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
E0200
FairOver: CREEK
1S 1.1W OF CHEROKEE, Alfalfa, OK
Built 2015 Load: 52.6 t ADT: 25
11TH STREET
FairOver: N. CANADIAN RIVER
1.5N. INT.MAIN ST. &11TH, Canadian, OK
Built 2008 Load: 52.6 t ADT: 3,200
E1950
FairOver: CREEK
6E 1N US70/US70A E, Carter, OK
Built 2002 Load: 52.6 t ADT: 450
E1880
FairOver: CREEK
1S .5E JCT SH76/SH53W, Carter, OK
Built 2003 Load: 52.6 t ADT: 100
E2090
FairOver: ROCK CREEK
2S 2W OF SAWYER, Choctaw, OK
Built 2007 Load: 52.6 t ADT: 70
S.H. 31B
FairOver: ELM CREEK
1.4 MI W OLNEY, Coal, OK
Built 1940 Load: 52.6 t ADT: 180
E0240
FairOver: ELM CREEK
2N OF VINITA, Craig, OK
Built 2016 Load: 52.6 t ADT: 200
E0370
FairOver: CREEK
5.5N 1.7W OF US64/SH74, Garfield, OK
Built 2002 Load: 52.6 t ADT: 25
E0010
FairOver: CREEK
.5N 2E OF MANCHESTER, Grant, OK
Built 2009 Load: 52.6 t ADT: 50
N1907 (MAPLE ST.
FairOver: CREEK
2BLKS E. 0.3N 64 & 183, Harper, OK
Built 1975 Load: 52.6 t ADT: 200
N3880
FairOver: CREEK
.2 N & .4 W OF STUART, Hughes, OK
Built 1993 Load: 52.6 t ADT: 100
3502C
FairOver: CREEK
1.7 W OF MILL CREEK, Johnston, OK
Built 1996 Load: 52.6 t ADT: 410
E0110
FairOver: CREEK
.7W 25.1E OF NEWKIRK, Kay, OK
Built 2006 Load: 52.6 t ADT: 100
N2850
FairOver: CREEK
.5E 3N OF US81/SH33, Kingfisher, OK
Built 2009 Load: 52.6 t ADT: 75
S.H. 54
FairOver: EAST OTTER CREEK
8.9 MI N U.S. 62, Kiowa, OK
Built 1941 Load: 52.6 t ADT: 460
N2640
FairOver: CREEK
3W 4.7N OF JCT SH58/US60, Major, OK
Built 2005 Load: 52.6 t ADT: 100
S.H. 20
FairOver: GRAND RIVER
1.0 MI W JCT SH 82, Mayes, OK
Built 1963 Load: 52.6 t ADT: 6,300
N4490 (4526C)
FairOver: WHITE OAK CREEK
3.5N 2E of VALLIANT, McCurtain, OK
Built 2019 Load: 52.6 t ADT: 700
MERIDIAN RD(N3230)
FairOver: CREEK
MERIDIAN RD& 92ND ST .5S, Payne, OK
Built 1993 Load: 52.6 t ADT: 100
19TH AVE
FairOver: BOOMER CREEK
1.1E 1S OF MAIN/S.H. 51, Payne, OK
Built 2010 Load: 52.6 t ADT: 638
E1250
FairOver: DANCE CREEK
.3 N OF BROOKSVILLE, Pottawatomie, OK
Built 1942 Load: 52.6 t ADT: 150
E0530 (66 ST. N)
FairOver: ELM CREEK
66 ST N .5MI E HWY 169, Tulsa, OK
Built 1992 Load: 52.6 t ADT: 100
N2090
FairOver: HACKBERRY CREEK
6W; 1.7S OF MUTUAL, Woodward, OK
Built 2007 Load: 52.6 t ADT: 100
E1480
FairOver: CREEK
2S 3.1N JCT US62/SH19, Caddo, OK
Built 2001 Load: 52.7 t ADT: 50
S.H. 15
FairOver: CREEK
8.8 MI E OF JCT US77, Noble, OK
Built 1950 Load: 52.7 t ADT: 740
N4440
FairOver: LOCUST CREEK
3.3S 3.2E OF VINITA, Craig, OK
Built 2006 Load: 52.8 t ADT: 100
E0700
FairOver: CREEK
8S 2.5E OF SH51/SH74, Logan, OK
Built 2001 Load: 52.8 t ADT: 100
E1700
FairOver: CREEK
3N 3.4W OF HENNEPIN, Garvin, OK
Built 2002 Load: 52.9 t ADT: 100
N4190
FairOver: DOG CREEK
1.9 MI S OF SH 20, Rogers, OK
Built 1939 Load: 52.9 t ADT: 375
VASSAR RD (N3220)
FairOver: CREEK
VASSAR RD & 104TH ST .2S, Payne, OK
Built 1998 Load: 53.0 t ADT: 25
E0280
FairOver: KEELER CREEK
8S.&2.9W OF JCT US75&US60, Washington, OK
Built 1997 Load: 53.0 t ADT: 100
U.S. 60
FairOver: CREEK
1.0 MI W ARNETT, Ellis, OK
Built 1937 Load: 53.1 t ADT: 1,800
S.H. 2
FairOver: MILLS CREEK
2.5 S JCT SH-31, Pittsburg, OK
Built 1957 Load: 53.1 t ADT: 1,200
IRR N2730
FairOver: CREEK
2. W 2.2 N OF US 62, Caddo, OK
Built 1998 Load: 53.2 t ADT: 100
N2878 (3 RD ST.)
FairOver: CREEK
.7S. OF WILLOW, Garfield, OK
Built 1960 Load: 53.3 t ADT: 100
1808C
FairOver: MUD CREEK
7.0 MI. NE OF WELCH, Craig, OK
Built 1992 Load: 53.4 t ADT: 50
U.S. 177
FairOver: CIMARRON RIVER
1.6S OF S.H. 33, Payne, OK
Built 2014 Load: 53.4 t ADT: 4,000
E0090
FairOver: BIG SANDY CREEK
3.9E 1S OF BYRON, Alfalfa, OK
Built 2015 Load: 53.5 t ADT: 100
E0370
FairOver: CREEK
2S 2.9W OF ALINE, Alfalfa, OK
Built 2015 Load: 53.5 t ADT: 50
E0020
FairOver: SALTY CREEK
4N .3W OF AMORITA, Alfalfa, OK
Built 2017 Load: 53.5 t ADT: 50
0432C
FairOver: COON CREEK
4.W 2.S .9W OF LOGAN, Beaver, OK
Built 1980 Load: 53.5 t ADT: 50
E1250
FairOver: TURKEY CREEK
2.2 E .5 S OF ERICK, Beckham, OK
Built 1983 Load: 53.5 t ADT: 50
N1700
FairOver: CREEK
4.5 MI W OF ERICK, Beckham, OK
Built 1970 Load: 53.5 t ADT: 25
IRR 0836C
FairOver: CEDAR CREEK
1.3E OF SH58, Caddo, OK
Built 2001 Load: 53.5 t ADT: 498
N3030
FairOver: CREEK
1.2W 4.5N OF GARBER, Garfield, OK
Built 2015 Load: 53.5 t ADT: 24
E1230
FairOver: CREEK
5.5S 2.8E JCT US81 SH37, Grady, OK
Built 1994 Load: 53.5 t ADT: 50
N3030
FairOver: CREEK
2.7E 2N OF RENFROW, Grant, OK
Built 2016 Load: 53.5 t ADT: 50
E1545 7TH STREET
FairOver: CREEK
7TH STREET & .7 W HUGHES, Jackson, OK
Built 1950 Load: 53.5 t ADT: 100
N2750
FairOver: CREEK
6W 4S OF US81/US70, Jefferson, OK
Built 2013 Load: 53.5 t ADT: 50
E0060
FairOver: CREEK
3N 2.8E OF NEWKIRK, Kay, OK
Built 2012 Load: 53.5 t ADT: 38
Showing 11,551-11,600 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.