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
FAS 3311
GoodOver: CREEK
3 W .1 MI S OF BLAIR, Jackson, OK
Built 1983 Load: 32.7 t ADT: 70
N2095
GoodOver: CREEK
0.2 MI S HUMPREY, Jackson, OK
Built 1983 Load: 32.7 t ADT: 50
FAS 3309
GoodOver: CREEK
3.4N OF ELMER, Jackson, OK
Built 1984 Load: 32.7 t ADT: 200
E1650
GoodOver: CREEK
283&62 1.S &4.0E, Jackson, OK
Built 1984 Load: 32.7 t ADT: 100
N2090
GoodOver: CREEK
5.0 E 2.0 N OF ALTUS, Jackson, OK
Built 1986 Load: 32.7 t ADT: 100
FAS 3302
GoodOver: GYPSUM CREEK
6.7 N 1.5 E ELDORADO, Jackson, OK
Built 1986 Load: 32.7 t ADT: 70
FAS 3314
GoodOver: CREEK
12 S 1.1 MI E ALTUS, Jackson, OK
Built 1987 Load: 32.7 t ADT: 70
FAS 3314
GoodOver: CREEK
12 S 1.2 MI E ALTUS, Jackson, OK
Built 1940 Load: 32.7 t ADT: 70
E1590
GoodOver: CREEK
5 N 5.4 MI E OF ALTUS, Jackson, OK
Built 1987 Load: 32.7 t ADT: 800
N2130
GoodOver: CREEK
.1S 9.E OF BLAIR, Jackson, OK
Built 1987 Load: 32.7 t ADT: 50
E1640
GoodOver: CREEK
1.8S&.3E DUKE, Jackson, OK
Built 1988 Load: 32.7 t ADT: 100
N2170
GoodOver: CREEK
1.6E .6N OF HENDRICK, Jackson, OK
Built 1989 Load: 32.7 t ADT: 50
E1590
GoodOver: CREEK
1.0N & 0.2W-FRIENDSHIP, Jackson, OK
Built 1990 Load: 32.7 t ADT: 800
FAS 3323
GoodOver: CREEK
4.0 S & 2.0 E OF BLAIR, Jackson, OK
Built 1990 Load: 32.7 t ADT: 1,200
U.S. 62
GoodOver: NORTH FORK OF RED RIVER
JACKSON-TILLMAN C/L, Jackson, OK
Built 1991 Load: 32.7 t ADT: 2,100
FAS 3304
GoodOver: CREEK
9.1 MI E OF ELDORADO, Jackson, OK
Built 1992 Load: 32.7 t ADT: 100
E1600
GoodOver: CREEK
4.0 N & 3.2 E OF ALTUS, Jackson, OK
Built 1992 Load: 32.7 t ADT: 300
E1670
GoodOver: CREEK
3. S 3.1 E OF ALTUS, Jackson, OK
Built 1993 Load: 32.7 t ADT: 60
E1670
GoodOver: CREEK
6.5E & 3.0S OF ALTUS, Jackson, OK
Built 1995 Load: 32.7 t ADT: 50
E1650
GoodOver: CREEK
283&62 1.0S &5.7 E, Jackson, OK
Built 2000 Load: 32.7 t ADT: 100
N2050
GoodOver: CREEK
PARKLANE & TRAIL DRIVE, Jackson, OK
Built 1998 Load: 32.7 t ADT: 400
U.S. 283
GoodOver: CREEK
3.0 MI S JCT S.H. 19, Jackson, OK
Built 1999 Load: 32.7 t ADT: 6,200
FAS 3310
GoodOver: CREEK
6.0 E & 0.8 S OF ALTUS, Jackson, OK
Built 2000 Load: 32.7 t ADT: 2,255
N1930
GoodOver: CREEK
3.0 E & 2.6 S OF DUKE, Jackson, OK
Built 2002 Load: 32.7 t ADT: 50
E1590
GoodOver: CREEK
5.0 N & 2.7 E OF ALTUS, Jackson, OK
Built 2001 Load: 32.7 t ADT: 800
FAU 5181
GoodOver: CREEK
VETERANS & .8 S TAMARACK, Jackson, OK
Built 2000 Load: 32.7 t ADT: 1,550
E1620
GoodOver: CREEK
TAMERICK & GETTYSBURG, Jackson, OK
Built 2000 Load: 32.7 t ADT: 1,050
FAS 3315
GoodOver: CREEK
4.0 S & 0.5E OF DUKE, Jackson, OK
Built 2001 Load: 32.7 t ADT: 250
FAS 3315
GoodOver: CREEK
4.0S & 0.6E OF DUKE, Jackson, OK
Built 2001 Load: 32.7 t ADT: 250
E1590
GoodOver: CREEK
5.0N & 1.0E OF ALTUS, Jackson, OK
Built 2002 Load: 32.7 t ADT: 800
N2120
GoodOver: CREEK
8.0E OF BLAIR; 0.5S SH-19, Jackson, OK
Built 2003 Load: 32.7 t ADT: 60
E1650
GoodOver: CREEK
2.8S 2.4E OF JCT US62/SH3, Jackson, OK
Built 2005 Load: 32.7 t ADT: 100
N 1970
GoodOver: CREEK
.9 S AND 7 W OF ALTUS, Jackson, OK
Built 2003 Load: 32.7 t ADT: 24
N2070
GoodOver: CREEK
4.3N 3E US62/283 ALTUS, Jackson, OK
Built 2000 Load: 32.7 t ADT: 100
E1710
GoodOver: CREEK
7S 0.2E OF US-62/US-283, Jackson, OK
Built 2009 Load: 32.7 t ADT: 50
S.H. 6
GoodOver: TURKEY CREEK
14.2 NE JCT S.H. 34, Jackson, OK
Built 2014 Load: 32.7 t ADT: 1,500
N2050
GoodOver: CREEK
PARK LANE & .4 N FALCON, Jackson, OK
Built 2014 Load: 32.7 t ADT: 3,050
N2020
GoodOver: BITTER CREEK
5.5N 2W OF ALTUS, Jackson, OK
Built 2014 Load: 32.7 t ADT: 60
N2100
GoodOver: CREEK
6E 6.9S OF ALTUS, Jackson, OK
Built 2016 Load: 32.7 t ADT: 400
N2100
GoodOver: CREEK
6E 6.4S OF ALTUS, Jackson, OK
Built 2016 Load: 32.7 t ADT: 400
N2090
GoodOver: CREEK
.5W OF HUMPHREYS, Jackson, OK
Built 2017 Load: 32.7 t ADT: 100
N2100
GoodOver: CREEK
5.6N OF SH5, Jackson, OK
Built 2017 Load: 32.7 t ADT: 100
E1618
GoodOver: CREEK
CONCORD & GETTYSBURG, Jackson, OK
Built 2016 Load: 32.7 t ADT: 100
E1550
GoodOver: BITTER CREEK TRIB.
1S 1.4W of SH19/US283 JCT, Jackson, OK
Built 2020 Load: 32.7 t ADT: 50
E1670
GoodOver: BITTER CREEK
3S 2.9W of JCT 283/62, Jackson, OK
Built 2020 Load: 32.7 t ADT: 25
E1660 (3318C)
GoodOver: MAXWELL CREEK
1.5S 1.3W OF HEADRICK, Jackson, OK
Built 2021 Load: 32.7 t ADT: 50
N2130 CREEK
GoodOver: CREEK
3E 2.5 N OF FRIENDSHIP, Jackson, OK
Built 2018 Load: 32.7 t ADT: 60
U.S. 81
GoodOver: CREEK
3.7 MI S JCT US70, Jefferson, OK
Built 1932 Load: 32.7 t ADT: 2,000
S.H. 32
GoodOver: FLAT CREEK
2.8 MI E JCT US81, Jefferson, OK
Built 1950 Load: 32.7 t ADT: 380
U.S. 81
GoodOver: CREEK
1.6 MI N JCT US70, Jefferson, OK
Built 1959 Load: 32.7 t ADT: 2,900
Showing 15,951-16,000 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.