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
S.H. 6
GoodOver: CREEK
0.7 NE JCT S.H. 5, Jackson, OK
Built 1945 Load: 19.6 t ADT: 690
S.H. 32
GoodOver: BIRD BAKER CREEK
17.0 MI E JCT US81, Jefferson, OK
Built 1944 Load: 19.6 t ADT: 380
S.H. 48
GoodOver: CREEK
5.8 MI S JCT SH7, Johnston, OK
Built 1939 Load: 19.6 t ADT: 2,600
S.H. 33
GoodOver: WALNUT CREEK
8.7 MI E JCT US 81, Kingfisher, OK
Built 1937 Load: 19.6 t ADT: 1,900
S.H. 33
GoodOver: CREEK
7.3 MI E JCT US 81, Kingfisher, OK
Built 1939 Load: 19.6 t ADT: 2,000
S.H. 51
GoodOver: CREEK
.5 MI W JCT US 81, Kingfisher, OK
Built 1940 Load: 19.6 t ADT: 3,600
S.H. 9
GoodOver: CREEK
8.3 MI E GREER C/L, Kiowa, OK
Built 1937 Load: 19.6 t ADT: 2,100
S.H. 9
GoodOver: CREEK
3.9 MI E GREER C/L, Kiowa, OK
Built 1938 Load: 19.6 t ADT: 1,200
S.H. 9
GoodOver: CREEK
4.6 MI E GREER C/L, Kiowa, OK
Built 1938 Load: 19.6 t ADT: 1,200
S.H. 1
GoodOver: CREEK
1.52 E PITTSBURG C/L, Latimer, OK
Built 1938 Load: 19.6 t ADT: 1,400
S.H. 63
GoodOver: CREEK
9.43 E JCT US-271, Le Flore, OK
Built 1938 Load: 19.6 t ADT: 1,100
S.H. 83
GoodOver: CREEK
6.57 E JCT US-59, Le Flore, OK
Built 1939 Load: 19.6 t ADT: 2,200
S.H. 63
GoodOver: CREEK
10.41 E JCT US-271, Le Flore, OK
Built 1941 Load: 19.6 t ADT: 1,100
S.H. 63
GoodOver: CREEK
12.54 E JCT US-271, Le Flore, OK
Built 1941 Load: 19.6 t ADT: 1,100
S.H. 63
GoodOver: CREEK
9.42 W JCT US-259, Le Flore, OK
Built 1941 Load: 19.6 t ADT: 610
S.H. 63
GoodOver: CREEK
10.90 E JCT US-271, Le Flore, OK
Built 1941 Load: 19.6 t ADT: 1,100
U.S. 62
GoodOver: SHAN CREEK
12 MI E JCT SH 18, Lincoln, OK
Built 1940 Load: 19.6 t ADT: 3,500
S.H. 74E
GoodOver: SAND CREEK
1.3 MI E MARSHALL, Logan, OK
Built 1937 Load: 19.6 t ADT: 350
E2130
GoodOver: CREEK
.5 W 1. S OF I-35, Love, OK
Built 1938 Load: 19.6 t ADT: 100
4332 MAJOR
GoodOver: CREEK
1.5 E 2.8 S OF US 77, Love, OK
Built 1938 Load: 19.6 t ADT: 75
4304C MAJOR
GoodOver: S. BRANCH HICKORY CREEK
1.0 MI W I-35, Love, OK
Built 1950 Load: 19.6 t ADT: 336
E2130
GoodOver: BILL'S CREEK
.3 W 1. S OF US 77, Love, OK
Built 1965 Load: 19.6 t ADT: 100
4322C MAJOR
GoodOver: CHEROKEE CREEK
4.2 N 1.0 E JCT SH96/SH32, Love, OK
Built 1997 Load: 19.6 t ADT: 196
U.S. 69
GoodOver: CREEK
1.4 MI N WAGONER C/L, Mayes, OK
Built 1938 Load: 19.6 t ADT: 10,500
S.H. 28
GoodOver: CREEK
6.9 MI E JCT US 69, Mayes, OK
Built 1941 Load: 19.6 t ADT: 4,900
E0360
GoodOver: BITTER CREEK
4N .2W OF HWY 28, Mayes, OK
Built 2010 Load: 19.6 t ADT: 100
E0630
GoodOver: CREEK
5.7 S 3W CHOUTEAU, Mayes, OK
Built 2022 Load: 19.6 t ADT: 500
N3090
GoodOver: CREEK
4E .2S OF CRINER, McClain, OK
Built 1939 Load: 19.6 t ADT: 100
N3090
GoodOver: CREEK
4E 1.7S OF CRINER, McClain, OK
Built 1939 Load: 19.6 t ADT: 100
S.H. 52
GoodOver: CARKUS CREEK
1.5 S JCT SH-9, McIntosh, OK
Built 1940 Load: 19.6 t ADT: 480
S.H. 10
GoodOver: MANARD TRIB.
19.1 MI N C/L, Muskogee, OK
Built 1942 Load: 19.6 t ADT: 2,000
U.S. 77
GoodOver: CREEK
1.3 MI N JCT US64, Noble, OK
Built 1940 Load: 19.6 t ADT: 2,300
S.H. 48
GoodOver: CREEK
4.9 MI N JCT US 62, Okfuskee, OK
Built 1939 Load: 19.6 t ADT: 1,400
N3200 (HIWASSEE
GoodOver: CREEK
.8S.OF NE 10TH ON HI., Oklahoma, OK
Built 1938 Load: 19.6 t ADT: 500
N3220 (CHOCTAW RD)
GoodOver: CREEK
.1S OF NE 50TH, Oklahoma, OK
Built 1939 Load: 19.6 t ADT: 1,500
N3220 (CHOCTAW RD)
GoodOver: CHOCTAW CREEK
.1S OF NE 23 ST, Oklahoma, OK
Built 1986 Load: 19.6 t ADT: 3,000
PEEBLY RD.
GoodOver: CREEK
.9 S OF SE 59TH, Oklahoma, OK
Built 1994 Load: 19.6 t ADT: 770
SW 25TH ST.
GoodOver: BROCK CREEK
1 BLK E OF PENN AVE., Oklahoma, OK
Built 2000 Load: 19.6 t ADT: 5,700
N3215
GoodOver: CREEK
100' S OF US62 ON HARPER, Oklahoma, OK
Built 2000 Load: 19.6 t ADT: 500
N3915
GoodOver: BUCKS BRANCH
4 MILES NORTH OF SKIATOOK, Osage, OK
Built 1985 Load: 19.6 t ADT: 100
36TH STREET N.
GoodOver: CREEK
3.2N TULSA C/L, Osage, OK
Built 2008 Load: 19.6 t ADT: 2,477
N. 41ST. W. AVE.
GoodOver: CREEK
3.4N OF TULSA C/L, Osage, OK
Built 2008 Load: 19.6 t ADT: 746
N3826
GoodOver: BIRD CREEK TRIB.
1W OF BARNSDALL, Osage, OK
Built 2013 Load: 19.6 t ADT: 475
U.S. 69
GoodOver: CREEK
2.4 MI N US 69A, Ottawa, OK
Built 1938 Load: 19.6 t ADT: 2,400
FAU 3781 (ELM ST)
GoodOver: QUAIL CREEK
ELM ST. @ 15TH NE, Ottawa, OK
Built 1989 Load: 19.6 t ADT: 3,700
MAPLE STREET
GoodOver: NORTH SIDE CREEK
.25 MI N OF AFTON, Ottawa, OK
Built 2006 Load: 19.6 t ADT: 100
N4500 (IRR MONROE)
GoodOver: CREEK
1 BLK N ST ON MONROE, Ottawa, OK
Built 2008 Load: 19.6 t ADT: 50
U.S. 270
GoodOver: CREEK
2.05 E HUGHES C/L, Pittsburg, OK
Built 1940 Load: 19.6 t ADT: 3,800
S.H. 31
GoodOver: CREEK
10.09 E JCT SH 31A, Pittsburg, OK
Built 1939 Load: 19.6 t ADT: 230
S.H. 31
GoodOver: CREEK
15.92 E JCT US 270, Pittsburg, OK
Built 1941 Load: 19.6 t ADT: 1,800
Showing 13,351-13,400 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.