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
S.H. 53
FairOver: BIG BRANCH CREEK
5.5 MI E JCT US77, Carter, OK
Built 1975 Load: 26.3 t ADT: 3,300
1070C
FairOver: CREEK
3.1 W US77 & SH 53 E, Carter, OK
Built 1997 Load: 26.3 t ADT: 249
S.H. 10
FairOver: HANGING ROCK CREEK
0.9 MI N US62, Cherokee, OK
Built 1951 Load: 26.3 t ADT: 2,200
24TH AVE NE
FairOver: CREEK
.4S OF INDIAN HILLS RD, Cleveland, OK
Built 1992 Load: 26.3 t ADT: 464
E ROBINSON ST
FairOver: ROCK CREEK
0.3 E 36TH AVE NE, Cleveland, OK
Built 1940 Load: 26.3 t ADT: 3,812
W ROBINSON ST
FairOver: CREEK
0.3 E 60TH AVE NW, Cleveland, OK
Built 1984 Load: 26.3 t ADT: 2,994
S.H. 3
FairOver: LEADER CREEK
7.6 MI E PONTOTOC C/L, Coal, OK
Built 1977 Load: 26.3 t ADT: 2,600
N3720
FairOver: SANDY CREEK
6.2 N 2 E OF TUPELO, Coal, OK
Built 2010 Load: 26.3 t ADT: 50
IRR E1690
FairOver: BLUE BEAVER CREEK
5.2S 2.8E OF US62/SH115, Comanche, OK
Built 1992 Load: 26.3 t ADT: 100
S.H. 36
FairOver: CREEK
6.7 MI.W. JCT. US277, Comanche, OK
Built 1968 Load: 26.3 t ADT: 1,400
U.S. 70
FairOver: WHISKEY CREEK
2.9 W JEFFERSON C/L, Cotton, OK
Built 1938 Load: 26.3 t ADT: 1,200
S.H. 65
FairOver: CREEK
6.7 MI N JCT SH 53, Cotton, OK
Built 1962 Load: 26.3 t ADT: 620
I-44
FairOver: CREEK
5.3 N OK. TEXAS LINE, Cotton, OK
Built 1963 Load: 26.3 t ADT: 7,600
E0950
FairOver: CREEK
5.1E.;4.1N OF ARAPAHO, Custer, OK
Built 1950 Load: 26.3 t ADT: 25
N2410
FairOver: CREEK
4.0 MI N WEATHERFORD, Custer, OK
Built 1960 Load: 26.3 t ADT: 200
FAS 2003
FairOver: TURTLE CREEK
4.2E 1N OF ARAPAHO, Custer, OK
Built 1983 Load: 26.3 t ADT: 450
U.S. 60
FairOver: DEEP CREEK
2.1 MI W JCT U.S. 183, Dewey, OK
Built 1937 Load: 26.3 t ADT: 1,300
S.H. 15
FairOver: HEREFORD CREEK
4.3 MI E JCT SH 74, Garfield, OK
Built 1968 Load: 26.3 t ADT: 570
E0570
FairOver: SKELETON CREEK
.5S 7.3E OF BISON, Garfield, OK
Built 1972 Load: 26.3 t ADT: 100
E0390
FairOver: CREEK
4N .1W OF LAHOMA, Garfield, OK
Built 1998 Load: 26.3 t ADT: 100
N2810
FairOver: SAND CREEK
5.1E 1.8S OF LAHOMA, Garfield, OK
Built 2002 Load: 26.3 t ADT: 100
2684C
FairOver: CREEK
2.4 MI W MC CLAIN C/L, Grady, OK
Built 1982 Load: 26.3 t ADT: 271
N2790
FairOver: BUGGY CREEK
4.5W&1.8S;JCT US81&SH152, Grady, OK
Built 1995 Load: 26.3 t ADT: 100
E1420
FairOver: CREEK
1.5N OF U.S. 277, Grady, OK
Built 2009 Load: 26.3 t ADT: 200
E1490
FairOver: MIDDLE ROARING CREEK
3.5W; 4S OF ALEX, Grady, OK
Built 2009 Load: 26.3 t ADT: 187
N2750
FairOver: WASHITA RIVER O'FLOW
1N OF US62 IN VERDEN, Grady, OK
Built 2011 Load: 26.3 t ADT: 1,268
E1260
FairOver: SALT CREEK TRIB.
8.5S 1.3E OF US81/SH37, Grady, OK
Built 2015 Load: 26.3 t ADT: 50
E0180
FairOver: CREEK
4S 3.6E OF SH11/SH132, Grant, OK
Built 1936 Load: 26.3 t ADT: 41
N2950
FairOver: CREEK
.9W 6.5N OF MEDFORD, Grant, OK
Built 1987 Load: 26.3 t ADT: 24
E0080
FairOver: OSAGE CREEK
6N 3.5W OF US81/SH 11, Grant, OK
Built 1988 Load: 26.3 t ADT: 50
E0200
FairOver: COTTONWOOD CREEK
.2E .2N 6.9E OF JEFFERSON, Grant, OK
Built 1992 Load: 26.3 t ADT: 50
E0020
FairOver: CREEK
4.3W4.1N2.1W RENFROW, Grant, OK
Built 2006 Load: 26.3 t ADT: 50
E0150
FairOver: CREEK
1S.7W OF 11&83 JUNCTION, Grant, OK
Built 2006 Load: 26.3 t ADT: 200
N3090
FairOver: CREEK
1.1E 1.5N OF DEER CREEK, Grant, OK
Built 2011 Load: 26.3 t ADT: 24
S.H. 46
FairOver: CREEK
S JCT US 270, Harper, OK
Built 1962 Load: 26.3 t ADT: 200
FAS 3117
FairOver: FISH CREEK TRIB.
3N; 3.3E OF KINTA, Haskell, OK
Built 1940 Load: 26.3 t ADT: 100
E1200
FairOver: FISH CREEK
.2 N .8 E OF DUSTIN, Hughes, OK
Built 2020 Load: 26.3 t ADT: 100
S.H. 32
FairOver: RED CREEK
8.1 MI E JCT US81, Jefferson, OK
Built 1950 Load: 26.3 t ADT: 380
N3460
FairOver: CREEK
1.4 S & 1 W OF MILL CREEK, Johnston, OK
Built 2002 Load: 26.3 t ADT: 50
E0250
FairOver: CREEK
3S 2.4W OF US60/I-35, Kay, OK
Built 1925 Load: 26.3 t ADT: 72
U.S. 60
FairOver: BNSF R.R. & RD UND
US 60; 0.9W OF US77/177, Kay, OK
Built 1951 Load: 26.3 t ADT: 4,700
I-35
FairOver: CREEK
8.9 MI N NOBLE C/L, Kay, OK
Built 1959 Load: 26.3 t ADT: 15,700
3674C
FairOver: KAW LAKE
.5E WASHUNGA BAY, Kay, OK
Built 1965 Load: 26.3 t ADT: 135
N3210
FairOver: BITTER CREEK
.7E 2.1S OF SUMPTER, Kay, OK
Built 2013 Load: 26.3 t ADT: 25
N3180
FairOver: STINK CREEK
.4W 2.3S OF I-35 / SH 11, Kay, OK
Built 2015 Load: 26.3 t ADT: 25
E0660
FairOver: LITTLE TURKEY CREEK
3.5S .1W OF HENNESSEY, Kingfisher, OK
Built 1950 Load: 26.3 t ADT: 50
S.H. 51
FairOver: SPRING CREEK
9.6 MI E JCT US 81, Kingfisher, OK
Built 1951 Load: 26.3 t ADT: 1,800
N2950
FairOver: CREEK
8.5E 1.2N OF US8/SH51, Kingfisher, OK
Built 1980 Load: 26.3 t ADT: 85
E0600
FairOver: CREEK
2N 1.9E OF SH 51 & US 81, Kingfisher, OK
Built 1985 Load: 26.3 t ADT: 25
E0860
FairOver: WINTER CAMP CREEK
3N 6.3W OF OKARCHE, Kingfisher, OK
Built 2005 Load: 26.3 t ADT: 50
Showing 6,551-6,600 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.