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. 412 ALT.
FairOver: SALINE CREEK
5.4 MI E MAYES CO., Delaware, OK
Built 1953 Load: 32.7 t ADT: 2,600
U.S. 412 ALT.
FairOver: SPRING CREEK
1.5 MI W US59, Delaware, OK
Built 1953 Load: 32.7 t ADT: 3,100
2226C
FairOver: CREEK
4.2 E 2.5 N OF LEEDY, Dewey, OK
Built 1939 Load: 32.7 t ADT: 50
FAS 2224
FairOver: CREEK
1.0 S 4.5 E OF FONDA, Dewey, OK
Built 1953 Load: 32.7 t ADT: 150
S.H. 46
FairOver: CREEK
7.5 MI N US60, Ellis, OK
Built 1955 Load: 32.7 t ADT: 670
S.H. 46
FairOver: CREEK
6.0 MI N US60, Ellis, OK
Built 1956 Load: 32.7 t ADT: 670
S.H. 46
FairOver: CREEK
0.6 MI N SH15, Ellis, OK
Built 1960 Load: 32.7 t ADT: 330
N1890
FairOver: CREEK
14N 1W .4N OF FARGO, Ellis, OK
Built 2001 Load: 32.7 t ADT: 25
S.H. 15
FairOver: CREEK
5.5 MI E JCT SH 74, Garfield, OK
Built 1918 Load: 32.7 t ADT: 570
S.H. 15
FairOver: CREEK
1.5 MI E JCT SH 74, Garfield, OK
Built 1930 Load: 32.7 t ADT: 570
E0450
FairOver: CROW CREEK
2.5S 2.3W OF US64/SH74, Garfield, OK
Built 1927 Load: 32.7 t ADT: 50
E0540
FairOver: BITTER CREEK
.4W 2S 3.3W OF DOUGLAS, Garfield, OK
Built 1928 Load: 32.7 t ADT: 100
N3090
FairOver: CREEK
4.8E 1.7N OF GARBER, Garfield, OK
Built 1940 Load: 32.7 t ADT: 100
E0320
FairOver: CREEK
1.E 1.S OF HUNTER, Garfield, OK
Built 1940 Load: 32.7 t ADT: 24
E0380
FairOver: ELKHORN CREEK
4.5N 6.1E OF US64/SH74, Garfield, OK
Built 1942 Load: 32.7 t ADT: 100
2404CO
FairOver: SAND CREEK
.5S .2E OF HILLSDALE, Garfield, OK
Built 1945 Load: 32.7 t ADT: 325
E0430
FairOver: BLACK BEAR CREEK
.5S 4.9W OF US64/SH74, Garfield, OK
Built 1928 Load: 32.7 t ADT: 50
U.S. 60 / U.S. 64
FairOver: SKELETON CREEK
4 MI N JCT US 412, Garfield, OK
Built 1958 Load: 32.7 t ADT: 2,500
U.S. 60 / U.S. 64
FairOver: SKELETON CREEK
4 MI N JCT US 412, Garfield, OK
Built 1958 Load: 32.7 t ADT: 2,750
U.S. 60 / U.S. 412
FairOver: CREEK
10.6 MI E MAJOR C/L, Garfield, OK
Built 1960 Load: 32.7 t ADT: 20,800
U.S. 64 / U.S. 412
FairOver: CREEK
6.2 MI E JCT US 81, Garfield, OK
Built 1964 Load: 32.7 t ADT: 8,000
U.S. 60 / U.S. 64
FairOver: WILD HORSE CREEK
13.3 MI N JCT US 412, Garfield, OK
Built 1964 Load: 32.7 t ADT: 3,800
U.S. 60 / U.S. 412
FairOver: CREEK
5.2 MI E MAJOR C/L, Garfield, OK
Built 1967 Load: 32.7 t ADT: 9,200
U.S. 412
FairOver: CREEK
1.3 MI E JCT US81, Garfield, OK
Built 1975 Load: 32.7 t ADT: 12,800
U.S. 81
FairOver: CREEK
9.8 N KINGFISHER C/L, Garfield, OK
Built 1980 Load: 32.7 t ADT: 6,200
E0550
FairOver: 4-D CREEK
6S 2.9E OF COVINGTON, Garfield, OK
Built 1983 Load: 32.7 t ADT: 100
E0550
FairOver: BITTER CREEK
.4W 3S 3.2W OF DOUGLAS, Garfield, OK
Built 1983 Load: 32.7 t ADT: 100
N2940
FairOver: RED ROCK CREEK
3S 4.E OF KREMLIN, Garfield, OK
Built 1984 Load: 32.7 t ADT: 50
N3080
FairOver: CREEK
3.8E 3.2N OF GARBER, Garfield, OK
Built 1985 Load: 32.7 t ADT: 100
N2930
FairOver: CREEK
2.7E 3.7S OF KREMLIN, Garfield, OK
Built 1987 Load: 32.7 t ADT: 100
N2900
FairOver: CREEK
2.6N3.5E2.1N OF WAUKOMIS, Garfield, OK
Built 1987 Load: 32.7 t ADT: 175
E0460
FairOver: CREEK
.3W .7S 1.9W OF FAIRMONT, Garfield, OK
Built 1987 Load: 32.7 t ADT: 50
E0360
FairOver: RED ROCK CREEK
4S 5.2E OF KREMLIN, Garfield, OK
Built 1988 Load: 32.7 t ADT: 250
N3080
FairOver: CREEK
5S OF HAYWARD, Garfield, OK
Built 1994 Load: 32.7 t ADT: 50
E0530
FairOver: CREEK
2.5S; 3.7W OF HAYWARD, Garfield, OK
Built 2009 Load: 32.7 t ADT: 25
N2890
FairOver: CREEK
.4S 2.5E .3S OF WAUKAMIS, Garfield, OK
Built 2014 Load: 32.7 t ADT: 100
S.H. 74
FairOver: CREEK
0.9 MI N CARTER C/L, Garvin, OK
Built 1918 Load: 32.7 t ADT: 900
U.S. 77
FairOver: CREEK
0.5 MI N MURRAY C/L, Garvin, OK
Built 1924 Load: 32.7 t ADT: 3,300
E1550
FairOver: CREEK
.4 W .5 N OF WHITEBEAD, Garvin, OK
Built 1940 Load: 32.7 t ADT: 100
S.H. 19
FairOver: CREEK
WEST EDGE PAULSVALLEY, Garvin, OK
Built 1951 Load: 32.7 t ADT: 11,100
S.H. 29
FairOver: CREEK
4.2 MI E STEPHENS CO, Garvin, OK
Built 1953 Load: 32.7 t ADT: 1,600
S.H. 29
FairOver: CREEK
7.3 MI E JCT US 77, Garvin, OK
Built 1953 Load: 32.7 t ADT: 1,800
S.H. 76
FairOver: CREEK
4.8 MI N CARTER C/L, Garvin, OK
Built 1954 Load: 32.7 t ADT: 1,300
I-35
FairOver: CREEK
6.9 MI N MURRAY C/L, Garvin, OK
Built 1967 Load: 32.7 t ADT: 31,000
S.H. 19
FairOver: CREEK
12.4 MI. E. JCT US 77, Garvin, OK
Built 1937 Load: 32.7 t ADT: 2,200
U.S. 77 SD
FairOver: CREEK
10FT E US77; 3.14N SH29, Garvin, OK
Built 2010 Load: 32.7 t ADT: 500
S.H. 74
FairOver: CREEK
0.24 MI. N. CARTER C/L, Garvin, OK
Built 2013 Load: 32.7 t ADT: 900
N2800
FairOver: ROCK HOLLOW CREEK
4.9 E 1.6 S OF VERDEN, Grady, OK
Built 1925 Load: 32.7 t ADT: 50
U.S. 81
FairOver: LITTLE WASHITA RIVER
18.4 MI N STEPHENS C/L, Grady, OK
Built 1957 Load: 32.7 t ADT: 3,300
U.S. 81
FairOver: LITTLE WASHITA RIVER
18.4 MI N STEPHENS C/L, Grady, OK
Built 1957 Load: 32.7 t ADT: 3,300
Showing 8,301-8,350 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.