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
N3080
FairOver: CREEK
2W 2.2N JCT. US-70/SH-76, Carter, OK
Built 2001 Load: 55.3 t ADT: 25
E1610
FairOver: ROCK CREEK
4 W & 5 N OF TUPELO, Coal, OK
Built 2000 Load: 55.3 t ADT: 75
E0580
FairOver: CREEK
5S 1E 2S 1.3E OF HAYWARD, Garfield, OK
Built 2005 Load: 55.3 t ADT: 100
E0130
FairOver: CREEK
2W 1N OF US81/SH11, Grant, OK
Built 1994 Load: 55.3 t ADT: 100
N3110
FairOver: CREEK
.3N 5.2E .4N OF LAMONT, Grant, OK
Built 2014 Load: 55.3 t ADT: 24
E0050
FairOver: CREEK
2.8W 2S 0.3W WILLARD, Harper, OK
Built 2009 Load: 55.3 t ADT: 100
E0050
FairOver: CREEK
6N; 3/4E OF 183/64 JCT, Harper, OK
Built 2010 Load: 55.3 t ADT: 24
N3360
FairOver: WOLF CREEK
2.2E 2.S OF NEWKIRK, Kay, OK
Built 2006 Load: 55.3 t ADT: 100
E0800
FairOver: CREEK
3.5E 1S .5E OF OMEGA, Kingfisher, OK
Built 2015 Load: 55.3 t ADT: 50
N2298
FairOver: CREEK
1E 2.9S OF US281 & US412, Major, OK
Built 1997 Load: 55.3 t ADT: 100
E1650
FairOver: CREEK
0.5 MI S OF WYNNEWOOD, Murray, OK
Built 1965 Load: 55.3 t ADT: 100
N3160
FairOver: HACKBERRY CREEK
2.5W 2.7N OF I35/CM TPK, Noble, OK
Built 1940 Load: 55.3 t ADT: 50
UNION RD. (N3390)
FairOver: LITTLE STILLWATER CREEK
RICHMOND\UNION RD.7S, Payne, OK
Built 1997 Load: 55.3 t ADT: 75
E0650(61 ST.S.)
FairOver: CREEK
61ST S.3W OF 81ST W AVE, Tulsa, OK
Built 1977 Load: 55.3 t ADT: 1,513
S.H. 58
FairOver: CREEK
0.9 MI. S. KIOWA CL, Comanche, OK
Built 1962 Load: 55.4 t ADT: 1,200
N3947 (4TH)
FairOver: COAL CREEK
.2S OF I-40 AT HENRYETTA, Okmulgee, OK
Built 2013 Load: 55.4 t ADT: 1,325
U.S. 69
FairOver: CREEK
3.2 N JCT SH 63, Pittsburg, OK
Built 1956 Load: 55.4 t ADT: 16,600
N2920
FairOver: CREEK
RICHLAND & N OF 164TH ST, Canadian, OK
Built 2000 Load: 55.6 t ADT: 100
S.H. 20
FairOver: CREEK
1.2 MI E US59, Delaware, OK
Built 1955 Load: 55.7 t ADT: 2,300
I-35
FairOver: CREEK
7 MI N OKLA. C/L, Logan, OK
Built 1959 Load: 55.7 t ADT: 33,500
S.H. 70E
FairOver: RICE CREEK
20.47 E JCT SH-78, Bryan, OK
Built 1958 Load: 55.8 t ADT: 360
S.H. 199
FairOver: CREEK
9.8 MI E JCT US77, Carter, OK
Built 1959 Load: 55.8 t ADT: 5,300
E0250
FairOver: CREEK
2.N 3.6E OF ELMWOOD, Beaver, OK
Built 1989 Load: 56.2 t ADT: 50
E1120 (20 ST.)
FairOver: WEST ELK CREEK
20TH & RANDALE, Beckham, OK
Built 1982 Load: 56.2 t ADT: 1,500
E1920
FairOver: CREEK
4N 7.7E JCT SH76/US70, Carter, OK
Built 2002 Load: 56.2 t ADT: 50
E2010 (1086C)
FairOver: CREEK
1.2E 1S JCT US70/SH77, Carter, OK
Built 2006 Load: 56.2 t ADT: 236
1850C
FairOver: CREEK
1.5 MI S OF WHITE OAK, Craig, OK
Built 1984 Load: 56.2 t ADT: 100
E1000
FairOver: CREEK
3N 4.8E OF WEATHERFORD, Custer, OK
Built 2009 Load: 56.2 t ADT: 40
N2770
FairOver: ROCK HOLLOW CREEK
.9S OF US62&5.3W OF US81, Grady, OK
Built 1989 Load: 56.2 t ADT: 50
E1260
FairOver: CREEK
8.5 S 5.6 W JCT US81, Grady, OK
Built 2000 Load: 56.2 t ADT: 75
E0070
FairOver: CREEK
5.8N 1.7E DOLBY SPRGS PK, Harper, OK
Built 2009 Load: 56.2 t ADT: 24
E1245
FairOver: FISH CREEK
1.9 S & 2 E OF WETUMKA, Hughes, OK
Built 1938 Load: 56.2 t ADT: 100
3518C
FairOver: CREEK
1.5 N OF MANNSVILLE, Johnston, OK
Built 1991 Load: 56.2 t ADT: 340
E0190
FairOver: EAST CATTLE CREEK
3.5N .5E OF US60/SH156, Kay, OK
Built 1997 Load: 56.2 t ADT: 75
IRR E0270
FairOver: CREEK
5S; 1W OF US60/I-35, Kay, OK
Built 2011 Load: 56.2 t ADT: 100
IRR N3400
FairOver: CREEK
6.2E 4.6N OF NEWKIRK, Kay, OK
Built 2023 Load: 56.2 t ADT: 150
E0780
FairOver: CREEK
1.N .2 E OF SH105 / US177, Lincoln, OK
Built 1999 Load: 56.2 t ADT: 100
N3150
FairOver: CREEK
1.5E 1.5N OF I-35/SEWARD, Logan, OK
Built 2004 Load: 56.2 t ADT: 100
E1440
FairOver: SECOND CREEK
2.6W OF STEALY, McClain, OK
Built 2001 Load: 56.2 t ADT: 100
E0380
FairOver: HACKBERRY CREEK
1.7E 1S OF CERES, Noble, OK
Built 1997 Load: 56.2 t ADT: 25
I-40 EB
FairOver: WOLF CREEK
9.80 E OKFUSKEE C/L, Okmulgee, OK
Built 1964 Load: 56.2 t ADT: 6,200
GRANDSTAFF
FairOver: CABIN CREEK
.1E; OF STILES, Payne, OK
Built 2014 Load: 56.2 t ADT: 100
E0810
FairOver: CREEK
2S .6W OF SH33/SH74, Logan, OK
Built 1990 Load: 56.3 t ADT: 100
NE 16TH ST
FairOver: POND CREEK
1.0 N; 0.4 E NEWCASTLE, McClain, OK
Built 2013 Load: 56.4 t ADT: 100
S.H. 99
FairOver: CREEK
8.2 MI. N. JCT. US60, Osage, OK
Built 1933 Load: 56.4 t ADT: 500
U.S. 177
FairOver: LONG BRANCH CREEK
0.8 MI S NOBLE C/L, Payne, OK
Built 1988 Load: 56.5 t ADT: 6,200
IRR E1800
FairOver: CREEK
2.4W OF US81 / 3N OF SH53, Stephens, OK
Built 2002 Load: 56.7 t ADT: 100
U.S. 64
FairOver: LITTLE SKIN CREEK
1.4 W JCT US-64B, Sequoyah, OK
Built 1951 Load: 57.0 t ADT: 3,500
CNTRY CLB LN.(N330
FairOver: WALNUT CREEK
CTRY CLB LN&140TH INTRS, Payne, OK
Built 1990 Load: 57.1 t ADT: 24
N2530
FairOver: CREEK
6W .5N OF INGERSOL, Alfalfa, OK
Built 1995 Load: 57.2 t ADT: 50
Showing 11,651-11,700 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.