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
6970C
FairOver: CREEK
0.45 MI N OF LOCO, Stephens, OK
Built 1957 Load: 21.8 t ADT: 283
6970C
FairOver: CREEK
0.4 MI N OF LOCO, Stephens, OK
Built 1957 Load: 21.8 t ADT: 280
E1739 (CYPREES AVE
FairOver: CLARIDY CREEK
0.1 MI W OF US 81, Stephens, OK
Built 1958 Load: 21.8 t ADT: 500
E1731 (OAK AVE)
FairOver: COW CREEK
0.1 MI W OF US 81, Stephens, OK
Built 1958 Load: 21.8 t ADT: 3,000
E1736 (MAPLE AVE)
FairOver: WILLOW CREEK
BETW 4TH & 5 ST, Stephens, OK
Built 1960 Load: 21.8 t ADT: 300
FAU 4720 (ELK AVE)
FairOver: CREEK
0.2 MI E OF JCT US 81, Stephens, OK
Built 1969 Load: 21.8 t ADT: 2,500
FAS 6914
FairOver: WAURIKA LAKE
4.0 MI S OF CORUM, Stephens, OK
Built 1975 Load: 21.8 t ADT: 458
E1860
FairOver: WAURIKA LAKE
5.S SH53 7.4W US81, Stephens, OK
Built 1976 Load: 21.8 t ADT: 600
6936C
FairOver: CREEK
1.3 MI S OF CORUM, Stephens, OK
Built 1981 Load: 21.8 t ADT: 458
E1750 (SEMINOLE RD
FairOver: CLARIDY CREEK
.3 MI W OF US 81, Stephens, OK
Built 1990 Load: 21.8 t ADT: 375
E1850
FairOver: CREEK
1.5 N .1 W OF SH 53, Stephens, OK
Built 1991 Load: 21.8 t ADT: 100
E1760
FairOver: WILLOW CREEK
1.2E US 81 2.S SH 7, Stephens, OK
Built 1995 Load: 21.8 t ADT: 60
7254C
FairOver: CREEK
146 ST. N .9MI E 129 E AV, Tulsa, OK
Built 1930 Load: 21.8 t ADT: 980
E0680(91ST.ST.W)
FairOver: NICKEL CREEK
0.1 MI E OF 33 W AVE, Tulsa, OK
Built 1985 Load: 21.8 t ADT: 793
N4140
FairOver: CREEK
3.2S OF COWETA, Wagoner, OK
Built 1987 Load: 21.8 t ADT: 100
E0760
FairOver: STRAWBERRY CREEK
2.5S SH51; 1.5W VERD R, Wagoner, OK
Built 2000 Load: 21.8 t ADT: 24
E0040
FairOver: CREEK
4N 1.6W OF SH11/US281, Woods, OK
Built 1998 Load: 21.8 t ADT: 50
E0180
FairOver: WILDCAT CREEK
3S 3.2W OF TEGARDEN, Woods, OK
Built 2001 Load: 21.8 t ADT: 150
E0030
FairOver: CREEK
8.3N .9W OF US64/SH34, Woods, OK
Built 2001 Load: 21.8 t ADT: 20
N2230
FairOver: CAMP CREEK
1.5E & .1S OF RICHMOND, Woodward, OK
Built 1990 Load: 21.8 t ADT: 30
E0180
FairOver: CREEK
4N 6.5W OF SH50 & 50A, Woodward, OK
Built 1991 Load: 21.8 t ADT: 24
FAS 0930
FairOver: CREEK
4.2W OF JCT U.S. 81, Canadian, OK
Built 2002 Load: 21.9 t ADT: 100
N2837
FairOver: LITTLE WASHITA RIVER
1.5 W .2 S OF NINNEKAH, Grady, OK
Built 1925 Load: 21.9 t ADT: 100
E0190
FairOver: MORMON CREEK
5.0 MI NW OF 169, Nowata, OK
Built 1930 Load: 21.9 t ADT: 100
N4626 (FAS 0108C)
FairOver: CREEK
.8S OF CHEWEY, Adair, OK
Built 1986 Load: 22.0 t ADT: 100
S.H. 8
FairOver: CREEK
5.3 MI.N.JCT.US64, Alfalfa, OK
Built 1932 Load: 22.0 t ADT: 1,600
FAU 3672 (CEMETERY
FairOver: MINERAL BAYOU CREEK
CEMETERY ROAD, Bryan, OK
Built 1939 Load: 22.0 t ADT: 600
N2860
FairOver: SIXMILE CREEK
N2860E1020008, Canadian, OK
Built 1986 Load: 22.0 t ADT: 100
S.H. 5
FairOver: CREEK
.9 E TILLMAN C/L, Cotton, OK
Built 1926 Load: 22.0 t ADT: 290
FAS 3115/ E1218
FairOver: CREEK
1.4N; .2W OF HWY 9 & 71, Haskell, OK
Built 1968 Load: 22.0 t ADT: 100
5128C
FairOver: CREEK
1.6W OF MC LAIN, Muskogee, OK
Built 1937 Load: 22.0 t ADT: 100
N4310
FairOver: CREEK
.3S OF PEAK ST. ON S.YORK, Muskogee, OK
Built 1987 Load: 22.0 t ADT: 500
FAU 1961 (LAKE RD)
FairOver: COAL CREEK
0.4 MI N OF I-40, Okmulgee, OK
Built 1935 Load: 22.0 t ADT: 800
CO. RD. 162
FairOver: BEAVER CREEK
1.5 N 5.4 W SH29/US81, Stephens, OK
Built 2000 Load: 22.0 t ADT: 100
U.S. 70
FairOver: LAKE TEXOMA(ROOSEVELT)
MARSHALL CO. LINE, Bryan, OK
Built 1948 Load: 22.1 t ADT: 7,800
FAU 3353 (WATER ST
FairOver: TOWN BRANCH CREEK
0.2 MI N OF US62, Cherokee, OK
Built 1950 Load: 22.1 t ADT: 400
E0360
FairOver: CREEK
4M N. & 4.4 M E. OF ADAIR, Mayes, OK
Built 1941 Load: 22.2 t ADT: 25
IRR N4550
FairOver: CREEK
N4550E0130007, Ottawa, OK
Built 1938 Load: 22.2 t ADT: 100
N3440
FairOver: COUNCIL CREEK
6W 0.25N JCT SH51/SH18, Payne, OK
Built 1936 Load: 22.2 t ADT: 100
N4650 (2120C)
FairOver: CREEK
3.5SE OF GROVE, Delaware, OK
Built 1938 Load: 22.3 t ADT: 50
N3950
FairOver: BURGESS CREEK
1.5 S; 1.5 W SCHULTER, Okmulgee, OK
Built 1990 Load: 22.3 t ADT: 100
5788C
FairOver: CREEK
6 MILES EAST OF HOMINY, Osage, OK
Built 1930 Load: 22.3 t ADT: 75
E0830
FairOver: YELLOW WATER DITCH
4S .5E SH51B/104 INT, Wagoner, OK
Built 2018 Load: 22.3 t ADT: 50
1032C
FairOver: HICKORY CREEK
1.4W&.4N / JCT US77&SH77S, Carter, OK
Built 1996 Load: 22.4 t ADT: 260
FAU 4030(GRAND AVE
FairOver: CREEK
.4E OF US81 ON GRAND AVE, Grady, OK
Built 1988 Load: 22.4 t ADT: 847
S.H. 10
FairOver: CREEK
0.1 MI S US60, Ottawa, OK
Built 1944 Load: 22.4 t ADT: 3,800
0884C
FairOver: CREEK
4. E 1.3 S OF SH 19, Caddo, OK
Built 1996 Load: 22.5 t ADT: 50
IRR E1440
FairOver: CREEK
2. N 2.9 E OF SH 19, Caddo, OK
Built 1997 Load: 22.5 t ADT: 50
S HOLLY AVE.
FairOver: CREEK
.2S OF VANDAMENT, Canadian, OK
Built 1956 Load: 22.5 t ADT: 500
E1920
FairOver: CREEK
2. N .7E OF US 77 & SH142, Carter, OK
Built 1930 Load: 22.5 t ADT: 300
Showing 5,551-5,600 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 |