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
E0190
Structurally DeficientOver: CREEK
0.1 MI W OF N4520, Ottawa, OK
Built 1939 Load: 7.0 t ADT: 100
FAU 3880 (FOREMAN
Structurally DeficientOver: FOURMILE CREEK
0.4 MI W US 81, Canadian, OK
Built 1952 Load: 7.3 t ADT: 400
E0460
Structurally DeficientOver: SKELETON CREEK
.8S 5.4W OF FAIRMONT, Garfield, OK
Built 1947 Load: 7.3 t ADT: 100
E0600
Structurally DeficientOver: HORSE CREEK
.5S 1W OF MARSHALL, Logan, OK
Built 1940 Load: 7.3 t ADT: 100
6653C
Structurally DeficientOver: LITTLE DOG CREEK
0.1 MI S OF E0430, Rogers, OK
Built 1936 Load: 7.3 t ADT: 100
N4060
Structurally DeficientOver: LITTLE CANE CR.TRIB.
1.0 W 2.5 S SH16&MSK C/L, Okmulgee, OK
Built 1935 Load: 7.7 t ADT: 100
IRR E1040
Structurally DeficientOver: BURGESS CREEK
1.0 S; 0.5 W SCHULTER, Okmulgee, OK
Built 1941 Load: 7.7 t ADT: 150
IRR N4570
Structurally DeficientOver: LITTLE ELM CREEK
N4570E0100003, Ottawa, OK
Built 1919 Load: 7.8 t ADT: 24
N3390
Structurally DeficientOver: TURKEY CREEK
4.1N 2W .1S OF LELA, Pawnee, OK
Built 1929 Load: 8.0 t ADT: 25
E0425
Structurally DeficientOver: SPAVINAW CREEK
10.5 MI SW OF JAY, Delaware, OK
Built 1930 Load: 8.2 t ADT: 100
E0250
Structurally DeficientOver: CREEK
1.2S 5.6E OF POND CREEK, Grant, OK
Built 1987 Load: 8.2 t ADT: 75
N2860
Structurally DeficientOver: CREEK
4E 5.1N OF OKARCHE, Kingfisher, OK
Built 1980 Load: 8.2 t ADT: 50
4036C
Structurally DeficientOver: CREEK
.2W OF LOVING, Le Flore, OK
Built 1938 Load: 8.2 t ADT: 300
E0750
Structurally DeficientOver: CREEK
.3E 2S 1.9E OF COYLE, Logan, OK
Built 1937 Load: 8.2 t ADT: 100
E0640
Structurally DeficientOver: CREEK
1E 1.5N 1.3E OF MULHALL, Logan, OK
Built 1950 Load: 8.2 t ADT: 100
HASKELL ST
Structurally DeficientOver: MUD CREEK
0.02 E GUTHRIE ST, McCurtain, OK
Built 1985 Load: 8.2 t ADT: 200
6822C/ E1092
Structurally DeficientOver: CREEK
2.8 MI NE OF US 64, Sequoyah, OK
Built 1986 Load: 8.2 t ADT: 100
N4000
Structurally DeficientOver: FISH CREEK
3E 2.1S OF US 60, Washington, OK
Built 2022 Load: 8.2 t ADT: 100
N2314 (CEDAR ST.)
Structurally DeficientOver: DOG CREEK
ON CEDAR ST. N. 3RD ST., Woods, OK
Built 1998 Load: 8.2 t ADT: 50
N3660
Structurally DeficientOver: CREEK
.3S .7E 4.7S OF DEPEW, Creek, OK
Built 1930 Load: 8.3 t ADT: 100
N3770
Structurally DeficientOver: CREEK
5E 1.5N OF BELLVUE, Creek, OK
Built 1940 Load: 8.4 t ADT: 139
OLD MORRIS ROAD
Structurally DeficientOver: CUSSETAH CREEK
1.9 NE US62, Okmulgee, OK
Built 1949 Load: 8.5 t ADT: 500
ALLEY BETWN 8&9 ST
Structurally DeficientOver: NUMU CREEK
.2N OF LEE & .2E OF 11 ST, Comanche, OK
Built 1920 Load: 8.8 t ADT: 5
IRR E0120
Structurally DeficientOver: CREEK
2S .6W JCT SH10/SH137, Ottawa, OK
Built 1919 Load: 8.8 t ADT: 100
E1430
Structurally DeficientOver: CREEK
1.9 S & 1 E OF CALVIN, Hughes, OK
Built 1938 Load: 9.1 t ADT: 40
E0715
Structurally DeficientOver: TURKEY CREEK O'FLOW
.3W .2S .5W OF DOVER, Kingfisher, OK
Built 1960 Load: 9.1 t ADT: 600
MAIN ST.
Structurally DeficientOver: SHAWNEE CREEK
MAIN ST E OF R.R., Pottawatomie, OK
Built 1930 Load: 9.1 t ADT: 3,730
E0880
Structurally DeficientOver: CREEK
1E 1S .2E OF MILFAY, Creek, OK
Built 1950 Load: 9.2 t ADT: 100
E0820
Structurally DeficientOver: CREEK
2.0 S 0.7 W CRK C/L-US75, Okmulgee, OK
Built 1940 Load: 9.7 t ADT: 100
E0650
Structurally DeficientOver: COTTONWOOD CREEK
4.5E 1S OF SILVER CITY, Creek, OK
Built 1930 Load: 9.8 t ADT: 100
E0130
Structurally DeficientOver: CHICKEN CREEK
5.5E 1.5S OF LENAPAH, Nowata, OK
Built 1980 Load: 9.8 t ADT: 100
IRR N4550
Structurally DeficientOver: CREEK
.5N OF COMMERCE, Ottawa, OK
Built 1965 Load: 9.8 t ADT: 650
FAU 7701
Structurally DeficientOver: WOLF CREEK
.5E&2.6N OF JCT I-44&SH36, Comanche, OK
Built 1933 Load: 10.0 t ADT: 3,450
FAU 7701
Structurally DeficientOver: WOLF CREEK O'FLOW
.5E&2.5N OF JCT I-44&SH36, Comanche, OK
Built 1933 Load: 10.0 t ADT: 3,440
E0520
Structurally DeficientOver: HACKBERRY CREEK
1.4S 4E OF WAUKOMIS, Garfield, OK
Built 1960 Load: 10.0 t ADT: 25
N2890
Structurally DeficientOver: CREEK
1.6N 2E .8N OF BISON, Garfield, OK
Built 1968 Load: 10.0 t ADT: 25
E0780
Structurally DeficientOver: SAND CREEK
1.N & .7 E OF TRYON, Lincoln, OK
Built 1948 Load: 10.0 t ADT: 100
E0390
Structurally DeficientOver: TURKEY CREEK
.1E 4.N 2.6E OF MENO, Major, OK
Built 1972 Load: 10.0 t ADT: 100
N3460
Structurally DeficientOver: SKEDEE CREEK
2W .6S OF SH18/SH15, Pawnee, OK
Built 1933 Load: 10.2 t ADT: 193
N4711
Structurally DeficientOver: PEAVINE CREEK
2.7E .2S OF SH 51, Adair, OK
Built 1983 Load: 10.3 t ADT: 150
HOFFMAN RD. 5630C
Structurally DeficientOver: CAT CREEK
0.8 E US266, Okmulgee, OK
Built 1937 Load: 10.4 t ADT: 500
E0880
Structurally DeficientOver: CREEK
1W 1S .5W OF MILFAY, Creek, OK
Built 1998 Load: 10.6 t ADT: 25
E0860
Structurally DeficientOver: CREEK
1N .9W OF MILFAY, Creek, OK
Built 1930 Load: 10.8 t ADT: 100
E0850
Structurally DeficientOver: MORGAN CREEK
4.5W .5N OF SLICK, Creek, OK
Built 1930 Load: 11.6 t ADT: 100
E0170
Structurally DeficientOver: MUD CREEK
4.8W;1S OF SHIDLER, Osage, OK
Built 1940 Load: 11.7 t ADT: 40
N2540
Structurally DeficientOver: DRY CREEK
3.5W .6S OF BURLING, Alfalfa, OK
Built 1939 Load: 11.8 t ADT: 100
E0050
Structurally DeficientOver: SANDY CREEK O'FLOW
1N 1.9E OF AMORITA, Alfalfa, OK
Built 1950 Load: 11.8 t ADT: 75
N2520
Structurally DeficientOver: COTTONWOOD CREEK
2W 5.2N OF FAIRVIEW, Major, OK
Built 1985 Load: 11.8 t ADT: 100
N4050
Structurally DeficientOver: CREEK
1.8E 2.5N OF SAVANAH, Pittsburg, OK
Built 1997 Load: 11.8 t ADT: 100
E0410
Structurally DeficientOver: CREEK
.2S.3W1S.2E OF MOORELAND, Woodward, OK
Built 1938 Load: 11.8 t ADT: 100
Showing 22,351-22,400 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 |