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
N2820
FairOver: CREEK
1. E 3.9 S OF HILLSDALE, Garfield, OK
Built 1949 Load: 7.3 t ADT: 100
E1400
FairOver: CREEK
1.4E .5S JCT US 81 SH19, Grady, OK
Built 1991 Load: 7.3 t ADT: 100
E0260
FairOver: CREEK
1.4W 2S 1.1W OF NASH, Grant, OK
Built 1950 Load: 7.3 t ADT: 24
N2960
FairOver: CREEK
.2N 3.2E .3N OF JEFFERSON, Grant, OK
Built 1993 Load: 7.3 t ADT: 81
N2950
FairOver: POND CREEK
.2N 2.2E 1.7SOF JEFFERSON, Grant, OK
Built 1993 Load: 7.3 t ADT: 24
N2930
FairOver: OSAGE CREEK
.3N2.8W2.2S OF US81/SH11, Grant, OK
Built 1996 Load: 7.3 t ADT: 24
E0210
FairOver: COLDWATER CREEK
4.7E 3N .6E OF NASH, Grant, OK
Built 1998 Load: 7.3 t ADT: 75
E0280
FairOver: SAND CREEK
4.2S .6W OF POND CREEK, Grant, OK
Built 2004 Load: 7.3 t ADT: 30
E1270
FairOver: CREEK
1.1N 4.1E OF YEAGER, Hughes, OK
Built 1921 Load: 7.3 t ADT: 100
N2150
FairOver: CREEK
1W .8N OF CON-8, Kiowa, OK
Built 1998 Load: 7.3 t ADT: 24
E0870
FairOver: CREEK
2.6W 2S .6W OF KENDRICK, Lincoln, OK
Built 1932 Load: 7.3 t ADT: 100
E1000
FairOver: CREEK
1 W 1 N OF WILZETTA, Lincoln, OK
Built 1948 Load: 7.3 t ADT: 100
N3420
FairOver: CREEK
.9W 2S 3W .4S OF PARKLAND, Lincoln, OK
Built 1948 Load: 7.3 t ADT: 100
E1010
FairOver: CREEK
.5 E OF PAYSON, Lincoln, OK
Built 1940 Load: 7.3 t ADT: 100
N2660
FairOver: INDIAN CREEK
1.W 3.2N OF SH58 & US60, Major, OK
Built 1972 Load: 7.3 t ADT: 100
5124C
FairOver: CREEK
.7S 1.3W OF BRAGGS, Muskogee, OK
Built 1911 Load: 7.3 t ADT: 100
5452C
FairOver: CREEK
.5 S 3.E HWY 27 & I 40, Okfuskee, OK
Built 1931 Load: 7.3 t ADT: 130
N3990
FairOver: LITTLE WILD HORSE CREEK
3.6N.&3.0E.OF ARPELAR, Pittsburg, OK
Built 1995 Load: 7.3 t ADT: 25
N3630
FairOver: CREEK
3.9 S & 1 E OF SYLVIAN, Seminole, OK
Built 1927 Load: 7.3 t ADT: 100
7280C(GARNETT RD.
FairOver: CREEK
0.3 MI S OF 111 ST S., Tulsa, OK
Built 1979 Load: 7.3 t ADT: 1,040
N2860
FairOver: CREEK
4.E 2.8S OF OKARCHE, Canadian, OK
Built 1986 Load: 7.5 t ADT: 100
6644C
FairOver: CREEK
2.3 MI N OF OLD SH 33, Rogers, OK
Built 1929 Load: 7.5 t ADT: 100
E0530
FairOver: CREEK
1N 3.1W OF HALLET, Pawnee, OK
Built 1905 Load: 7.8 t ADT: 100
N3590
FairOver: CREEK
2W .1S OF HALLET, Pawnee, OK
Built 1936 Load: 7.8 t ADT: 25
E1000
FairOver: CREEK
3.0 S 2.5 E MORRIS, Okmulgee, OK
Built 1938 Load: 8.0 t ADT: 100
E1440
FairOver: CREEK
2N 2.7W OF SH 19 US 281, Caddo, OK
Built 2023 Load: 8.1 t ADT: 50
4314C MAJOR
FairOver: CREEK
6.0 MI N SH 32, Love, OK
Built 1986 Load: 8.1 t ADT: 115
E1120
FairOver: CREEK
2N 1W OF PORUM, Muskogee, OK
Built 2013 Load: 8.1 t ADT: 30
N2010 (VAN BUREN)
FairOver: ELK CREEK
VAN BUREN & .9 N. OF 20TH, Beckham, OK
Built 1983 Load: 8.2 t ADT: 100
N3810
FairOver: WOLF CREEK
2.5 MI S OF UTICA, Bryan, OK
Built 1987 Load: 8.2 t ADT: 100
E2110
FairOver: PUCKETT CREEK
3.0 S OF BLUE, Bryan, OK
Built 1994 Load: 8.2 t ADT: 30
E2070
FairOver: HANUBBY CREEK
3.7W OF HUGO, Choctaw, OK
Built 2003 Load: 8.2 t ADT: 100
E0850
FairOver: CREEK
1.2S 3W OF DEPEW, Creek, OK
Built 1935 Load: 8.2 t ADT: 100
N2850
FairOver: CREEK
5E 4.5N OF SH132/SH45, Garfield, OK
Built 1942 Load: 8.2 t ADT: 150
N2910
FairOver: POND CREEK
.3N 4.8W 3.3S OF MEDFORD, Grant, OK
Built 1994 Load: 8.2 t ADT: 75
N2820
FairOver: CROOKED CREEK
3W 4.7S OF JCT 11/11A, Grant, OK
Built 1995 Load: 8.2 t ADT: 24
N2820
FairOver: CROOKED CREEK
2W4S1W.8S OF JCT 11/11A, Grant, OK
Built 1995 Load: 8.2 t ADT: 24
E0030
FairOver: CREEK
3N 10.8 E OF RENFROW, Grant, OK
Built 1996 Load: 8.2 t ADT: 50
N2810
FairOver: CREEK
4.5W .5S OF WAKITA, Grant, OK
Built 1995 Load: 8.2 t ADT: 24
N2860
FairOver: CREEK
.6W 3.8N OF WAKITA, Grant, OK
Built 1996 Load: 8.2 t ADT: 50
E0250
FairOver: CREEK
.3S 2.2W 1S .4W PONDCREEK, Grant, OK
Built 2000 Load: 8.2 t ADT: 24
E0060
FairOver: REDOUBT CREEK BR.
5N7.7W1N1.6W OF BUFFALO, Harper, OK
Built 1940 Load: 8.2 t ADT: 25
N1970
FairOver: SAND CREEK
.3W .5S 1W 5.9S OF SELMAN, Harper, OK
Built 1976 Load: 8.2 t ADT: 100
E0020
FairOver: CREEK
1W 4N 1.2W OF BARMAN, Kay, OK
Built 1950 Load: 8.2 t ADT: 25
E0670
FairOver: PREACHER CREEK
4.5S 6.4W OF HENNESEY, Kingfisher, OK
Built 1970 Load: 8.2 t ADT: 24
IRR N2140
FairOver: CREEK
1. N 7.9 W OF ROOSEVELT, Kiowa, OK
Built 1950 Load: 8.2 t ADT: 100
E1400
FairOver: PECAN CREEK
8. S 2.5 E OF MT VIEW, Kiowa, OK
Built 1988 Load: 8.2 t ADT: 100
E0830
FairOver: EAST BEAVER CREEK
.4 E 2.S OF PARKLAND, Lincoln, OK
Built 1938 Load: 8.2 t ADT: 100
N3530
FairOver: CREEK
3.E 2.N OF KENDRICK, Lincoln, OK
Built 1940 Load: 8.2 t ADT: 100
E1030
FairOver: CREEK
2 E 1N .6E OF JACKTOWN, Lincoln, OK
Built 1942 Load: 8.2 t ADT: 100
Showing 2,201-2,250 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 |