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. 270
FairOver: BNSF R.R. UNDER
1.1 MI E SH 48, Hughes, OK
Built 1962 Load: 31.8 t ADT: 2,000
3236C
FairOver: CREEK
4.3 N & 2.2 E OF LAMAR, Hughes, OK
Built 1983 Load: 31.8 t ADT: 265
3274C
FairOver: RANCH CREEK
3 N & 1.3 E OF HORNTOWN, Hughes, OK
Built 1998 Load: 31.8 t ADT: 100
N2110
FairOver: STINKING CREEK
1.5E; 1.5S OF HUMPHREYS, Jackson, OK
Built 1996 Load: 31.8 t ADT: 30
E1530
FairOver: CREEK
1.5W 1.2N OFBLAIR, Jackson, OK
Built 2005 Load: 31.8 t ADT: 50
U.S. 70
FairOver: EAST MUD LICK CREEK
21.4 MI E JCT US81, Jefferson, OK
Built 1974 Load: 31.8 t ADT: 1,600
3516C
FairOver: CREEK
.5 N & 1 E OF EMET, Johnston, OK
Built 1970 Load: 31.8 t ADT: 200
U.S. 77
FairOver: STRIKING CREEK
11.8 MI N JCT US 60, Kay, OK
Built 1956 Load: 31.8 t ADT: 8,800
E0150
FairOver: CREEK
.5S .7W OF NARDIN, Kay, OK
Built 1958 Load: 31.8 t ADT: 50
S.H. 11
FairOver: CHIKASKIA RIVER O'FLOW
0.5 MI E JCT US 177, Kay, OK
Built 1970 Load: 31.8 t ADT: 3,600
N3270
FairOver: DUCK CREEK
7W 1.5 S OF KILDARE, Kay, OK
Built 1984 Load: 31.8 t ADT: 50
E0030
FairOver: BITTER CREEK
2N .6W OF DILWORTH, Kay, OK
Built 2000 Load: 31.8 t ADT: 24
N3240
FairOver: CREEK
3E 1.3S OF SH11/US177, Kay, OK
Built 2000 Load: 31.8 t ADT: 25
E0040
FairOver: EAST BITTER CREEK
3S 5.9E OF KS SL / I-35, Kay, OK
Built 2011 Load: 31.8 t ADT: 25
N3380
FairOver: DEER CREEK
4E 2.7N OF NEWKIRK, Kay, OK
Built 2017 Load: 31.8 t ADT: 100
N2960
FairOver: FORMAN CREEK
1E 2.1S OF WANDELL, Kingfisher, OK
Built 1990 Load: 31.8 t ADT: 25
N2960
FairOver: COTTONWOOD CREEK
14E 1.9N OF OKARCHE, Kingfisher, OK
Built 1991 Load: 31.8 t ADT: 50
N2910
FairOver: CREEK
4.5E 2.4N OF HENNESSEY, Kingfisher, OK
Built 1996 Load: 31.8 t ADT: 75
N2720
FairOver: CREEK
1E 1.2S OF ALTONA, Kingfisher, OK
Built 1997 Load: 31.8 t ADT: 35
N2750
FairOver: CREEK
9.5W 1.5S OF KINGFISHER, Kingfisher, OK
Built 2004 Load: 31.8 t ADT: 24
IRR N2855
FairOver: CREEK
1E .2S OF US81/SH33, Kingfisher, OK
Built 2016 Load: 31.8 t ADT: 50
E1330
FairOver: CREEK
5N 5.3E OF HOBART, Kiowa, OK
Built 2000 Load: 31.8 t ADT: 100
S.H. 82
FairOver: LONG CREEK
2.26 NW LE FLORE C/L, Latimer, OK
Built 1958 Load: 31.8 t ADT: 540
IRR3914C CRAVENS R
FairOver: SPRING CREEK
3.5S 3W OF RED OAK, Latimer, OK
Built 2003 Load: 31.8 t ADT: 60
U.S. 62
FairOver: BRUSH CREEK
9.3 MI E OK C/L, Lincoln, OK
Built 1964 Load: 31.8 t ADT: 2,200
4122C
FairOver: OTOE CREEK
8. S .5 E OF TRYON, Lincoln, OK
Built 1994 Load: 31.8 t ADT: 225
N3520
FairOver: FOUR MILE CREEK
1.E 5.S OF AVERY, Lincoln, OK
Built 1997 Load: 31.8 t ADT: 100
E0770
FairOver: DUGOUT CREEK
6 W 2 N OF TRYON, Lincoln, OK
Built 1996 Load: 31.8 t ADT: 100
E0870
FairOver: FALL CREEK
6.1S 2.7E OF MERIDIAN, Logan, OK
Built 1982 Load: 31.8 t ADT: 50
N3125
FairOver: CREEK
2.7S .5W OF US77/SH33, Logan, OK
Built 1987 Load: 31.8 t ADT: 100
E0820
FairOver: CREEK
.1S 5W 1S .5E OF MERIDIAN, Logan, OK
Built 1996 Load: 31.8 t ADT: 50
I-35 NB
FairOver: S. BRANCH HICKORY CREEK
6.6 MI N JCT SH32, Love, OK
Built 1965 Load: 31.8 t ADT: 13,400
I-35 SB
FairOver: S. BRANCH HICKORY CREEK
6.6 MI N JCT SH32, Love, OK
Built 1965 Load: 31.8 t ADT: 13,450
4302C
FairOver: CREEK
7.4 W 6.5 N OF SH 89, Love, OK
Built 1982 Load: 31.8 t ADT: 76
E2075
FairOver: HICKORY CREEK
1.8 MI E OF US 77, Love, OK
Built 1982 Load: 31.8 t ADT: 100
E2050
FairOver: HICKORY CREEK
0.3 MI W OF US 77, Love, OK
Built 1984 Load: 31.8 t ADT: 100
E2030
FairOver: NORTH SIMON CREEK
1.2 E 9. N OF SH76 & 32, Love, OK
Built 1995 Load: 31.8 t ADT: 80
E0420
FairOver: INDIAN CREEK
1.9N .2W OF RINGWOOD, Major, OK
Built 1984 Load: 31.8 t ADT: 100
E0360
FairOver: MAIN CREEK
5N .7 W OF US281/412, Major, OK
Built 1987 Load: 31.8 t ADT: 230
N2660
FairOver: DEEP CREEK
.4S 4.3E 2.1S OF ISABELLA, Major, OK
Built 1988 Load: 31.8 t ADT: 100
E0500
FairOver: INDIAN CREEK
6.1S 2.9 W OF RINGWOOD, Major, OK
Built 1991 Load: 31.8 t ADT: 150
E0450
FairOver: ELM CREEK
3E 2S OF MENO, Major, OK
Built 1993 Load: 31.8 t ADT: 100
E0480
FairOver: CREEK
3.5N 6.3W OF FAIRVIEW, Major, OK
Built 2002 Load: 31.8 t ADT: 24
N3210
FairOver: CREEK
1.6E 1.6N OF SH59/US77, McClain, OK
Built 2004 Load: 31.8 t ADT: 100
U.S. 259
FairOver: EAGLE FORK CREEK
11.9 E-N JCT SH-144, McCurtain, OK
Built 1960 Load: 31.8 t ADT: 1,600
I-35 NB
FairOver: COLBERT CREEK
9.2 MI N CARTER C/L, Murray, OK
Built 1969 Load: 31.8 t ADT: 15,150
S.H. 7
FairOver: GARRISON CREEK
5.8 MI NE MURRAY C/L, Murray, OK
Built 1993 Load: 31.8 t ADT: 3,000
E1780
FairOver: BUCKHORN CREEK
2.5 N .3 E OF DRAKE, Murray, OK
Built 1997 Load: 31.8 t ADT: 24
N3160
FairOver: BLACK BEAR CREEK
2.5W 4.5N OF I-35/US77, Noble, OK
Built 1981 Load: 31.8 t ADT: 50
N3130
FairOver: RED ROCK CREEK
2.5S 1E OF BILLINGS, Noble, OK
Built 2009 Load: 31.8 t ADT: 50
Showing 7,901-7,950 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.