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
N2370
FairOver: CREEK
7W 1.2S OF US64/US281S, Woods, OK
Built 1938 Load: 33.6 t ADT: 75
E0100
FairOver: CREEK
1.8S 2.2W OF CAPRON, Woods, OK
Built 2000 Load: 33.6 t ADT: 20
E0190
FairOver: CREEK
4.5 S & 4.4 E ALVA, Woods, OK
Built 2006 Load: 33.6 t ADT: 24
N2480
FairOver: SAND CREEK
4E 1.2N OF US281/SH45, Woods, OK
Built 2008 Load: 33.6 t ADT: 40
E0250
FairOver: CREEK
.8W OF US281, Woods, OK
Built 2014 Load: 33.6 t ADT: 60
E1270
FairOver: CREEK
7. N 1.5 W OF US 60, Caddo, OK
Built 1982 Load: 33.7 t ADT: 50
E1110
FairOver: CREEK
3N .1E OF LOOKEBA, Caddo, OK
Built 2009 Load: 33.7 t ADT: 100
E1090
FairOver: CREEK
3.N 4.9W UNION CITY, Canadian, OK
Built 1927 Load: 33.7 t ADT: 100
I-35
FairOver: LITTLE RIVER
4.2 MI S JCT SH37, Cleveland, OK
Built 1951 Load: 33.7 t ADT: 80,500
I-44
FairOver: CREEK
1.2 MI.NE.JCT.US281B, Comanche, OK
Built 1964 Load: 33.7 t ADT: 7,000
S.H. 5 A
FairOver: CREEK
2.2 MI E JCT US 277, Cotton, OK
Built 1960 Load: 33.7 t ADT: 300
S.H. 2
FairOver: CREEK
6.8 N JCT US 60, Craig, OK
Built 1930 Load: 33.7 t ADT: 2,000
U.S. 60
FairOver: LIGHTNING CREEK
3 MI E NOWATA C/L, Craig, OK
Built 1939 Load: 33.7 t ADT: 2,000
IRR 1818C
FairOver: LITTLE CABIN CREEK
7.5NW OF VINITA, Craig, OK
Built 1999 Load: 33.7 t ADT: 116
E0720 (TEEL RD.)
FairOver: BIVEN CREEK
1.7S 1.1W OF SAPULPA, Creek, OK
Built 1982 Load: 33.7 t ADT: 100
E0760
FairOver: POLECAT CREEK
3W 2S .9W OF KIEFER, Creek, OK
Built 1995 Load: 33.7 t ADT: 400
U.S. 70
FairOver: CREEK
13.7 MI E JCT US81, Jefferson, OK
Built 1932 Load: 33.7 t ADT: 1,200
S.H. 28
FairOver: CREEK
2.1 MI E JCT US 69, Mayes, OK
Built 1954 Load: 33.7 t ADT: 4,800
4948C
FairOver: CRUTCHFIELD BRANCH
3.0 W OF LOCUST GROVE, Mayes, OK
Built 1984 Load: 33.7 t ADT: 910
NE 36TH ST (E1040)
FairOver: CRUTCHO CREEK
1.4 MI E OF N SOONER ROAD, Oklahoma, OK
Built 1972 Load: 33.7 t ADT: 7,000
FAU 3237 (J.M.DAVI
FairOver: CAT CREEK
0.1 MI N-W SH 66, Rogers, OK
Built 1950 Load: 33.7 t ADT: 7,500
E0500
FairOver: CREEK
1S OF SH20/1.3W OF US66, Rogers, OK
Built 2001 Load: 33.7 t ADT: 100
S.H. 99A
FairOver: JONES CREEK
0.6 MI W JCT SH 56, Seminole, OK
Built 1931 Load: 33.7 t ADT: 960
S.H. 64B
FairOver: CREEK
0.49 N JCT I-40, Sequoyah, OK
Built 1965 Load: 33.7 t ADT: 3,500
N2790
FairOver: HELL CREEK
3. W .5 N OF US 81, Stephens, OK
Built 1987 Load: 33.7 t ADT: 409
N2990
FairOver: CREEK
4W 3N OF SH53, Stephens, OK
Built 2001 Load: 33.7 t ADT: 50
U.S. 75 SB
FairOver: CANEY RIVER O'FLOW
5.9 MI S JCT US 60, Washington, OK
Built 1986 Load: 33.7 t ADT: 6,950
U.S. 75 NB
FairOver: CANEY RIVER O'FLOW
5.9 MI S US 60, Washington, OK
Built 1987 Load: 33.7 t ADT: 7,250
E0300
FairOver: NORTH FORK CREEK
10S 1.8W JCT US70/US60E, Washington, OK
Built 2003 Load: 33.7 t ADT: 100
E1150
FairOver: SUGAR CREEK
1.0 M S LOOKEBA, Caddo, OK
Built 1940 Load: 33.8 t ADT: 100
E1350
FairOver: CREEK
1. S .6 W OF US 62, Caddo, OK
Built 1984 Load: 33.8 t ADT: 600
N2740
FairOver: CREEK
1E & 1.5N OF COGAR, Caddo, OK
Built 2004 Load: 33.8 t ADT: 50
N4730
FairOver: SAGER CREEK
2. NE WEST SILOAM SPRI, Delaware, OK
Built 1987 Load: 33.8 t ADT: 100
S.H. 31
FairOver: SANS CREEK
3.2 W JCT SH-31/SH-82, Haskell, OK
Built 1961 Load: 33.8 t ADT: 1,400
I-35
FairOver: CREEK
13.9 MI N NOBLE C/L, Kay, OK
Built 1960 Load: 33.8 t ADT: 15,500
N4260
FairOver: DRIVER CREEK
8.5NW OF 69 AND 28, Mayes, OK
Built 1999 Load: 33.8 t ADT: 200
E1460
FairOver: CREEK
2S .1W OF STEALY, McClain, OK
Built 2006 Load: 33.8 t ADT: 100
E1330
FairOver: CREEK
.5E 3.5S 1.1E BLANCHARD, McClain, OK
Built 2009 Load: 33.8 t ADT: 100
CIMARRON TP
FairOver: EAST CAMP CREEK
4.5 MIS E GLENCOE, Payne, OK
Built 1973 Load: 33.8 t ADT: 8,800
S.H. 3
FairOver: ROCK CREEK
11.45 E JCT US-271, Pushmataha, OK
Built 1940 Load: 33.8 t ADT: 2,800
S.H. 8
FairOver: CREEK
3.8 MI.S.KANSAS LINE, Alfalfa, OK
Built 1958 Load: 33.9 t ADT: 770
RICHLAND RD.
FairOver: CREEK
.5S OF RENO ON RICHLAND, Canadian, OK
Built 2000 Load: 33.9 t ADT: 30
E1060 (NW 10)
FairOver: SHELL CREEK
.4E CIMARRON RD./NW10, Canadian, OK
Built 2003 Load: 33.9 t ADT: 500
S.H. 63
FairOver: CREEK
5.12 W JCT US-259, Le Flore, OK
Built 1954 Load: 33.9 t ADT: 590
S.H. 37
FairOver: BOKCHITO CREEK
9.4 N-E TX S/L, McCurtain, OK
Built 1955 Load: 33.9 t ADT: 2,100
I-240 FRONTAGE RD.
FairOver: CRUTCHO CREEK
3.7 MI E JCT I-35, Oklahoma, OK
Built 1950 Load: 33.9 t ADT: 1,000
U.S. 177
FairOver: STILLWATER CREEK
1.2 MI S JCT SH 51, Payne, OK
Built 1982 Load: 33.9 t ADT: 11,700
U.S. 270 OFF RAMP
FairOver: CREEK
7.0 MI S JCT SH 3, Pottawatomie, OK
Built 1961 Load: 33.9 t ADT: 500
S.H. 20
FairOver: DOG CREEK
1.2 MI E JCT SH 66, Rogers, OK
Built 1960 Load: 33.9 t ADT: 12,600
N2860
FairOver: CREEK
4.E 2.9S OF OKARCHE, Canadian, OK
Built 1987 Load: 34.0 t ADT: 100
Showing 9,301-9,350 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.