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
U.S. 169
FairOver: LHAIKEY CREEK&BIKE PATH
1.3 MI E TURNPIKE, Tulsa, OK
Built 1990 Load: 38.9 t ADT: 43,750
N2660
FairOver: TURKEY CREEK
.9S OF HELENA, Alfalfa, OK
Built 2012 Load: 39.0 t ADT: 100
E0380
FairOver: INDIAN CREEK
5S .1E OF HELENA, Alfalfa, OK
Built 2017 Load: 39.0 t ADT: 24
N2650
FairOver: CREEK
1W 1.4S OF HELENA, Alfalfa, OK
Built 2017 Load: 39.0 t ADT: 24
N2650
FairOver: CREEK
1W .5S OF HELENA, Alfalfa, OK
Built 2017 Load: 39.0 t ADT: 24
N2720
FairOver: WAGON CREEK
3S 1E .25N OF JET, Alfalfa, OK
Built 2017 Load: 39.0 t ADT: 24
U.S. 270
FairOver: WEST CAMP CREEK
4.4 MI.W. HARPER CL, Beaver, OK
Built 1987 Load: 39.0 t ADT: 2,000
U.S. 270
FairOver: EAST CAMP CREEK
3.9 MI.W. HARPER CL, Beaver, OK
Built 1987 Load: 39.0 t ADT: 2,000
U.S. 270
FairOver: CREEK
7.2 MI.E. JCT. SH23, Beaver, OK
Built 1988 Load: 39.0 t ADT: 2,200
N3920
FairOver: SULPHUR CREEK
2.7S OF BENNINGTON, Bryan, OK
Built 1937 Load: 39.0 t ADT: 100
E2260
FairOver: PEPPER CREEK
2.4 S 1.2 E OF KEMP, Bryan, OK
Built 1997 Load: 39.0 t ADT: 100
S.H. 8
FairOver: CREEK
6 MI S US62 IN ANADARK, Caddo, OK
Built 1939 Load: 39.0 t ADT: 2,200
S.H. 9
FairOver: WASHITA RIVER
4 MI E KIOWA C/L, Caddo, OK
Built 1986 Load: 39.0 t ADT: 1,600
U.S. 281
FairOver: HONEY CREEK
5.8 N SH152 IN BINGER, Caddo, OK
Built 2002 Load: 39.0 t ADT: 2,000
U.S. 281
FairOver: SUGAR CREEK O'FLOW
6 N SH152 IN BINGER, Caddo, OK
Built 2002 Load: 39.0 t ADT: 2,000
N2520
FairOver: CREEK
4E 8.5N OF S.H. 152, Caddo, OK
Built 2001 Load: 39.0 t ADT: 50
IRR N2510
FairOver: CREEK
5E 5.7S SH152, Caddo, OK
Built 2002 Load: 39.0 t ADT: 50
IRR E1230
FairOver: SUGAR CREEK
7E OF ALBERT, Caddo, OK
Built 2022 Load: 39.0 t ADT: 100
E1860
FairOver: CREEK
1S 2.1W JCT. US-177/SH-53, Carter, OK
Built 2001 Load: 39.0 t ADT: 100
E1890
FairOver: WALNUT CREEK
2S .3W JCT SH76/53W, Carter, OK
Built 2003 Load: 39.0 t ADT: 100
E1915
FairOver: RED BRANCH CREEK
6.5W 4.5N OF US70/I-35, Carter, OK
Built 2003 Load: 39.0 t ADT: 50
E2070
FairOver: DRY POINTER CREEK
1. S 1.8 E OF BOSWELL, Choctaw, OK
Built 1987 Load: 39.0 t ADT: 50
U.S. 287
FairOver: CREEK
17.73 MI. N. JCT. US64, Cimarron, OK
Built 1935 Load: 39.0 t ADT: 2,000
LEWIS RD
FairOver: WILLOW CREEK
0.1 E 84TH AVE SE, Cleveland, OK
Built 1925 Load: 39.0 t ADT: 100
E. CATALPA ST.
FairOver: CREEK
0.2 E S MAIN ST, Cleveland, OK
Built 1995 Load: 39.0 t ADT: 100
FAU 7720 ('F' AVE)
FairOver: NUMU CREEK
.2E of F AVE, Comanche, OK
Built 1983 Load: 39.0 t ADT: 2,630
IRR 1692C
FairOver: WOLF CREEK
1N&1.5E OF JCT I44&SH36, Comanche, OK
Built 1997 Load: 39.0 t ADT: 150
S.H. 5
FairOver: CREEK
2.6 MI W JCT SH 65, Cotton, OK
Built 1989 Load: 39.0 t ADT: 1,200
E0520
FairOver: WILLOW CREEK
1S 3.7E OF SHATTUCK, Ellis, OK
Built 2006 Load: 39.0 t ADT: 24
N2810
FairOver: CREEK
.3E4.7S2E.8S OF DRUMMOND, Garfield, OK
Built 1997 Load: 39.0 t ADT: 50
E0370
FairOver: CREEK
5.5 N 3.2 W OF US 64/SH74, Garfield, OK
Built 2005 Load: 39.0 t ADT: 100
E0340
FairOver: CREEK
3S 2.3E OF HUNTER, Garfield, OK
Built 2016 Load: 39.0 t ADT: 100
N3000
FairOver: BLACK BEAR CREEK
4W .7S OF US64 / SH74, Garfield, OK
Built 2018 Load: 39.0 t ADT: 100
I-35
FairOver: RED BRANCH CREEK
1 MI N JCT SH 29, Garvin, OK
Built 1968 Load: 39.0 t ADT: 16,050
S.H. 19
FairOver: SPRING BROOK CREEK
1.3 MI E JCT US 177, Garvin, OK
Built 1972 Load: 39.0 t ADT: 4,900
U.S. 277
FairOver: EAST BILL CREEK
3.6 MI E CADDO CO, Grady, OK
Built 1972 Load: 39.0 t ADT: 1,700
E1470
FairOver: CREEK
1.7S & 5.4W JCT SH19/19C, Grady, OK
Built 1994 Load: 39.0 t ADT: 100
2606C
FairOver: CREEK
6. S .2 E OF TUTTLE, Grady, OK
Built 1998 Load: 39.0 t ADT: 213
E0040
FairOver: POND CREEK
4.6E 5N .1E OF WAKITA, Grant, OK
Built 2010 Load: 39.0 t ADT: 24
N3080
FairOver: DRY CREEK
.1E 2.3N OF DEER CREEK, Grant, OK
Built 2011 Load: 39.0 t ADT: 24
N3080
FairOver: ANTELOPE CREEK
.2E 1.9S OF DEER CREEK, Grant, OK
Built 2012 Load: 39.0 t ADT: 24
N2810
FairOver: CREEK
1E .6S OF HAWLEY, Grant, OK
Built 2014 Load: 39.0 t ADT: 24
S.H. 82
FairOver: SANS BOIS CREEK
4.1 N JCT SH-31, Haskell, OK
Built 1978 Load: 39.0 t ADT: 590
3246C
FairOver: BIRD CREEK
2.9 E OF SPAULDING, Hughes, OK
Built 1995 Load: 39.0 t ADT: 300
E2040
FairOver: CLEAR CREEK
.9E OF S.H. 89, Jefferson, OK
Built 2011 Load: 39.0 t ADT: 50
E1900
FairOver: SANDY CREEK
1.6N & 2.2E OF TISHOMINGO, Johnston, OK
Built 1988 Load: 39.0 t ADT: 100
E0260
FairOver: CREEK
4S 5.9W OF US60/I-35, Kay, OK
Built 1987 Load: 39.0 t ADT: 72
I-35
FairOver: CHIKASKIA RIVER
6.7 MI N JCT SH-11, Kay, OK
Built 2003 Load: 39.0 t ADT: 7,600
I-35
FairOver: CHIKASKIA RIVER
6.7 MI N JCT SH-11, Kay, OK
Built 2003 Load: 39.0 t ADT: 7,500
E0250
FairOver: COWSKIN CREEK
2.5S 1.4W JCT US60/SH156, Kay, OK
Built 2009 Load: 39.0 t ADT: 100
Showing 10,301-10,350 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.