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
N4580
FairOver: CREEK
.5S.E. & S.E. OF FAIRLAN, Ottawa, OK
Built 1938 Load: 20.1 t ADT: 100
IRR E0060
FairOver: CREEK
2.3W 0.5N OF MIAMI, Ottawa, OK
Built 1938 Load: 20.1 t ADT: 100
CIMARRON TP
FairOver: SLWC R.R. UNDER
.2 MI E SH 108, Payne, OK
Built 1973 Load: 20.1 t ADT: 8,800
E1660
FairOver: HELL CREEK
2.6W 1N JCT 81/7, Stephens, OK
Built 2001 Load: 20.1 t ADT: 50
N4750
FairOver: CREEK
2E 1.7W OF US 59, Adair, OK
Built 1938 Load: 20.2 t ADT: 150
S.H. 31
FairOver: CREEK
7.5 MI E SH48, Coal, OK
Built 1935 Load: 20.2 t ADT: 970
S.H. 53
FairOver: CREEK
6.5 MI E JCT SH 5, Cotton, OK
Built 1930 Load: 20.2 t ADT: 1,200
N3190
FairOver: CREEK
4.5 E.;0.7 S. ELMORE CITY, Garvin, OK
Built 1995 Load: 20.2 t ADT: 100
6908C
FairOver: MCCUUOBIN CREEK
N.E. LAKE HUMPHREYS, Stephens, OK
Built 1993 Load: 20.2 t ADT: 463
E0671
FairOver: CREEK
0.6 W 3.8 N OF LOST CITY, Cherokee, OK
Built 1940 Load: 20.3 t ADT: 150
S.H. 7
FairOver: CREEK
1.4 MI.E.JCT.US281B, Comanche, OK
Built 1927 Load: 20.3 t ADT: 18,100
E0830
FairOver: CHICKEN CREEK
2.5N .4E OF SLICK, Creek, OK
Built 1940 Load: 20.3 t ADT: 300
E1270
FairOver: STINSON CREEK
.5N1.3E2N .1EOF BLANCHARD, McClain, OK
Built 1985 Load: 20.3 t ADT: 100
I-40
FairOver: EAST NEGRO CREEK
11.45 E MUSKOGEE C/L, Sequoyah, OK
Built 1967 Load: 20.3 t ADT: 17,300
S.H. 53
FairOver: COW CREEK
SH 53; 0.3 MI E JCT US 81, Stephens, OK
Built 1927 Load: 20.3 t ADT: 3,500
N4733 (0148C)
FairOver: CREEK
8.6S 2.3E OF STILWELL, Adair, OK
Built 1990 Load: 20.4 t ADT: 280
E0773
FairOver: CREEK
2.6 S 1.5 E OF HULBERT, Cherokee, OK
Built 1939 Load: 20.4 t ADT: 50
5180C/ N4239
FairOver: CREEK
2N .7E OF OKTAHA, Muskogee, OK
Built 1930 Load: 20.4 t ADT: 400
IRR E0060
FairOver: WARREN BRANCH
1.0E &1.0N OF PEORIA, Ottawa, OK
Built 1938 Load: 20.4 t ADT: 100
N2490
FairOver: CREEK
9. E 5.5 N OF SH 19, Caddo, OK
Built 1939 Load: 20.5 t ADT: 50
N2490
FairOver: CREEK
3. E 4.8 S OF SH 9, Caddo, OK
Built 1940 Load: 20.5 t ADT: 100
3120C/ N4515
FairOver: KERR LAKE
1.2 MI NE OF SH 9, Haskell, OK
Built 1968 Load: 20.5 t ADT: 100
E1300
FairOver: N. FORK WALNUT CREEK
.5W 2N .9E OF COLE, McClain, OK
Built 1988 Load: 20.5 t ADT: 100
U.S. 266
FairOver: CREEK
0.7 W JCT US-69, McIntosh, OK
Built 1931 Load: 20.5 t ADT: 3,400
OLD U.S. 69
FairOver: WAYSIDE CREEK
0.6 MI NE MCINTOSH C/L, Muskogee, OK
Built 1930 Load: 20.5 t ADT: 400
E0595
FairOver: PEA CREEK
0.5 MI E OF INOLA, Rogers, OK
Built 1940 Load: 20.5 t ADT: 250
FAS 6605
FairOver: PANTHER CREEK
2.8 MI S OF I-44, Rogers, OK
Built 1986 Load: 20.5 t ADT: 375
FAU6721/S CHEROKEE
FairOver: COODY CREEK
0.8 MI N PEAK BLVD, Muskogee, OK
Built 1960 Load: 20.6 t ADT: 1,000
E0850
FairOver: CHECKER BOARD CREEK
3.0 N; 2.9 W BEGGS, Okmulgee, OK
Built 2000 Load: 20.6 t ADT: 100
IRR E0166
FairOver: CREEK
E0166N4660001, Ottawa, OK
Built 1938 Load: 20.6 t ADT: 100
E1444 (SEMINOLE
FairOver: DRAINAGE CANAL
250' E OF 8 ST., Pittsburg, OK
Built 1975 Load: 20.6 t ADT: 300
E0810
FairOver: CREEK
1.5S OF PORTER, Wagoner, OK
Built 1938 Load: 20.6 t ADT: 100
E0240 (2102C)
FairOver: CREEK
1.1E OF S.H. 10, Delaware, OK
Built 1966 Load: 20.7 t ADT: 960
HECTORVILLE RD.
FairOver: CREEK
4.9 E US75, Okmulgee, OK
Built 1940 Load: 20.7 t ADT: 200
N4075
FairOver: CANE CREEK
2.5 W MUSKOGEE C/L, Okmulgee, OK
Built 1982 Load: 20.7 t ADT: 100
SOUTH WEST ST.
FairOver: CREEK
.15S .35 W OF 12TH & MAIN, Payne, OK
Built 1995 Load: 20.7 t ADT: 24
S.H. 43
FairOver: BREAD TOWN CREEK
4.56 E JCT US-69, Atoka, OK
Built 1972 Load: 20.8 t ADT: 710
N2450
FairOver: CREEK
1. W 8.1 N OF SH 19, Caddo, OK
Built 1936 Load: 20.8 t ADT: 50
IRR 0862C
FairOver: GOKEY CREEK
4. E 4.1 S OF SH 9, Caddo, OK
Built 1989 Load: 20.8 t ADT: 79
4960C
FairOver: CREEK
2.25SE AT 412 & 69, Mayes, OK
Built 1995 Load: 20.8 t ADT: 100
5106C
FairOver: CREEK
1.1 MI N OF SH 16, Muskogee, OK
Built 1939 Load: 20.8 t ADT: 100
E0902 (0136C)
FairOver: MALLOY HOLLOW CREEK
3.7S 2.4E OF SH 100, Adair, OK
Built 1957 Load: 20.9 t ADT: 41
E0820
FairOver: CREEK
.8W OF SH 51/US 59, Adair, OK
Built 1994 Load: 20.9 t ADT: 300
E0030
FairOver: CREEK
5N 9.9E OF BYRON, Alfalfa, OK
Built 1929 Load: 20.9 t ADT: 100
E0270
FairOver: EAST CLAY CREEK TRIB.
3S .1E OF US64/SH8, Alfalfa, OK
Built 1936 Load: 20.9 t ADT: 100
N2540
FairOver: CREEK
7W .4S OF CHEROKEE, Alfalfa, OK
Built 1939 Load: 20.9 t ADT: 25
N2680
FairOver: TURKEY CREEK
2E 1.4S OF HELENA, Alfalfa, OK
Built 1965 Load: 20.9 t ADT: 100
N2580
FairOver: CREEK
3W .5N OF CHEROKEE, Alfalfa, OK
Built 1996 Load: 20.9 t ADT: 100
E1180
FairOver: ELK CREEK
7. S 2.7 E OF ELK CITY, Beckham, OK
Built 1990 Load: 20.9 t ADT: 25
N2660
FairOver: CREEK
3.3S 9E OF WATONGA, Blaine, OK
Built 1938 Load: 20.9 t ADT: 40
Showing 5,101-5,150 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 |