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
E1110 (SE 59)
Structurally DeficientOver: HOG CREEK
.9 E OF HIWASSEE RD, Oklahoma, OK
Built 1950 Load: 19.5 t ADT: 1,700
NE GRAND BLVD.
Structurally DeficientOver: DEEP FORK CREEK
.1S OF I-44, Oklahoma, OK
Built 1911 Load: 19.5 t ADT: 1,400
NW 10TH ST.
Structurally DeficientOver: CREEK
.4E OF MERIDIAN, Oklahoma, OK
Built 1965 Load: 19.5 t ADT: 9,600
E1113 (SW 64)
Structurally DeficientOver: CREEK
S.W.64TH; EAST OF DEWEY, Oklahoma, OK
Built 1970 Load: 19.5 t ADT: 800
SE 15TH ST.
Structurally DeficientOver: CROOKED OAK CREEK
0.7 MI E OF EASTERN, Oklahoma, OK
Built 1972 Load: 19.5 t ADT: 8,900
N3100 S EASTERN A
Structurally DeficientOver: CROOKED OAK CREEK
0.3S OF SE 29/EASTERN, Oklahoma, OK
Built 2000 Load: 19.5 t ADT: 9,000
150TH ST.-E0960
Structurally DeficientOver: CHISHOLM CREEK TRIB.
_, Oklahoma, OK
Built 2007 Load: 19.5 t ADT: 11,043
2132C
Structurally DeficientOver: CREEK
6.0 MI SW OF JAY, Delaware, OK
Built 1955 Load: 19.6 t ADT: 100
4304C MAJOR
Structurally DeficientOver: CREEK
6. N 8.1 E OF SH 32, Love, OK
Built 1939 Load: 19.6 t ADT: 211
N4270
Structurally DeficientOver: CHOUTEAU CREEK
5.5NW OF 412 AND 69, Mayes, OK
Built 1945 Load: 19.6 t ADT: 100
U.S. 169
Structurally DeficientOver: CREEK
0.2 MI N JCT US 60, Nowata, OK
Built 1937 Load: 19.6 t ADT: 6,800
N3210 HENNEY ROAD
Structurally DeficientOver: CHOCTAW CREEK
.1S OF NE 23 ST, Oklahoma, OK
Built 1982 Load: 19.6 t ADT: 2,000
N3888
Structurally DeficientOver: TUCKER CREEK
7.8E JCT SH123, Osage, OK
Built 1918 Load: 19.6 t ADT: 120
E0175
Structurally DeficientOver: MUD CREEK
6.5N OF PAWHUSKA, Osage, OK
Built 1932 Load: 19.6 t ADT: 25
E0170
Structurally DeficientOver: CREEK
.7E OF U.S. 69, Ottawa, OK
Built 1920 Load: 19.6 t ADT: 100
IRR E0210
Structurally DeficientOver: CREEK
2.5 S. & 1.2 E. FAIRLAND, Ottawa, OK
Built 1939 Load: 19.6 t ADT: 100
IRR 5802C
Structurally DeficientOver: ELM CREEK
2.2W OF CARDIN, Ottawa, OK
Built 1940 Load: 19.6 t ADT: 100
IRR E0165
Structurally DeficientOver: SYCAMORE CREEK
1.5N 1.E OF KELLEYVILLE, Ottawa, OK
Built 1975 Load: 19.6 t ADT: 400
U.S. 64
Structurally DeficientOver: WOLF CREEK TRIB.
5.89 E JCT US-59, Sequoyah, OK
Built 1942 Load: 19.6 t ADT: 2,900
IRR 5844C
Structurally DeficientOver: CREEK
1.N.E. 0.5 E. OF PEORIA, Ottawa, OK
Built 1940 Load: 19.7 t ADT: 100
E1738 (MAGNOLIA AV
Structurally DeficientOver: WILLOW CREEK
BETW 5TH & 6TH, Stephens, OK
Built 1940 Load: 20.0 t ADT: 983
U.S. 59
Structurally DeficientOver: HOG CREEK
2.20 N JCT US-64, Sequoyah, OK
Built 1933 Load: 20.1 t ADT: 5,000
N2510
Structurally DeficientOver: DEER CREEK
3. E .1 N OF I-40 & 58, Caddo, OK
Built 1993 Load: 20.8 t ADT: 25
E1630
Structurally DeficientOver: COTTONWOOD CREEK
1.0 S & 1.1 W. OF DUKE, Jackson, OK
Built 1938 Load: 20.9 t ADT: 50
4948C
Structurally DeficientOver: CREEK
8.SE OF SH20 & US69, Mayes, OK
Built 1938 Load: 20.9 t ADT: 431
IRR E0340 (2116C)
Structurally DeficientOver: CREEK
6SE OF GROVE, Delaware, OK
Built 1930 Load: 21.0 t ADT: 450
IRR E0335 (2116C)
Structurally DeficientOver: CREEK
6.5SE OF GROVE, Delaware, OK
Built 1938 Load: 21.1 t ADT: 450
D4610
Structurally DeficientOver: CREEK
3.5MI. N. OF KANSAS, Delaware, OK
Built 1939 Load: 21.3 t ADT: 100
0803C
Structurally DeficientOver: CHETONIA CREEK
1.9 MI N COMANCHE C/L, Caddo, OK
Built 1969 Load: 21.8 t ADT: 527
WILLOW GROVE DR
Structurally DeficientOver: BROOKHAVEN CREEK
0.3 E 48TH AVE SW, Cleveland, OK
Built 1960 Load: 21.8 t ADT: 100
E INDIAN HILLS RD
Structurally DeficientOver: NORTH FORK CREEK
0.4 E N PORTER AVE, Cleveland, OK
Built 1978 Load: 21.8 t ADT: 256
FAS 1620C
Structurally DeficientOver: CREEK
1.9 S 5.9 W OF US 62-S115, Comanche, OK
Built 1938 Load: 21.8 t ADT: 731
1620C
Structurally DeficientOver: CREEK
1.2 S 10.5 W OF US 62, Comanche, OK
Built 1938 Load: 21.8 t ADT: 207
1680C
Structurally DeficientOver: CREEK
3.9 MI N CHATTANOONA, Comanche, OK
Built 1939 Load: 21.8 t ADT: 189
1658C
Structurally DeficientOver: CREEK
.7S&1.5E OF JCT US277&17, Comanche, OK
Built 1959 Load: 21.8 t ADT: 646
E1550
Structurally DeficientOver: CREEK
3 N 2.9 W OF ANTIOCH, Garvin, OK
Built 1937 Load: 21.8 t ADT: 100
2524C
Structurally DeficientOver: CREEK
5.6 MI E 1 N ANTIOCH, Garvin, OK
Built 1940 Load: 21.8 t ADT: 100
FAS2525C
Structurally DeficientOver: CREEK
0.5 MI. N. HOOVER, Garvin, OK
Built 1941 Load: 21.8 t ADT: 100
2560C
Structurally DeficientOver: CREEK
3.6 M E .8 N PAOLI, Garvin, OK
Built 1947 Load: 21.8 t ADT: 100
2514C
Structurally DeficientOver: ROUNDS CREEK
2 MI S 1.2 W ERIN, Garvin, OK
Built 1981 Load: 21.8 t ADT: 100
E1600
Structurally DeficientOver: CREEK
2S 1.8E OF ANTIOCH, Garvin, OK
Built 2011 Load: 21.8 t ADT: 100
TRIPLE X RD.
Structurally DeficientOver: FITZGERALD CREEK
.3 E .4 N OFCOYLE, Logan, OK
Built 1954 Load: 21.8 t ADT: 450
N3369
Structurally DeficientOver: GUY SANDY CREEK
1.1 S 1.5 E OF IONA, Murray, OK
Built 1984 Load: 21.8 t ADT: 100
E1070 (RENO AVE.)
Structurally DeficientOver: CREEK
.8E OF DOBBS RD, Oklahoma, OK
Built 1960 Load: 21.8 t ADT: 1,250
PAROTTE
Structurally DeficientOver: BRUSH CR.TRIB.
ESECO\PAROTTE .8S, Payne, OK
Built 1936 Load: 21.8 t ADT: 100
DUNKIN RD.
Structurally DeficientOver: SHORT CREEK
DUNKIN\KINGS HWY .2E, Payne, OK
Built 1998 Load: 21.8 t ADT: 297
E1770
Structurally DeficientOver: WILLOW CREEK
.8E US 81 2.9S SH 7, Stephens, OK
Built 1993 Load: 21.8 t ADT: 200
E1190
Structurally DeficientOver: SUGAR CREEK
1. S & .9 E BINGER, Caddo, OK
Built 1970 Load: 21.9 t ADT: 25
1054C
Structurally DeficientOver: CREEK
.8E&1.7N;JCT US70&US70A E, Carter, OK
Built 1941 Load: 22.5 t ADT: 1,062
NE 12TH ST
Structurally DeficientOver: CREEK
0.4 E BRYANT AVE, Cleveland, OK
Built 1950 Load: 22.5 t ADT: 3,000
Showing 22,551-22,600 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 |