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
FAU 6112 (TUXEDO B
Structurally DeficientOver: CANEY RIVER
.95 E S.H. 123(CANEY RIV., Washington, OK
Built 1958 Load: 12.1 t ADT: 5,000
E0740
Structurally DeficientOver: DOG CREEK
3N 5.6W OF BELLVUE, Creek, OK
Built 1930 Load: 12.3 t ADT: 100
E0462
Structurally DeficientOver: PAWNEE CREEK
BLACK BEAR ST E OF WALNUT, Pawnee, OK
Built 1950 Load: 12.3 t ADT: 75
IRR N2520
Structurally DeficientOver: CREEK
6. E 1.1 S OF SH 9, Caddo, OK
Built 1940 Load: 12.6 t ADT: 100
1834C
Structurally DeficientOver: CREEK
3.0 MI E OF KANSAS S/L, Craig, OK
Built 1936 Load: 12.7 t ADT: 50
N2990
Structurally DeficientOver: COTTONWOOD CREEK
2.2S OF CASHION, Kingfisher, OK
Built 1955 Load: 12.7 t ADT: 671
N3430
Structurally DeficientOver: CREEK
1.7N .5W .2N OF CHANDLER, Lincoln, OK
Built 1950 Load: 12.7 t ADT: 25
IRR N4570
Structurally DeficientOver: CREEK
1.2 W OF QUAPAW, Ottawa, OK
Built 1939 Load: 12.7 t ADT: 100
E1360
Structurally DeficientOver: CREEK
2.4 MI S FEATHERSTON, Pittsburg, OK
Built 1977 Load: 12.7 t ADT: 100
N3720
Structurally DeficientOver: CREEK
1.6S OF BELLVUE, Creek, OK
Built 1935 Load: 13.0 t ADT: 100
N4400
Structurally DeficientOver: CREEK
WYANDOTTE ST. IN LOCGRO, Mayes, OK
Built 1950 Load: 13.1 t ADT: 950
0922C
Structurally DeficientOver: CREEK
4.5S 2.6E OF CALUMET, Canadian, OK
Built 1928 Load: 13.3 t ADT: 970
E0770
Structurally DeficientOver: CREEK
.7S 1.1W OF SHAMROCK, Creek, OK
Built 1940 Load: 13.4 t ADT: 100
E0340
Structurally DeficientOver: WILD HORSE CREEK
5.W 2.S OF KREMLIN, Garfield, OK
Built 1968 Load: 13.6 t ADT: 24
N3140
Structurally DeficientOver: CREEK
.7N OF MULHALL, Logan, OK
Built 1957 Load: 13.6 t ADT: 100
VAN BUREN ST
Structurally DeficientOver: MUD CREEK
0.3 W DIXIE ST, McCurtain, OK
Built 1970 Load: 13.6 t ADT: 400
E0810
Structurally DeficientOver: CREEK
2S 2.9E OF SH33/SH74, Logan, OK
Built 1950 Load: 13.7 t ADT: 50
IRR N4540
Structurally DeficientOver: CREEK
1.6S & 1.0N OF NARCISSA, Ottawa, OK
Built 1938 Load: 13.7 t ADT: 40
E0830
Structurally DeficientOver: CREEK
1N 2.5E OF FT. GIBSON, Muskogee, OK
Built 1939 Load: 13.8 t ADT: 100
E0730
Structurally DeficientOver: CREEK
0.5N SH51 W OF MUSK TRNPK, Wagoner, OK
Built 1965 Load: 13.8 t ADT: 50
N3210
Structurally DeficientOver: FITZGERALD CREEK
1.5W .5S OF LANGSTON, Logan, OK
Built 1921 Load: 14.0 t ADT: 24
E0630
Structurally DeficientOver: HORSE CREEK
3.5S .4W OF MARSHALL, Logan, OK
Built 1938 Load: 14.2 t ADT: 100
E0900
Structurally DeficientOver: CREEK
1S;1.7E OF SH 165, Muskogee, OK
Built 1977 Load: 14.2 t ADT: 100
BANYAN RD.
Structurally DeficientOver: CREEK
2.2 W; 2.0 S US62-MSK C/L, Okmulgee, OK
Built 1944 Load: 14.2 t ADT: 100
N3670
Structurally DeficientOver: CREEK
9.4S OF OLIVE, Creek, OK
Built 1938 Load: 14.3 t ADT: 100
1680C
Structurally DeficientOver: CREEK
1.9 MI N CHATTANOONA, Comanche, OK
Built 1940 Load: 14.5 t ADT: 195
E0600
Structurally DeficientOver: OTTER CREEK
2N 1.8E OF SH51/SH74, Logan, OK
Built 1960 Load: 14.5 t ADT: 100
D3116 (CHERRY LANE
Structurally DeficientOver: CHERRY CREEK
CHERRY LANE & MALLARD, Oklahoma, OK
Built 1960 Load: 14.5 t ADT: 1,500
5748C
Structurally DeficientOver: CREEK
11.5 W OF BOULANGER, Osage, OK
Built 1930 Load: 14.6 t ADT: 24
E0828
Structurally DeficientOver: CREEK
3.2 E 1. N OF US 62 & CL, Cherokee, OK
Built 1925 Load: 14.7 t ADT: 80
1820C
Structurally DeficientOver: BULL CREEK
1.NE OF VINITA ON HOSP.RD, Craig, OK
Built 1940 Load: 14.7 t ADT: 1,030
E0310
Structurally DeficientOver: DUCK CREEK
1.5W .5S OF CLEORA, Delaware, OK
Built 1939 Load: 14.7 t ADT: 200
IRR E0174
Structurally DeficientOver: CREEK
2.0 E. 1.0 N. OF FAIRLAND, Ottawa, OK
Built 1940 Load: 14.7 t ADT: 50
N4500/ JARVIS RD.
Structurally DeficientOver: DOUBLE SPRING CREEK
3.1N 1.5W OF TAHLEQUAH, Cherokee, OK
Built 1938 Load: 14.8 t ADT: 90
E0880
Structurally DeficientOver: CREEK
1S 2.3E MILFAY, Creek, OK
Built 1950 Load: 14.8 t ADT: 100
IRR E1320
Structurally DeficientOver: CREEK
4. E .1 S OF SH 9, Caddo, OK
Built 1940 Load: 15.2 t ADT: 50
E0260
Structurally DeficientOver: EAGLE CHIEF CREEK TRIB.
4N 3.9W OF CARMAN, Alfalfa, OK
Built 1946 Load: 15.4 t ADT: 100
E0260
Structurally DeficientOver: CREEK
.2N 4.9E OF SALT FORK, Grant, OK
Built 1936 Load: 15.4 t ADT: 75
N4660
Structurally DeficientOver: CREEK
2.0 W; 1.5 N HANSON, Sequoyah, OK
Built 2005 Load: 15.4 t ADT: 100
E0200
Structurally DeficientOver: CREEK
1S&1.7W JCTUS60&SH125, Ottawa, OK
Built 1939 Load: 15.7 t ADT: 100
E1200
Structurally DeficientOver: WILLOW CREEK
1S 1.7W OF 152 / 146, Caddo, OK
Built 1983 Load: 16.1 t ADT: 50
N3150
Structurally DeficientOver: E. BRANCH BEAVER CREEK
.3S .6W .4S OF ORLANDO, Logan, OK
Built 1920 Load: 16.1 t ADT: 30
E0040
Structurally DeficientOver: CREEK
.2N6.7E2N.1E OF RENFROW, Grant, OK
Built 1992 Load: 16.3 t ADT: 25
FAU 8300(E 31ST S
Structurally DeficientOver: MINGO CREEK
9400 E 31ST ST, Tulsa, OK
Built 1965 Load: 16.3 t ADT: 19,481
IRR 5806C
Structurally DeficientOver: CREEK
1.2E OF QUAWPAW ON PRO, Ottawa, OK
Built 1939 Load: 16.5 t ADT: 400
N2760
Structurally DeficientOver: ELM CREEK
4.3S OF LAHOMA, Garfield, OK
Built 1982 Load: 17.2 t ADT: 50
E0590
Structurally DeficientOver: CREEK
3N 2.6W OF SH99/SH51, Creek, OK
Built 1948 Load: 17.3 t ADT: 100
S.H. 101
Structurally DeficientOver: POLECAT CREEK
16.11 E JCT US-59, Sequoyah, OK
Built 1958 Load: 17.3 t ADT: 780
N4190
Structurally DeficientOver: KENTUCKY CREEK
3W SH28; 0.5N SH60, Nowata, OK
Built 1940 Load: 17.4 t ADT: 24
GRAVEL RD, 57 SH
Structurally DeficientOver: UNNAMED CREEK
BTW SECTIONS 57SH & 52SH, Pittsburg, OK
Built 1954 Load: 18.1 t ADT: 100
Showing 22,401-22,450 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.
| Publisher | Kiznis Studio |
| Sources | FHWA National Bridge Inventory, public U.S. government datasets |