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 4517 ('A' ST)
FairOver: CANAL
BETW. SENECA & CREEK AVE., Pittsburg, OK
Built 1980 Load: 19.5 t ADT: 200
V.HUBERT SMITH DR.
FairOver: CREEK
600' E US-69B & SOUTH AV., Pittsburg, OK
Built 1977 Load: 19.5 t ADT: 350
WINTERSMITH
FairOver: CREEK
WINTERSMITH PARK, Pontotoc, OK
Built 1934 Load: 19.5 t ADT: 200
CONSTANT AVE.
FairOver: LITTLE SANDY CREEK
AT 5TH ST, Pontotoc, OK
Built 1999 Load: 19.5 t ADT: 500
CHAMBER LOOP
FairOver: LITTLE SANDY CREEK
.1W OF MISS., Pontotoc, OK
Built 1950 Load: 19.5 t ADT: 250
N3568 WINTERSMITH
FairOver: CREEK
IN PARK SOUTH END, Pontotoc, OK
Built 1934 Load: 19.5 t ADT: 200
S.H. 7
FairOver: CREEK
7.71 E JOHNSTON C/L, Atoka, OK
Built 1938 Load: 19.6 t ADT: 1,500
U.S. 70
FairOver: CREEK
8.22 E JCT SH-78, Bryan, OK
Built 1938 Load: 19.6 t ADT: 4,200
U.S. 70
FairOver: CREEK
12.22 E JCT SH-78, Bryan, OK
Built 1938 Load: 19.6 t ADT: 4,200
S.H. 22
FairOver: CREEK
4.27 E JOHNSTON C/L, Bryan, OK
Built 1939 Load: 19.6 t ADT: 480
S.H. 70E
FairOver: BRUSHY CREEK
12.45 E JCT SH-78, Bryan, OK
Built 1939 Load: 19.6 t ADT: 470
S.H. 22
FairOver: SIMON CREEK
6.21 E JOHNSTON C/L, Bryan, OK
Built 1939 Load: 19.6 t ADT: 1,200
U.S. 70
FairOver: MCGEE CREEK
18.92 E JCT SH-78, Bryan, OK
Built 1939 Load: 19.6 t ADT: 3,100
U.S. 70
FairOver: ROCK CREEK
8.70 E MARSHALL C/L, Bryan, OK
Built 1946 Load: 19.6 t ADT: 8,700
U.S. 70
FairOver: MINERAL BAYOU CREEK
10.96 E MARSHALL C/L, Bryan, OK
Built 1946 Load: 19.6 t ADT: 9,000
E1250
FairOver: CREEK O'FLOW
9. N 2.5 W OF US 62, Caddo, OK
Built 1934 Load: 19.6 t ADT: 50
E1320
FairOver: SUGAR CREEK
2. N 3.1 E OF US 62, Caddo, OK
Built 1940 Load: 19.6 t ADT: 100
S.H. 58
FairOver: CREEK
2.6 MI S JCT SH 152, Caddo, OK
Built 1940 Load: 19.6 t ADT: 1,400
0892C
FairOver: CREEK
1.5 MI S JCT US281/SH152, Caddo, OK
Built 1950 Load: 19.6 t ADT: 377
S.H. 53
FairOver: CREEK
2.2 MI E JCT SH76, Carter, OK
Built 1939 Load: 19.6 t ADT: 1,400
1138C/ E0770
FairOver: CREEK
4.0 MI E OF TAHLEQUAH, Cherokee, OK
Built 1938 Load: 19.6 t ADT: 300
S.H. 51
FairOver: WALL TRIP BRANCH
1.0 MI S US62, Cherokee, OK
Built 1939 Load: 19.6 t ADT: 3,200
S.H. 109
FairOver: CREEK
11.78 S & E JCT US-70, Choctaw, OK
Built 1945 Load: 19.6 t ADT: 200
S.H. 39
FairOver: CREEK
0.5 MI E JCT US77, Cleveland, OK
Built 1942 Load: 19.6 t ADT: 6,100
E1770
FairOver: CREEK
6 N & 1.5 W JCT SH5/SH65, Cotton, OK
Built 1998 Load: 19.6 t ADT: 100
N4440
FairOver: CREEK
3.E OF VITA, Craig, OK
Built 1932 Load: 19.6 t ADT: 100
IRR 1868C
FairOver: WILLOW CREEK
6.0 MI NW OF WELCH, Craig, OK
Built 1936 Load: 19.6 t ADT: 75
U.S. 69
FairOver: CREEK
0.5 MI N MAYES C/L, Craig, OK
Built 1938 Load: 19.6 t ADT: 8,100
1864C
FairOver: MUSTANG CREEK
.5N AT KETCHUM, Craig, OK
Built 1940 Load: 19.6 t ADT: 200
E0170
FairOver: SALT CREEK
2.0 MI SW OF CENTRALIA, Craig, OK
Built 1988 Load: 19.6 t ADT: 24
1824C
FairOver: CREEK
2.0N & 5.6W OF BIG CABIN, Craig, OK
Built 1995 Load: 19.6 t ADT: 62
E0250 HOPE RD.
FairOver: CREEK
.4W SH2 & 1N OF VINITA, Craig, OK
Built 2003 Load: 19.6 t ADT: 1,600
N4390
FairOver: CREEK
2W SH2 & 6N VINITA, Craig, OK
Built 2003 Load: 19.6 t ADT: 100
N4320
FairOver: PAWPAW CREEK
7N OF HWY 60, Craig, OK
Built 2011 Load: 19.6 t ADT: 100
N3785
FairOver: CREEK
.5S .4W 1.4S OF SLICK, Creek, OK
Built 1939 Load: 19.6 t ADT: 240
N3830
FairOver: CREEK
2.5N 1.E .5N OF EDNA, Creek, OK
Built 1943 Load: 19.6 t ADT: 100
FAU 4241 (HICKORY)
FairOver: ROCK CREEK
.3 S OF TAFT ST., Creek, OK
Built 1971 Load: 19.6 t ADT: 1,200
N3602 HARLEY AVE
FairOver: CREEK
3.5 BLKS S. OF EDISON SCH, Creek, OK
Built 1938 Load: 19.6 t ADT: 300
E. 91ST ST.
FairOver: POLECAT CREEK TRIB.
.25E BRENNER RD., Creek, OK
Built 2004 Load: 19.6 t ADT: 500
N3711
FairOver: CREEK
1W OF BRISTOW, Creek, OK
Built 1940 Load: 19.6 t ADT: 100
N4650
FairOver: CREEK
3.8NW OF SH 10&25 JCT, Delaware, OK
Built 1939 Load: 19.6 t ADT: 100
E0290
FairOver: DUCK CREEK
4W 1S OF BERNICE, Delaware, OK
Built 1939 Load: 19.6 t ADT: 100
U.S. 177
FairOver: CREEK
3.9 MI N MURRAY C/L, Garvin, OK
Built 1938 Load: 19.6 t ADT: 1,700
U.S. 177
FairOver: CREEK
4.6 MI N MURRAY C/L, Garvin, OK
Built 1938 Load: 19.6 t ADT: 1,700
U.S. 177
FairOver: CREEK
0.2 MI N MURRAY C/L, Garvin, OK
Built 1938 Load: 19.6 t ADT: 1,700
S.H. 19
FairOver: CREEK
6 MI E JCT US 77, Garvin, OK
Built 1941 Load: 19.6 t ADT: 2,400
S.H. 19
FairOver: CREEK
6.6 MI E JCT US 77, Garvin, OK
Built 1941 Load: 19.6 t ADT: 2,400
FAS 2540
FairOver: SANDY CREEK
3.4 MI E OF SH 29, Garvin, OK
Built 1941 Load: 19.6 t ADT: 100
S.H. 76
FairOver: CREEK
3.9 MI N CARTER C/L, Garvin, OK
Built 1942 Load: 19.6 t ADT: 1,300
S.H. 76
FairOver: CREEK
7.9 MI N STEPHENS CO, Garvin, OK
Built 1942 Load: 19.6 t ADT: 1,500
Showing 4,801-4,850 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 |