: CREEK
1.0 MI S OF SH 3, Canadian, OK
Built 1989 Load: 10.0 t ADT: 100
PARK 110
FairOver: CREEK
1.4 MI SE OF SUPT. HQ, Carter, OK
Built 1945 Load: 10.0 t ADT: 600
E0470
FairOver: CREEK
.3W 1.7S 1.2W OF FAIRMONT, Garfield, OK
Built 1961 Load: 10.0 t ADT: 30
E1430
FairOver: DRY CREEK
1.S 6.3E JCT US81 US277, Grady, OK
Built 1918 Load: 10.0 t ADT: 50
2632C
FairOver: CREEK
5.8N SH17 7.W US81, Grady, OK
Built 1935 Load: 10.0 t ADT: 36
N2860
FairOver: CREEK
1. W .4 S OF US 62, Grady, OK
Built 1989 Load: 10.0 t ADT: 50
N2900
FairOver: ROARING CREEK
8. E 5.8 N OF US 81, Grady, OK
Built 1991 Load: 10.0 t ADT: 50
E0010
FairOver: COOPER CREEK
.3N 1.7W OF MANCHESTER, Grant, OK
Built 1965 Load: 10.0 t ADT: 75
E0220
FairOver: COLDWATER CREEK
.3W 2N 5.5E OF NASH, Grant, OK
Built 1994 Load: 10.0 t ADT: 25
E0100
FairOver: SAND CREEK
2N .2W OF SAND CREEK, Grant, OK
Built 1996 Load: 10.0 t ADT: 24
E0130
FairOver: POND CREEK
4S 4.3E OF WAKITA, Grant, OK
Built 1996 Load: 10.0 t ADT: 24
E0120
FairOver: POND CREEK
.2S 1.4W OF CLYDE, Grant, OK
Built 1996 Load: 10.0 t ADT: 25
N2920
FairOver: POND CREEK
.2N.8W1.6N OF JEFFERSON, Grant, OK
Built 1997 Load: 10.0 t ADT: 24
E0270
FairOver: SAND CREEK
1.7E 3S 2.3E OF NASH, Grant, OK
Built 1996 Load: 10.0 t ADT: 24
E0150
FairOver: POND CREEK
4.8W 1S .9W OF SH11/SH81, Grant, OK
Built 1996 Load: 10.0 t ADT: 25
E0180
FairOver: CREEK
4S 3.9E OF MEDFORD, Grant, OK
Built 2011 Load: 10.0 t ADT: 24
E0030
FairOver: LODGEPOLE CREEK
12E OF WILLARD, Harper, OK
Built 1971 Load: 10.0 t ADT: 100
E1230
FairOver: CREEK
2 S .5 W OF DUSTIN, Hughes, OK
Built 2017 Load: 10.0 t ADT: 100
N2105
FairOver: CREEK
283 & 5 6.5 E 0.9 N, Jackson, OK
Built 1940 Load: 10.0 t ADT: 30
N3190
FairOver: STINK CREEK
1.5E 2.3N OF I-35/US60, Kay, OK
Built 1938 Load: 10.0 t ADT: 75
E0740
FairOver: CREEK
2.7S 10.2E OF DOVER, Kingfisher, OK
Built 1981 Load: 10.0 t ADT: 24
E1440
FairOver: SADDLE MOUNTAIN CREEK
MT VVIEW 11.O S 1.3 E, Kiowa, OK
Built 1994 Load: 10.0 t ADT: 100
N4662
FairOver: CREEK
2.9 W; 3.2 N US271/59, Le Flore, OK
Built 1974 Load: 10.0 t ADT: 24
E0980
FairOver: CREEK
.9E 1.2S 4.1E OF SPARKS, Lincoln, OK
Built 1930 Load: 10.0 t ADT: 100
N3540
FairOver: CREEK
3.8S 2.W .5S OF SH66/SH99, Lincoln, OK
Built 1943 Load: 10.0 t ADT: 100
E0870
FairOver: CREEK
3.2N .2W OF DAVENPORT, Lincoln, OK
Built 1984 Load: 10.0 t ADT: 100
D2361
FairOver: CREEK
5E 3S US281 & US412, Major, OK
Built 1983 Load: 10.0 t ADT: 100
6252C
FairOver: LIMESTONE CREEK
3.4 S & .1 E OF FITZHUGH, Pontotoc, OK
Built 1986 Load: 10.0 t ADT: 100
Showing 2,301-2,350 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 |