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
E0250
FairOver: EAST CLAY CREEK
1S 9.3W OF JET, Alfalfa, OK
Built 1937 Load: 24.5 t ADT: 100
E0350
FairOver: TURKEY CREEK
2S 1.9W OF GOLTRY, Alfalfa, OK
Built 1967 Load: 24.5 t ADT: 100
E0290
FairOver: WAGON CREEK TRIB.
4N OF GOLTRY, Alfalfa, OK
Built 2002 Load: 24.5 t ADT: 24
E0260
FairOver: TWIN SPRINGS CREEK
2S 2.4W OF JET, Alfalfa, OK
Built 2002 Load: 24.5 t ADT: 24
E0140
FairOver: CREEK
1N; 1.5W OF INGERSOL, Alfalfa, OK
Built 2007 Load: 24.5 t ADT: 100
E0320
FairOver: SPRING CREEK
2S .2E OF SH 45, Alfalfa, OK
Built 2009 Load: 24.5 t ADT: 100
E0250
FairOver: TWIN SPRINGS CREEK
1S 1.8W OF JET, Alfalfa, OK
Built 2011 Load: 24.5 t ADT: 100
N1590
FairOver: INDIAN CREEK
3.W 5.5S OF SLAPOUT, Beaver, OK
Built 1969 Load: 24.5 t ADT: 100
0418C
FairOver: DUCK POND CREEK
9. N 13.3 E OF ELMWOOD, Beaver, OK
Built 1972 Load: 24.5 t ADT: 100
FAS 0401
FairOver: CAMP CREEK
4E 1N 10.4E OF CLEAR LAKE, Beaver, OK
Built 1975 Load: 24.5 t ADT: 100
E0260
FairOver: CREEK
1N .4W OF ELMWOOD, Beaver, OK
Built 1996 Load: 24.5 t ADT: 25
E1210
FairOver: LITTLE TURKEY CREEK
3.5 N .7 W OF ERICK, Beckham, OK
Built 1974 Load: 24.5 t ADT: 25
N1690 (0524C)
FairOver: CREEK
1.5 E 6.7 N OF TEXOLA, Beckham, OK
Built 1977 Load: 24.5 t ADT: 50
E1220
FairOver: TURKEY CREEK
3. S 4.9 W OF SAYRE, Beckham, OK
Built 1977 Load: 24.5 t ADT: 25
N2690
FairOver: CREEK
3. S 11.5 E OF WATONGA, Blaine, OK
Built 1985 Load: 24.5 t ADT: 30
E0680
FairOver: CREEK
6.S 3.5E OF OKEENE, Blaine, OK
Built 1991 Load: 24.5 t ADT: 100
U.S. 281
FairOver: WHITE BREAD CREEK
11.0 N US62 ANADARKO, Caddo, OK
Built 1960 Load: 24.5 t ADT: 1,800
IRR 0838C
FairOver: CREEK
1.5 MI E FORT COBB, Caddo, OK
Built 1964 Load: 24.5 t ADT: 375
N2840
FairOver: FOURMILE CREEK
1E 3.4N JCT I-40/US81, Canadian, OK
Built 1980 Load: 24.5 t ADT: 200
E0869 DOJORO RD.
FairOver: PETTIT CREEK
3S OF KEYS, Cherokee, OK
Built 1997 Load: 24.5 t ADT: 50
S.H. 43
FairOver: MUDDY BOGGY CREEK
1.6 MI E US75, Coal, OK
Built 1956 Load: 24.5 t ADT: 1,100
STATE HWY 49
FairOver: ANTELOPE FLAT DRAINAGE
HWY 49/WEST EXIT ROAD, Comanche, OK
Built 1939 Load: 24.5 t ADT: 1,250
STATE HWY 115
FairOver: CEDAR CREEK
S OF MEERS GATE ON HW 115, Comanche, OK
Built 1935 Load: 24.5 t ADT: 1,250
J. JOHNSON LAKE RD
FairOver: UPPER BLUE BEAVER CREEK
J. JOHNSON/RUSH LAKE AREA, Comanche, OK
Built 1941 Load: 24.5 t ADT: 200
S.H. 58
FairOver: CREEK
4.8 MI.N.JCT.SH49, Comanche, OK
Built 1918 Load: 24.5 t ADT: 1,200
N2560
FairOver: CREEK
1.6 N 3.4 E OF SH 49, Comanche, OK
Built 1976 Load: 24.5 t ADT: 100
U.S. 277
FairOver: CREEK
1 MI S JCT SH 5, Cotton, OK
Built 1932 Load: 24.5 t ADT: 390
U.S. 69
FairOver: BILLINGSLIE CREEK
4.6 MI N MAYES C/L, Craig, OK
Built 1938 Load: 24.5 t ADT: 3,900
E0720
FairOver: CREEK
5.5E 1S OF DRUMRIGHT, Creek, OK
Built 1938 Load: 24.5 t ADT: 100
N2310
FairOver: CREEK
3.6N. OF CUSTER CITY, Custer, OK
Built 1984 Load: 24.5 t ADT: 100
2132C
FairOver: CREEK
5.5 M SW OF JAY, Delaware, OK
Built 1939 Load: 24.5 t ADT: 100
U.S. 60
FairOver: COTTONWOOD CREEK
5.7 MI E JCT S.H. 34, Dewey, OK
Built 1937 Load: 24.5 t ADT: 1,600
U.S. 60
FairOver: RED BLUFF CREEK
9.5 MI E STATE LINE, Ellis, OK
Built 1975 Load: 24.5 t ADT: 1,800
N1870
FairOver: BUZZARD CREEK
3.8E6.5N2E.2N OF ARNETT, Ellis, OK
Built 1986 Load: 24.5 t ADT: 100
N3000
FairOver: CREEK
4W 1.2S OF US64/SH74, Garfield, OK
Built 1930 Load: 24.5 t ADT: 100
N2920
FairOver: CROOKED CREEK
.4S 5E 1.3S OF BISON, Garfield, OK
Built 1975 Load: 24.5 t ADT: 50
S.H. 74
FairOver: ROCK CREEK
7.8 MI N CARTER C/L, Garvin, OK
Built 1973 Load: 24.5 t ADT: 730
2614C
FairOver: WEST FORK CREEK
4.5 MI NE CHICKASHA, Grady, OK
Built 1994 Load: 24.5 t ADT: 44
N2890
FairOver: CREEK
1.3 W 3.1 S OF TABLER, Grady, OK
Built 1997 Load: 24.5 t ADT: 100
N2790
FairOver: BILL'S CREEK
4.3S; 3E OF LAVERTY, Grady, OK
Built 2009 Load: 24.5 t ADT: 50
E0040
FairOver: CREEK
2.7S 4.4E OF MANCHESTER, Grant, OK
Built 2003 Load: 24.5 t ADT: 24
N3090
FairOver: CREEK
3E .3S OF SH11/74 JCT, Grant, OK
Built 2011 Load: 24.5 t ADT: 50
S.H. 26
FairOver: UGLY CREEK
3.1 S JCT SH-9, Haskell, OK
Built 1952 Load: 24.5 t ADT: 950
N3760
FairOver: WILDCAT CREEK
1.7 S & 1.1 E OF ATWOOD, Hughes, OK
Built 1985 Load: 24.5 t ADT: 100
N3780
FairOver: CREEK
.9S .3E OF GERTY, Hughes, OK
Built 2017 Load: 24.5 t ADT: 100
S.H. 22
FairOver: ROCK CREEK
2.4 MI W JCT SH78, Johnston, OK
Built 1932 Load: 24.5 t ADT: 420
3502C
FairOver: THREE MILE CREEK
0.2 W OF MILL CREEK, Johnston, OK
Built 1948 Load: 24.5 t ADT: 410
S.H. 11
FairOver: THOMPSON CREEK
4.5 MI E GRANT C/L, Kay, OK
Built 1918 Load: 24.5 t ADT: 2,000
N3240
FairOver: LOST CREEK
2.7W 2.7S OF PECKHAM, Kay, OK
Built 1939 Load: 24.5 t ADT: 130
N3260
FairOver: EAST SPRING CREEK
.7W 6N OF PECKHAM, Kay, OK
Built 1941 Load: 24.5 t ADT: 50
Showing 6,151-6,200 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 |