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
I-44 NB
FairOver: SLWC R.R. UNDER
4.7 MI.NE.JCT.US281B, Comanche, OK
Built 1964 Load: 29.9 t ADT: 10,450
I-44 SB
FairOver: SLWC R.R. UNDER
4.7 MI.NE.JCT.US281B, Comanche, OK
Built 1964 Load: 29.9 t ADT: 11,050
E1660
FairOver: CREEK
1N&.9E OF JCT SH7&SH65, Comanche, OK
Built 1974 Load: 29.9 t ADT: 50
E1680
FairOver: CREEK
4.2 S 4.5 W OFUS62-SH115, Comanche, OK
Built 1988 Load: 29.9 t ADT: 100
E1540
FairOver: CREEK
4.4E OF JCT US277&SH17, Comanche, OK
Built 1999 Load: 29.9 t ADT: 100
IRR E1530
FairOver: CREEK
6.2E 1N OF JCT US277/SH17, Comanche, OK
Built 2013 Load: 29.9 t ADT: 100
U.S. 60
FairOver: CREEK
3 MI E JCT SH 2, Craig, OK
Built 1933 Load: 29.9 t ADT: 7,400
S.H. 99
FairOver: CIMARRON RIVER
4.4 MI E S PAYNE C/L, Creek, OK
Built 1963 Load: 29.9 t ADT: 2,300
S.H. 66
FairOver: LITTLE DEEP FORK CREEK
7.9 MI E LINCOLN C/L, Creek, OK
Built 1973 Load: 29.9 t ADT: 2,700
N2350
FairOver: CREEK
5. W 3.5 S WEATHERFORD, Custer, OK
Built 1930 Load: 29.9 t ADT: 25
S.H. 15
FairOver: WILLOW CREEK
5.1 NE U.S. 283, Ellis, OK
Built 2008 Load: 29.9 t ADT: 2,100
E0480
FairOver: IVANHOE CREEK
4N 3.2W OF SHATTUCK, Ellis, OK
Built 2020 Load: 29.9 t ADT: 25
S.H. 15 & S.H. 74
FairOver: RED ROCK CREEK
8.8 MI N JCT US 64, Garfield, OK
Built 1975 Load: 29.9 t ADT: 950
E0440
FairOver: CREEK
1S 4.2E OF LAHOMA, Garfield, OK
Built 1995 Load: 29.9 t ADT: 50
E0570
FairOver: CREEK
6S 2.4E OF HAYWARD, Garfield, OK
Built 2008 Load: 29.9 t ADT: 100
FAS 2531C
FairOver: WOLF CREEK
7 MI N SH 29, Garvin, OK
Built 1938 Load: 29.9 t ADT: 175
S.H. 29
FairOver: WILDCAT CREEK
0.3 MI E STEPHENS CO, Garvin, OK
Built 1953 Load: 29.9 t ADT: 1,600
I-35
FairOver: RUSH CREEK
0.6 MI S SH-19, Garvin, OK
Built 1969 Load: 29.9 t ADT: 17,250
I-35
FairOver: RUSH CREEK
0.6 MI S OF SH-19, Garvin, OK
Built 1969 Load: 29.9 t ADT: 15,900
2656C
FairOver: BUGGY CREEK
2.0 MI S SH 152, Grady, OK
Built 1982 Load: 29.9 t ADT: 400
E1380
FairOver: EAST WINTER CREEK
4.3E 2.S JCT US 62 SH39, Grady, OK
Built 1987 Load: 29.9 t ADT: 100
E1300
FairOver: WEST BITTER CREEK
2 MI S 2.2 E AMBER, Grady, OK
Built 1987 Load: 29.9 t ADT: 100
N2770
FairOver: IONINE CREEK
4.3 MI N OF US 62, Grady, OK
Built 1988 Load: 29.9 t ADT: 100
2642C
FairOver: BUCKHORN CREEK
2.2 MI W 4 S RUSH SPRI, Grady, OK
Built 1988 Load: 29.9 t ADT: 249
U.S. 277
FairOver: MIDDLE BILL CREEK
1.4 MI E CADDO CO, Grady, OK
Built 1994 Load: 29.9 t ADT: 1,700
E0145
FairOver: BULLWACKER CREEK
.5S .5E OF SH11/US81, Grant, OK
Built 1955 Load: 29.9 t ADT: 25
E0080
FairOver: SAND CREEK
6N .8W OF SH132/SH11, Grant, OK
Built 1987 Load: 29.9 t ADT: 161
N2960
FairOver: CREEK
.2E 8.1N OF MEDFORD, Grant, OK
Built 1988 Load: 29.9 t ADT: 43
E0120
FairOver: DUEL CREEK
2N 4.1E OF SH11/H132, Grant, OK
Built 1988 Load: 29.9 t ADT: 50
E0280
FairOver: SAND CREEK
1.7E 4S 1.4E OF NASH, Grant, OK
Built 1989 Load: 29.9 t ADT: 30
N2880
FairOver: SAND CREEK
4.1W 2.8N OF POND CREEK, Grant, OK
Built 1991 Load: 29.9 t ADT: 200
E0250
FairOver: CREEK
1.2S 5.6E OF POND CREEK, Grant, OK
Built 1987 Load: 29.9 t ADT: 24
E0200
FairOver: CREEK
5.8S .1E OF MEDFORD, Grant, OK
Built 1999 Load: 29.9 t ADT: 150
N3100
FairOver: DEER CREEK
2E 2.5S OF DEER CREEK, Grant, OK
Built 2000 Load: 29.9 t ADT: 24
E0110
FairOver: POND CREEK
3S 3.6E OF WAKITA, Grant, OK
Built 2010 Load: 29.9 t ADT: 25
FAS 2801
FairOver: DEER CREEK
6.1 MI NORTH OF REED, Greer, OK
Built 1941 Load: 29.9 t ADT: 200
FAS 2913
FairOver: LEBOS CREEK
1S OF US 62, Harmon, OK
Built 1983 Load: 29.9 t ADT: 100
E0030
FairOver: WILLOW CREEK
8.9E OF WILLARD, Harper, OK
Built 1987 Load: 29.9 t ADT: 100
S.H. 31
FairOver: MOUNTAIN FORK CREEK
6.7 MI E OF JCT SH2, Haskell, OK
Built 1955 Load: 29.9 t ADT: 1,400
S.H. 82
FairOver: ANDREW CREEK
3.8 N LATIMER C/L, Haskell, OK
Built 1999 Load: 29.9 t ADT: 840
U.S. 270
FairOver: CREEK
3.9 MI SE SEMINOLE CL, Hughes, OK
Built 1962 Load: 29.9 t ADT: 5,000
S.H. 1
FairOver: WASHITA RIVER
3.9 MI N MARSHALL CO, Johnston, OK
Built 1968 Load: 29.9 t ADT: 2,400
S.H. 22
FairOver: LITTLE SANDY CREEK
1.9 MI E JCT SH99, Johnston, OK
Built 1975 Load: 29.9 t ADT: 3,700
E0230
FairOver: DUCK CREEK
.5S 4.9W OF US60/SH156, Kay, OK
Built 1950 Load: 29.9 t ADT: 1,250
3644C
FairOver: CREEK
5.5W 1.4S OF I35 & US60, Kay, OK
Built 1970 Load: 29.9 t ADT: 122
U.S. 77 NB
FairOver: BNSF R.R. UNDER
4.6 MI N US 60, Kay, OK
Built 1981 Load: 29.9 t ADT: 4,150
E0130
FairOver: BITTER CREEK
4.1E 1N .1W OF I35/SH11, Kay, OK
Built 2002 Load: 29.9 t ADT: 100
N3465
FairOver: CANADIAN CREEK
12.7E .4N OF NEWKIRK, Kay, OK
Built 2011 Load: 29.9 t ADT: 100
E0160 (CHRYSLER)
FairOver: CREEK
.4E 2S .2W OF I-35 / SH11, Kay, OK
Built 2014 Load: 29.9 t ADT: 25
E0870
FairOver: CREEK
2N 6.1E OF OKARCHE, Kingfisher, OK
Built 1981 Load: 29.9 t ADT: 50
Showing 7,401-7,450 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.