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
N4470
Structurally DeficientOver: COAL CREEK
5 MI SE OF BLUEJACKET, Craig, OK
Built 1946 Load: 31.0 t ADT: 24
1850C
Structurally DeficientOver: WHITE CREEK
6.NW OF VINITA, Craig, OK
Built 1940 Load: 31.1 t ADT: 50
E1085 (ADAIR BLVD)
Structurally DeficientOver: CRUTCHO CREEK TRIB.
.15W OF AIR DEPOT, Oklahoma, OK
Built 1973 Load: 31.6 t ADT: 1,152
CEDAR LANE RD.
Structurally DeficientOver: ROULETTE CREEK
AT 168TH AVE SE, Cleveland, OK
Built 1984 Load: 32.3 t ADT: 100
156TH AVE SE
Structurally DeficientOver: SPRING CREEK
0.1 S MCGUIRE RD, Cleveland, OK
Built 1987 Load: 32.3 t ADT: 100
N2877 (2ND ST.)
Structurally DeficientOver: CREEK
2ND & BIRCH, Garfield, OK
Built 1950 Load: 32.3 t ADT: 100
BACHELOR FARM RD
Structurally DeficientOver: CREEK
.4W .5N OF CRYSTAL, Atoka, OK
Built 1992 Load: 32.7 t ADT: 200
FAS 0618
Structurally DeficientOver: CREEK
6.6 SW OF WATONGA, Blaine, OK
Built 1949 Load: 32.7 t ADT: 50
E1310
Structurally DeficientOver: CREEK
4N 2W OF JCT 81/62, Grady, OK
Built 1989 Load: 32.7 t ADT: 100
FAS 3311
Structurally DeficientOver: CREEK
2.2 MI N MARTHA, Jackson, OK
Built 1984 Load: 32.7 t ADT: 70
FAS 3802
Structurally DeficientOver: CREEK
2.7 MI S SH 9 HOBART, Kiowa, OK
Built 1949 Load: 32.7 t ADT: 100
U.S. 412 ALT.
Structurally DeficientOver: CREEK
12.21 E OF TURNPIKE9, Mayes, OK
Built 1928 Load: 32.7 t ADT: 1,900
E0500
Structurally DeficientOver: CREEK
1MI E. OF PRYOR HIGH SCH, Mayes, OK
Built 1992 Load: 32.7 t ADT: 250
E1070 (RENO AVE.)
Structurally DeficientOver: CREEK
.3E OF MERIDIAN, Oklahoma, OK
Built 1960 Load: 32.7 t ADT: 12,400
N3066 (MC KINLEY)
Structurally DeficientOver: BROCK CREEK
JUST S OF SW 20, Oklahoma, OK
Built 1978 Load: 32.7 t ADT: 2,000
S MAC ARTHUR
Structurally DeficientOver: CREEK
S SIDE OF SW 29TH, Oklahoma, OK
Built 1993 Load: 32.7 t ADT: 10,625
IRR N4680
Structurally DeficientOver: FIVE MILE CREEK TRIB.
1.1N OF I-44, Ottawa, OK
Built 2010 Load: 32.7 t ADT: 100
MCELROY (E0610)
Structurally DeficientOver: COUNCIL CREEK
MCELROY\BETHEL RD .4E, Payne, OK
Built 1920 Load: 32.7 t ADT: 100
6304C
Structurally DeficientOver: SQUAW CREEK
2 N & .1 W OF JOHNSON, Pottawatomie, OK
Built 1993 Load: 32.7 t ADT: 1,030
E1612
Structurally DeficientOver: CREEK
10W & 6N OF CLAYTON, Pushmataha, OK
Built 2010 Load: 32.7 t ADT: 45
N3950
Structurally DeficientOver: CREEK
3.NE OF SKIATOOK, Tulsa, OK
Built 1939 Load: 32.7 t ADT: 547
FAU8441(GARNETT RD
Structurally DeficientOver: CREEK
0.8 MI S OF 121 ST S., Tulsa, OK
Built 1960 Load: 32.7 t ADT: 1,387
E0600(WIKEWA RD.)
Structurally DeficientOver: CREEK
4.E KEYSTONE DAM, Tulsa, OK
Built 1939 Load: 32.7 t ADT: 452
FAU 8300 (31 ST S.
Structurally DeficientOver: CREEK
31 ST. .5 MI E 65 W AVE, Tulsa, OK
Built 1960 Load: 32.7 t ADT: 1,895
FAU 8140 (111 ST S
Structurally DeficientOver: FRY DITCH CREEK #2
0.3 MI E SHERIDAN AVE, Tulsa, OK
Built 1950 Load: 32.7 t ADT: 676
FAU 8421 (N MINGO
Structurally DeficientOver: DOUGLAS CREEK
1800 N. MINGO RD., Tulsa, OK
Built 1955 Load: 32.7 t ADT: 8,579
ASPEN ST
Structurally DeficientOver: CREEK
0.3 MI S OF 131 ST S, Tulsa, OK
Built 1960 Load: 32.7 t ADT: 3,132
E0628 (38 ST.)
Structurally DeficientOver: FULTON CREEK
8500 E 38, Tulsa, OK
Built 1965 Load: 32.7 t ADT: 300
FAS7240(AVERY DR.)
Structurally DeficientOver: CREEK
AVERY DR. .3 MI E SH 97, Tulsa, OK
Built 1970 Load: 32.7 t ADT: 3,667
FAU 8300(E.31ST.)
Structurally DeficientOver: BROOKHOLLOW CREEK
10800 E. 31ST ST., Tulsa, OK
Built 1975 Load: 32.7 t ADT: 19,279
U.S. 75
Structurally DeficientOver: CREEK
1.8 MI N OF I-244, Tulsa, OK
Built 1978 Load: 32.7 t ADT: 34,000
W SHREVEPORT ST
Structurally DeficientOver: ASPEN CREEK
0.3 MI E OF ASPEN, Tulsa, OK
Built 1978 Load: 32.7 t ADT: 100
W INGLEWOOD ST.
Structurally DeficientOver: CREEK
.2W OF ELM PL., Tulsa, OK
Built 1980 Load: 32.7 t ADT: 384
N3950 (PEORIA AVE)
Structurally DeficientOver: DUCK CREEK
0.5 MI S OF 201 ST S., Tulsa, OK
Built 1982 Load: 32.7 t ADT: 340
N 12 ST
Structurally DeficientOver: CREEK
100' N OF ALBANY, Tulsa, OK
Built 1985 Load: 32.7 t ADT: 320
N 16TH ST
Structurally DeficientOver: CREEK
.5E OF 177 E. AVE ON 16TH, Tulsa, OK
Built 2007 Load: 32.7 t ADT: 320
W. BROADWAY AVE.
Structurally DeficientOver: HAIKEY CREEK TRIB.
.20E OF ASPEN AVE., Tulsa, OK
Built 1980 Load: 32.7 t ADT: 400
W FLORENCE
Structurally DeficientOver: ARKANSAS RIVER TRIB.
.1E OF ASPEN AVE, Tulsa, OK
Built 1980 Load: 32.7 t ADT: 6,598
N4120
Structurally DeficientOver: MORMON CREEK
4.0 MI NW OF 60, Nowata, OK
Built 1982 Load: 32.8 t ADT: 100
E0250
Structurally DeficientOver: CREEK
3S 2.5W OF US60/I35, Kay, OK
Built 1925 Load: 33.6 t ADT: 72
E0400 (5740C)
Structurally DeficientOver: DRY CREEK
10.5 SE OF FAIRFAX, Osage, OK
Built 1965 Load: 33.6 t ADT: 50
N3670
Structurally DeficientOver: CREEK
5.7S OF OLIVE, Creek, OK
Built 1936 Load: 34.3 t ADT: 50
5786C
Structurally DeficientOver: SCANLON CREEK
7 MI. S.W. OF HOMINY, Osage, OK
Built 1953 Load: 34.7 t ADT: 160
N2520
Structurally DeficientOver: TAHOE CREEK
8. W .5 N OF SH 19, Caddo, OK
Built 1985 Load: 35.2 t ADT: 50
N2350
Structurally DeficientOver: LITTLE POST OAK CREEK
5.6 S 9. W OF US62-SH115, Comanche, OK
Built 1992 Load: 35.4 t ADT: 100
N2900
Structurally DeficientOver: TRAIL CREEK
8E 6.4N OF OKARCHE, Kingfisher, OK
Built 1950 Load: 37.2 t ADT: 50
6732C
Structurally DeficientOver: SAND CREEK
3.5 N & 2 W OF SASAKWA, Seminole, OK
Built 1991 Load: 37.2 t ADT: 100
N4460
Structurally DeficientOver: CREEK
2E;7N OF ALBION, Pushmataha, OK
Built 2011 Load: 38.6 t ADT: 50
0802C
Structurally DeficientOver: SUGAR CREEK
8N & 3.6W SH152&US281, Caddo, OK
Built 2014 Load: 39.0 t ADT: 510
N3410
Structurally DeficientOver: TURKEY CREEK
2.6 MI N OF LELA, Pawnee, OK
Built 1986 Load: 39.5 t ADT: 32
Showing 22,651-22,700 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 |