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
0870C
FairOver: COBB CREEK
2.9 MI N FORT COBB, Caddo, OK
Built 1960 Load: 20.9 t ADT: 748
N2640
FairOver: WILDCAT CREEK
1.3 W 1.2 S OF US 281, Caddo, OK
Built 1990 Load: 20.9 t ADT: 50
E1010
FairOver: CREEK
3.3 S 4.5 W CALUMET, Canadian, OK
Built 1987 Load: 20.9 t ADT: 100
S.H. 4 (MUSTANG RD
FairOver: S. CANADIAN RIVER
4.5S S.H. 152, Canadian, OK
Built 2001 Load: 20.9 t ADT: 4,600
S.H. 4 (MUSTANG RD
FairOver: S. CANADIAN RIVER
4.5S S.H. 152, Canadian, OK
Built 2001 Load: 20.9 t ADT: 5,200
POPLAR AVE.
FairOver: CREEK
.8E OF 11TH STREET, Canadian, OK
Built 1990 Load: 20.9 t ADT: 100
3RD STREET
FairOver: CREEK
.1S OF POPLAR AVENUE, Canadian, OK
Built 1970 Load: 20.9 t ADT: 100
I-35 SB
FairOver: CADDO CREEK
4.2 MI N JCT SH 142, Carter, OK
Built 1965 Load: 20.9 t ADT: 15,600
N3100
FairOver: BLAIR BRANCH
1E&.7N OF JCTSH76 & SH53E, Carter, OK
Built 1993 Load: 20.9 t ADT: 50
E1760
FairOver: CREEK
1 N & 3.7 E JCT SH 7 & 76, Carter, OK
Built 1997 Load: 20.9 t ADT: 100
S.H. 10
FairOver: BLACK FOX CREEK
19.4 MI N US62, Cherokee, OK
Built 1972 Load: 20.9 t ADT: 1,400
N2690
FairOver: CREEK
1E&.9N OF JCT SH7&SH65, Comanche, OK
Built 1965 Load: 20.9 t ADT: 100
FAS 1696C
FairOver: CREEK
2S&3.6E OF JCT I-44&SH36, Comanche, OK
Built 1981 Load: 20.9 t ADT: 281
E1512
FairOver: CREEK
4E 2.8N JCT US277/HE.BAIL, Comanche, OK
Built 2001 Load: 20.9 t ADT: 200
N1770
FairOver: CREEK
4.3W .8N OF ARNETT, Ellis, OK
Built 1989 Load: 20.9 t ADT: 100
E0620
FairOver: W. RED BLUFF CREEK BR.
11S .7E OF SHATTUCK, Ellis, OK
Built 1994 Load: 20.9 t ADT: 50
N2760
FairOver: CREEK
11.2N OF LAHOMA, Garfield, OK
Built 1928 Load: 20.9 t ADT: 100
N3080
FairOver: BLACK BEAR CREEK
4E 2S OF SH74/US64, Garfield, OK
Built 1957 Load: 20.9 t ADT: 50
E0550
FairOver: OTTER CREEK
.6E 3S 2.6E OF DOUGLAS, Garfield, OK
Built 1970 Load: 20.9 t ADT: 50
E0550
FairOver: SKELETON CREEK
1.5N 7.4E OF BISON, Garfield, OK
Built 1983 Load: 20.9 t ADT: 100
E1280
FairOver: CREEK
5N OF US62 4.3W OF US 81, Grady, OK
Built 1910 Load: 20.9 t ADT: 50
E1380
FairOver: BITTER CREEK
5.2E 1.4N JCT US81 SH19, Grady, OK
Built 1992 Load: 20.9 t ADT: 100
N2800
FairOver: CREEK
3.2 S .2 E OF FARWELL, Grady, OK
Built 1989 Load: 20.9 t ADT: 50
N2930
FairOver: ROARING CREEK
11.E 5.9N JCT US81 & SH19, Grady, OK
Built 1989 Load: 20.9 t ADT: 100
E1170
FairOver: BUGGY CREEK
2E 5N OF JCT US81/SH37, Grady, OK
Built 2012 Load: 20.9 t ADT: 50
E0040
FairOver: CREEK
2.7S 3.6W OF MANCHESTER, Grant, OK
Built 1992 Load: 20.9 t ADT: 24
E0230
FairOver: CREEK
2BLKSW OF US60/US81, Grant, OK
Built 1975 Load: 20.9 t ADT: 25
E0240
FairOver: SPRING CREEK
3S 1.6E OF LAVERNE, Harper, OK
Built 1980 Load: 20.9 t ADT: 24
N1830
FairOver: CREEK
1.W 3.9N OF SH46 & US64, Harper, OK
Built 1992 Load: 20.9 t ADT: 100
3232C
FairOver: SAND CREEK
3.9 S & .1 E OF ATWOOD, Hughes, OK
Built 1935 Load: 20.9 t ADT: 450
N3766
FairOver: LITTLE SANDY CREEK
.7N 1.2W OF GERTY, Hughes, OK
Built 2016 Load: 20.9 t ADT: 50
E1770
FairOver: CREEK
1.5S & 0.5E OF ELDORADO, Jackson, OK
Built 1997 Load: 20.9 t ADT: 100
3502C
FairOver: SPRING CREEK
1S & 4.7W OF CONNERVILLE, Johnston, OK
Built 1982 Load: 20.9 t ADT: 120
U.S. 60
FairOver: DUCK CREEK
3.3 MI E US 177, Kay, OK
Built 1973 Load: 20.9 t ADT: 3,400
U.S. 60
FairOver: DUCK CREEK
3.3 MI E US 177, Kay, OK
Built 1973 Load: 20.9 t ADT: 3,400
E0280
FairOver: CREEK
1.N 2.1W OF THREE SANDS, Kay, OK
Built 1999 Load: 20.9 t ADT: 50
N2750
FairOver: COOPER CREEK
1E 1.3S OF LOYAL, Kingfisher, OK
Built 1982 Load: 20.9 t ADT: 25
N2880
FairOver: CLEAR CREEK
6E 2.7N OF OKARCHE, Kingfisher, OK
Built 1984 Load: 20.9 t ADT: 60
N2840
FairOver: LOU ANNA CREEK
.5W 1.2N OF US-81/SH-33, Kingfisher, OK
Built 2001 Load: 20.9 t ADT: 150
3934C
FairOver: CREEK
4.0 E & 1.5 N OF LODI, Latimer, OK
Built 1998 Load: 20.9 t ADT: 75
N4800
FairOver: RIDDLE CREEK
2.6 E 2.3 S CAMERON, Le Flore, OK
Built 1924 Load: 20.9 t ADT: 50
D1550
FairOver: BLACK FORK CREEK
1.1 N 0.7 E STAPP, Le Flore, OK
Built 1935 Load: 20.9 t ADT: 24
S.H. 63
FairOver: WOODS CREEK
10.24 E JCT US-271, Le Flore, OK
Built 1947 Load: 20.9 t ADT: 1,100
N4590
FairOver: CREEK
1.7 S; 0.5 E SUMMERFIELD, Le Flore, OK
Built 1950 Load: 20.9 t ADT: 50
D1500
FairOver: CREEK
6.3 N; 1.8 E TALIHINA, Le Flore, OK
Built 1968 Load: 20.9 t ADT: 50
N3230
FairOver: BEAR CREEK
.3S OF MERIDIAN, Logan, OK
Built 2001 Load: 20.9 t ADT: 100
N2544 PARK LANE
FairOver: CREEK
.3S .4E OF FAIRVIEW, Major, OK
Built 1980 Load: 20.9 t ADT: 100
E0490
FairOver: SKUNK CREEK
4.5W 4S .4W OF ORIENTA, Major, OK
Built 2005 Load: 20.9 t ADT: 100
S.H. 70A
FairOver: CREEK
3.03 SE JCT US-70, Marshall, OK
Built 1932 Load: 20.9 t ADT: 1,300
E1220
FairOver: SHELL CREEK
3N;1.8E OF HANNA, McIntosh, OK
Built 1989 Load: 20.9 t ADT: 50
Showing 5,151-5,200 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.
| Publisher | Kiznis Studio |
| Sources | FHWA National Bridge Inventory, public U.S. government datasets |