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
N2950
FairOver: CREEK
.4 W .1 N OF MIDDLEBURG, Grady, OK
Built 1960 Load: 15.4 t ADT: 50
E1290
FairOver: WEST BITTER CREEK
2.3E 7.N JCT US62 SH92, Grady, OK
Built 1987 Load: 15.4 t ADT: 100
N2910
FairOver: CREEK
.7E .8N JCT US62 SH39, Grady, OK
Built 1989 Load: 15.4 t ADT: 100
E1280
FairOver: CREEK
5.N US62 5.1W US 81, Grady, OK
Built 1994 Load: 15.4 t ADT: 50
E0120
FairOver: CREEK
2.2N 1.3W OF MEDFORD, Grant, OK
Built 2001 Load: 15.4 t ADT: 24
E0290
FairOver: NINE MILE CREEK
5.2S 4.7W OF POND CREEK, Grant, OK
Built 2002 Load: 15.4 t ADT: 24
E0280
FairOver: CREEK
1N 4.4W OF THREE SANDS, Kay, OK
Built 1938 Load: 15.4 t ADT: 50
N3250
FairOver: CREEK
.1S 7.5E OF US60/I-35, Kay, OK
Built 1938 Load: 15.4 t ADT: 75
E0220
FairOver: CREEK
7.8E OF I-35/US60, Kay, OK
Built 1939 Load: 15.4 t ADT: 50
N3160
FairOver: CREEK
3S 1.5W .6N OF US60/I-35, Kay, OK
Built 1930 Load: 15.4 t ADT: 24
N2150
FairOver: CREEK
11. W 4.4 N OF MT PARK, Kiowa, OK
Built 1980 Load: 15.4 t ADT: 100
IRR 3932C
FairOver: HOG CREEK
4.5 N .3 E OF BENGAL, Latimer, OK
Built 1940 Load: 15.4 t ADT: 100
ROBBERS CAVE RD
FairOver: COON CREEK
0.3 S LAKE CARLTON, Latimer, OK
Built 1945 Load: 15.4 t ADT: 50
E0750
FairOver: CORDUROY CREEK
4.N 4.3W OF SH105 & US177, Lincoln, OK
Built 1920 Load: 15.4 t ADT: 100
E0890
FairOver: BELLCOW CREEK
.4N 1.4W OF I-44 & SH18, Lincoln, OK
Built 1974 Load: 15.4 t ADT: 100
N3520
FairOver: DRY CREEK
.2N 1.8E .6S OF DAVENPORT, Lincoln, OK
Built 1988 Load: 15.4 t ADT: 100
E1010
FairOver: COON CREEK
2.9 S .3 W OF MILLS, Lincoln, OK
Built 1996 Load: 15.4 t ADT: 100
E0640
FairOver: CREEK
2S 2.7W SH74E/SH51, Logan, OK
Built 1930 Load: 15.4 t ADT: 100
N3075
FairOver: CREEK
1.7S 4E .7S OF SH74C/SH74, Logan, OK
Built 1940 Load: 15.4 t ADT: 100
N2510
FairOver: CREEK
3W 5.7N OF FAIRVIEW, Major, OK
Built 1991 Load: 15.4 t ADT: 52
E1430
FairOver: SECOND CREEK
1W 1N 1.8W OF STEALY, McClain, OK
Built 2002 Load: 15.4 t ADT: 100
5020C
FairOver: BIG SANDY CREEK
1.6 MI E US 177, Murray, OK
Built 1960 Load: 15.4 t ADT: 225
E0480
FairOver: MULE CREEK
.6E OF SUMNER, Noble, OK
Built 1958 Load: 15.4 t ADT: 75
E1070
FairOver: CREEK
2.8 S PADEN, Okfuskee, OK
Built 1938 Load: 15.4 t ADT: 70
OLD 75 HWY/ 5608C
FairOver: B.N.S.F. R/R & CREEK
2.9 SE SH16, Okmulgee, OK
Built 1938 Load: 15.4 t ADT: 800
MCELROY RD.
FairOver: CREEK
MCELROY\CLAY RD .4E, Payne, OK
Built 1920 Load: 15.4 t ADT: 100
E1590
FairOver: CLEAR BOGGY CREEK
1.8 S & .2 W OF ALOSO, Pontotoc, OK
Built 1991 Load: 15.4 t ADT: 100
6844C
FairOver: MCEACHIN HOLLOW CEEK
3.1 MI NE OF 6806C, Sequoyah, OK
Built 1960 Load: 15.4 t ADT: 200
E1610
FairOver: CREEK
2. N 4.2 W OF US 81, Stephens, OK
Built 1938 Load: 15.4 t ADT: 100
N2990
FairOver: CREEK
4. W 3.6 N OF SH 53, Stephens, OK
Built 1950 Load: 15.4 t ADT: 50
6982C
FairOver: SANDY BEAR CREEK
3 M N 13.6 E DUNCAN LK, Stephens, OK
Built 1989 Load: 15.4 t ADT: 50
E1680
FairOver: CREEK
8.4W 1S JCT 81 / 7, Stephens, OK
Built 1991 Load: 15.4 t ADT: 100
FAS 7015
FairOver: TEEPEE CREEK
3. W 1.1 S OF 4 CORNERS, Texas, OK
Built 1963 Load: 15.4 t ADT: 100
N3960
FairOver: CREEK
LEWIS .4MI S 146 ST N., Tulsa, OK
Built 1940 Load: 15.4 t ADT: 100
N4020
FairOver: HORSEPEN CREEK
113TH STR .3 S. 166 ST N., Tulsa, OK
Built 1945 Load: 15.4 t ADT: 1,503
FAU 8320 (E 21 ST)
FairOver: MINGO CREEK
9500 E 21ST ST (WB), Tulsa, OK
Built 1984 Load: 15.4 t ADT: 2,350
FAU 8320 (E 21ST S
FairOver: MINGO CREEK
9500 E 21ST ST (EB), Tulsa, OK
Built 1984 Load: 15.4 t ADT: 11,575
N4488
FairOver: BLACKBIRD CREEK
3.2 W & 1.9 N OF MOODY, Cherokee, OK
Built 1995 Load: 15.5 t ADT: 100
N3870
FairOver: CREEK
7S OF SAPULPA, Creek, OK
Built 1940 Load: 15.5 t ADT: 1,350
N2910 (42ND)
FairOver: SKELETON CREEK
.8 N OF US64 ON 42ND, Garfield, OK
Built 1942 Load: 15.5 t ADT: 100
N4600
FairOver: SHILOH CREEK
1.5 W .1 N OF I-40, Sequoyah, OK
Built 1940 Load: 15.5 t ADT: 300
N2980
FairOver: CREEK
3E OF PIEDMONT, Canadian, OK
Built 1980 Load: 15.6 t ADT: 100
N4670 (FAS 2133)
FairOver: SPAVINAW CREEK
4N OF COLCORD, Delaware, OK
Built 1948 Load: 15.6 t ADT: 400
N4380
FairOver: KINGS CREEK
1.5S 0.9E S.H. 2/S.H. 9, Haskell, OK
Built 1938 Load: 15.6 t ADT: 100
E1110
FairOver: CREEK
1.4 E OF TAMAHA, Haskell, OK
Built 1939 Load: 15.6 t ADT: 100
E0995
FairOver: CREEK
.1S .5E OF OKTAHA, Muskogee, OK
Built 1939 Load: 15.6 t ADT: 100
D4293
FairOver: BRUSH CREEK
3.1S & 1.W JCT US412 & 69, Mayes, OK
Built 1930 Load: 15.7 t ADT: 25
FAS 5628
FairOver: CREEK
0.1 W US75, Okmulgee, OK
Built 1941 Load: 15.7 t ADT: 400
E0910
FairOver: CREEK
3.0 S; 0.8 E OK52-OK16, Okmulgee, OK
Built 1946 Load: 15.7 t ADT: 200
5622C
FairOver: SALT CREEK
0.2 S SH56, Okmulgee, OK
Built 1949 Load: 15.7 t ADT: 300
Showing 2,801-2,850 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 |