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. 60
FairOver: ELIZA CREEK
1.0 MI.W.WASH.CO.LN, Osage, OK
Built 1936 Load: 63.9 t ADT: 3,500
E1650
FairOver: CREEK
2N 1.8W S.H. 7/S.H. 65, Comanche, OK
Built 2007 Load: 64.3 t ADT: 100
U.S. 81
FairOver: CREEK
17.7 MI N SH17, Grady, OK
Built 1957 Load: 64.3 t ADT: 6,300
E0214
FairOver: CREEK
.1E OF U.S. 75, Washington, OK
Built 2007 Load: 64.3 t ADT: 500
E1875
FairOver: CREEK
.5N .7E JCT SH-53/US-177, Carter, OK
Built 2000 Load: 64.4 t ADT: 100
N3090
FairOver: CREEK
1E 3.4S JCT SH7/SH76, Carter, OK
Built 2002 Load: 64.4 t ADT: 50
S.H. 46
FairOver: CREEK
11.7 MI N SH15, Ellis, OK
Built 1918 Load: 64.4 t ADT: 170
E0340
FairOver: RED ROCK CREEK
3S 3.3E OF HUNTER, Garfield, OK
Built 2016 Load: 64.4 t ADT: 20
E0180
FairOver: CREEK
1S .7E PF US77/SH11E, Kay, OK
Built 2001 Load: 64.4 t ADT: 250
N2860
FairOver: LITTLE TURKEY CREEK
3.5S .5W .6S of HENNESSEY, Kingfisher, OK
Built 2016 Load: 64.4 t ADT: 50
E1050
FairOver: CREEK
3W 4S .2W OF WILZETTA, Lincoln, OK
Built 1991 Load: 64.4 t ADT: 100
N3190
FairOver: CREEK
.5E 7.8S OF JCT I-35/US77, Noble, OK
Built 2003 Load: 64.4 t ADT: 50
U.S. 60
FairOver: CREEK
1.9 MI E SH10, Ottawa, OK
Built 1948 Load: 64.4 t ADT: 6,400
N2270
FairOver: WHITEHORSE CREEK
5.9S OF TEGARDEN, Woods, OK
Built 2011 Load: 64.4 t ADT: 34
TURNER TP (I-44)
FairOver: CAMP CREEK
48.4 MI N E JCT I-35, Creek, OK
Built 1953 Load: 64.7 t ADT: 23,500
U.S. 62
FairOver: COAL CREEK
0.74 N JCT I-40, Okmulgee, OK
Built 1965 Load: 64.8 t ADT: 9,150
N2870
FairOver: CREEK
3E 1.1S OF UNION CITY, Canadian, OK
Built 2013 Load: 65.2 t ADT: 10
E2000
FairOver: PINE CREEK
.7 MI E SEVENMILE CORN, Bryan, OK
Built 1950 Load: 65.3 t ADT: 50
SW 104TH ST.
FairOver: CREEK
0.2 MI E OF COUNCIL, Cleveland, OK
Built 1990 Load: 65.3 t ADT: 500
E0450
FairOver: TURKEY CREEK
2S 1.2E of LAHOMA, Garfield, OK
Built 2018 Load: 65.3 t ADT: 100
E1840
FairOver: CREEK
.1 S & .2 W OF REAGAN, Johnston, OK
Built 1989 Load: 65.3 t ADT: 100
E1460
FairOver: TOMIKE CREEK
.5E 1.3S .3E OF ROSEDALE, McClain, OK
Built 2002 Load: 65.3 t ADT: 50
E0500
FairOver: CREEK
1N 3.8W OF I-35 & U.S.77, Noble, OK
Built 2008 Load: 65.3 t ADT: 25
N3020 (MAC ARTHUR)
FairOver: CREEK
.6S OF SW 29, Oklahoma, OK
Built 1975 Load: 65.3 t ADT: 10,625
128TH ST.
FairOver: CREEK
128TH ST & COTTNWD .1E, Payne, OK
Built 2004 Load: 65.3 t ADT: 50
S.H. 34
FairOver: CREEK
3.7 MI N WOODWARD CO, Harper, OK
Built 1954 Load: 65.4 t ADT: 420
U.S. 270
FairOver: CREEK
0.2 MI E JCT US 270B, Hughes, OK
Built 1962 Load: 65.4 t ADT: 3,800
E0860
FairOver: CHISHOLM CREEK
7S 3.5E OF SH33/SH74, Logan, OK
Built 1993 Load: 65.4 t ADT: 100
U.S. 270
FairOver: CREEK
1 MI E SH 56, Seminole, OK
Built 1962 Load: 65.4 t ADT: 5,400
I-40 WB
FairOver: SHOULDERS CREEK
11.47 E OKFUSKEE C/L, Okmulgee, OK
Built 1964 Load: 65.5 t ADT: 6,300
S.H. 19
FairOver: COOK CREEK
2.6 MI E JCT SH 58, Caddo, OK
Built 1955 Load: 65.6 t ADT: 440
N3150 (MIDWAY RD)
FairOver: CREEK
2E .6N OF WILSON, Carter, OK
Built 2016 Load: 65.6 t ADT: 100
S.H. 66
FairOver: CREEK
18.9 MI N JCT SH 48, Creek, OK
Built 1952 Load: 65.6 t ADT: 9,000
U.S. 75A
FairOver: ADAMS CREEK TRIB.
1.12 W JCT US-75, Okmulgee, OK
Built 1959 Load: 65.6 t ADT: 3,900
E1980 (TIMBER RD)
FairOver: CREEK
5.5W 2S OF I-35/US70W, Carter, OK
Built 2015 Load: 65.8 t ADT: 100
E0670
FairOver: CREEK
5S 1.8E OF SH51/SH74, Logan, OK
Built 1998 Load: 66.1 t ADT: 25
U.S. 270
FairOver: CREEK
7.6 MI.S. JCT. US64, Beaver, OK
Built 1932 Load: 66.2 t ADT: 1,600
E1410
FairOver: CREEK
.1 N & 2.3 E OF CALVIN, Hughes, OK
Built 1993 Load: 66.2 t ADT: 200
E0650
FairOver: SPRING CREEK
2.5S 6.4E OF HENNESEY, Kingfisher, OK
Built 2012 Load: 66.2 t ADT: 50
9TH ST. (E0720)
FairOver: ELM CREEK
9TH ST\ELM CREEK RD .4E, Payne, OK
Built 1920 Load: 66.2 t ADT: 100
LONE CHIMNEY
FairOver: OAK CREEK
LONECHMNY\FAIR GND.8E, Payne, OK
Built 1993 Load: 66.2 t ADT: 50
N2280
FairOver: WHITEHORSE CREEK BR.
4S 1E 2.1S OF TEGARDEN, Woods, OK
Built 1983 Load: 66.2 t ADT: 40
N2450
FairOver: SAND CREEK
1.3W 2.4N OF JCT 281/45, Woods, OK
Built 2007 Load: 66.2 t ADT: 24
N2370
FairOver: CREEK
12.6N OF AVARD, Woods, OK
Built 2016 Load: 66.2 t ADT: 75
N2370
FairOver: CREEK
12.8N OF AVARD, Woods, OK
Built 2016 Load: 66.2 t ADT: 75
N3150 (MIDWAY RD)
FairOver: CREEK
2S; 1E OF DILLAND, Carter, OK
Built 2010 Load: 66.7 t ADT: 178
E0690 CREEK
FairOver: CREEK
92ND ST & MAJOR RD .2E, Payne, OK
Built 2011 Load: 66.8 t ADT: 50
S.H. 100
FairOver: MIDDLE BR./JENKINS CREEK
3.1 MI.E.JCT.US59, Adair, OK
Built 1932 Load: 67.0 t ADT: 1,600
I-40 EB
FairOver: SHOULDERS CREEK TRIB
12.03 E OKFUSKEE C/L, Okmulgee, OK
Built 1964 Load: 67.0 t ADT: 6,200
N2730
FairOver: CREEK
2E 1.1N OF JET, Alfalfa, OK
Built 2016 Load: 67.1 t ADT: 100
Showing 11,901-11,950 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.