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
E1860
FairOver: CREEK
1.5 S 6.8 W OF HOLLISTER, Tillman, OK
Built 1939 Load: 19.1 t ADT: 30
N2270
FairOver: CREEK
3.1 N 3. W OF HOLLISTER, Tillman, OK
Built 1939 Load: 19.1 t ADT: 40
N2260
FairOver: CREEK
2.6 N 4. 4 W OF HOLLISTER, Tillman, OK
Built 1939 Load: 19.1 t ADT: 30
N2310
FairOver: CREEK
4.N 5.2E OF LOVELAND, Tillman, OK
Built 1939 Load: 19.1 t ADT: 50
E1820
FairOver: CREEK
2.5 N .9 W OF HOLLISTER, Tillman, OK
Built 1939 Load: 19.1 t ADT: 50
E1830
FairOver: CREEK
1.5N 1.E OF HOLLISTER, Tillman, OK
Built 1939 Load: 19.1 t ADT: 60
N2260
FairOver: CREEK
2.9 N 4. W OF HOLLISTER, Tillman, OK
Built 1939 Load: 19.1 t ADT: 30
E1750
FairOver: CREEK
2.S .2E OF MANITOU, Tillman, OK
Built 1939 Load: 19.1 t ADT: 30
N2270
FairOver: CREEK
2.4 N 3. W OF HOLLISTER, Tillman, OK
Built 1939 Load: 19.1 t ADT: 50
FAS 7105
FairOver: CREEK
6.9 E OF LOVELAND, Tillman, OK
Built 1940 Load: 19.1 t ADT: 100
FAS 7105
FairOver: CREEK
8.4 E OF LOVELAND, Tillman, OK
Built 1940 Load: 19.1 t ADT: 100
N2240
FairOver: CREEK
2.3 E .2 S OF FREDERICK, Tillman, OK
Built 1940 Load: 19.1 t ADT: 50
E1890
FairOver: CREEK
2.4 N 1.2 E OF DAVIDSON, Tillman, OK
Built 1940 Load: 19.1 t ADT: 60
E1890
FairOver: CREEK
2.4 N 3.8 E OF DAVIDSON, Tillman, OK
Built 1940 Load: 19.1 t ADT: 24
N2400
FairOver: CREEK
2.1N .7W OF GRANDFIELD, Tillman, OK
Built 1941 Load: 19.1 t ADT: 50
E1900
FairOver: CREEK
3.N .8W OF GRANFIELD, Tillman, OK
Built 1941 Load: 19.1 t ADT: 60
E1890
FairOver: CREEK
3.N .2E OF GRANDFIELD, Tillman, OK
Built 1941 Load: 19.1 t ADT: 50
FAS 7114
FairOver: CREEK
10.5 MI W FREDERICK, Tillman, OK
Built 1941 Load: 19.1 t ADT: 24
FAS 7105
FairOver: CREEK
2 MI S 9 W FREDERICK, Tillman, OK
Built 1941 Load: 19.1 t ADT: 24
7226C
FairOver: CREEK
MEMORIAL .5MI S 166 ST N., Tulsa, OK
Built 1925 Load: 19.1 t ADT: 586
N3995 (CHEROKEE)
FairOver: COAL CREEK
0.2 MI E OF ZOO ENTRANCE, Tulsa, OK
Built 1940 Load: 19.1 t ADT: 200
N3870 (OLD S.H. 97
FairOver: CREEK
OLD HWY 97 .5 MI S 41 ST, Tulsa, OK
Built 1940 Load: 19.1 t ADT: 100
7201C(201 ST. S.
FairOver: NORTH DUCK CREEK
201ST S. .8E UNION AVE, Tulsa, OK
Built 1940 Load: 19.1 t ADT: 552
N4008 (93 AVE.)
FairOver: BELL CREEK
3800 S 93 E AVE, Tulsa, OK
Built 1950 Load: 19.1 t ADT: 192
N4033 (S 136 E)
FairOver: BROOKHOLLOW CREEK
2800 S 136 E, Tulsa, OK
Built 1975 Load: 19.1 t ADT: 760
N4003 (S 87TH E)
FairOver: AUDUBON CREEK
2900 S 87 E, Tulsa, OK
Built 1989 Load: 19.1 t ADT: 864
N4010 MINGO RD
FairOver: CREEK
1W .7S of JCT US169/SH266, Tulsa, OK
Built 1960 Load: 19.1 t ADT: 9,000
E0687 (98TH ST)
FairOver: FRY DITCH CREEK #2
.2S of CREEK TP, Tulsa, OK
Built 1980 Load: 19.1 t ADT: 400
E0661 (E. 72ND ST)
FairOver: FRED CREEK
.3E .1S .1E 71ST/HARVARD, Tulsa, OK
Built 2013 Load: 19.1 t ADT: 100
N3973
FairOver: FRED CREEK
.3E .2S of 71ST/HARVARD, Tulsa, OK
Built 2013 Load: 19.1 t ADT: 100
E0630 (E. 41ST)
FairOver: SPUNKY CREEK
.9E of LYNN LN, Tulsa, OK
Built 1960 Load: 19.1 t ADT: 100
N3984 (S. FULTON)
FairOver: N. FORK LITTLE JOE
.4E .1N of 51ST, Tulsa, OK
Built 1993 Load: 19.1 t ADT: 100
FAS 7327
FairOver: ADAMS CREEK
2.3 MI N 71ST ON MIDWAY, Wagoner, OK
Built 1984 Load: 19.1 t ADT: 146
FAS 7331
FairOver: BILLY CREEK
3.2 MI W US 69, Wagoner, OK
Built 1993 Load: 19.1 t ADT: 60
E 1st Pl
FairOver: TRIB TO SPUNKY CREEK
.3 E COUNTY LINE RD, Wagoner, OK
Built 1940 Load: 19.1 t ADT: 100
FAS 7504
FairOver: TRAIL CREEK
3N 4.9E OF RETROP, Washita, OK
Built 1920 Load: 19.1 t ADT: 100
FAS 7514
FairOver: CREEK
7.1W OF COWDEN, Washita, OK
Built 1920 Load: 19.1 t ADT: 100
IRR E1160
FairOver: CREEK
1.6W 1.S OF COLONY, Washita, OK
Built 1920 Load: 19.1 t ADT: 25
FAS 7520
FairOver: CREEK
7.0 N 1.2 E COLONY, Washita, OK
Built 1920 Load: 19.1 t ADT: 50
E1230
FairOver: CAVALRY CREEK
4S .9W OF CORDELL, Washita, OK
Built 1920 Load: 19.1 t ADT: 25
FAS 7504
FairOver: CREEK
3N 5E OF RETROP, Washita, OK
Built 1920 Load: 19.1 t ADT: 100
E1270
FairOver: CREEK
1.5N 2.6W OF SENTINEL, Washita, OK
Built 1921 Load: 19.1 t ADT: 25
N2330
FairOver: CREEK
2.E 1.9S PF LAKE VALLE, Washita, OK
Built 1925 Load: 19.1 t ADT: 25
FAS 7501
FairOver: CREEK
6.0 E 2.8 S OF ROCKY, Washita, OK
Built 1925 Load: 19.1 t ADT: 50
E1290
FairOver: CREEK
1. S 6.9 E OF ROCKY, Washita, OK
Built 1925 Load: 19.1 t ADT: 25
FAS 7514
FairOver: CREEK
10.0 MI W COWDEN, Washita, OK
Built 1925 Load: 19.1 t ADT: 25
E1290
FairOver: CREEK
2.S 2.1E OF LAKE VALLE, Washita, OK
Built 1925 Load: 19.1 t ADT: 50
GRANT & 14 TH. ST.
FairOver: CREEK
.5W 1.1N OF CORDELL, Washita, OK
Built 1925 Load: 19.1 t ADT: 50
N2330
FairOver: OAK CREEK
7.W 2.4S OF COWDEN, Washita, OK
Built 1925 Load: 19.1 t ADT: 25
E1210
FairOver: SPRING CREEK
1. S 5.7 W OF DILL CITY, Washita, OK
Built 1925 Load: 19.1 t ADT: 25
Showing 4,451-4,500 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 |