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
U.S. 69
FairOver: CREEK
1.6 N JCT SH 113, Pittsburg, OK
Built 1963 Load: 79.9 t ADT: 14,900
S.H. 43
FairOver: MCGEE CREEK O'FLOW
13.34 E JCT US-69, Atoka, OK
Built 1967 Load: 80.0 t ADT: 480
I-35
FairOver: CREEK
0.6 MI N OF MEMORIAL RD., Oklahoma, OK
Built 1954 Load: 80.0 t ADT: 66,900
6984C
FairOver: CREEK
5.5 N 1.0 E HARRISBURG, Stephens, OK
Built 1993 Load: 80.1 t ADT: 150
S.H. 31
FairOver: CREEK
11.4 MI NE US75, Coal, OK
Built 1935 Load: 80.4 t ADT: 490
U.S. 169
FairOver: MINGO CREEK
0.01 MI S 51 ST., Tulsa, OK
Built 1976 Load: 80.6 t ADT: 123,200
E1770
FairOver: CREEK
4.9E OF CONNERVILLE, Johnston, OK
Built 2015 Load: 80.7 t ADT: 125
N3190
FairOver: CREEK
1.5E 2.3N OF I-35/US60, Kay, OK
Built 2012 Load: 80.7 t ADT: 75
6234C
FairOver: ROCK CREEK
.4 S & 4.7 W OF ROFF, Pontotoc, OK
Built 1981 Load: 80.7 t ADT: 895
S.H. 77 SCENIC
FairOver: CREEK
0.6 MI E JCT I-35, Love, OK
Built 1953 Load: 81.3 t ADT: 660
E560 RD
FairOver: CREEK
.2W .4N 1.7W LOCUST GROVE, Mayes, OK
Built 2000 Load: 81.4 t ADT: 100
N4270
FairOver: CREEK
2.1 W OF SHOALS, Choctaw, OK
Built 1988 Load: 81.6 t ADT: 75
E0050
FairOver: CROOKED CREEK
3.7S 6E MANCHESTER, Grant, OK
Built 2009 Load: 81.6 t ADT: 75
IRR E0400
FairOver: COON CREEK
4.5N .2W OF US117/CIM TP, Noble, OK
Built 2020 Load: 81.6 t ADT: 50
N3160 ( DOUGLAS )
FairOver: SILVER CREEK
.1N OF NE 36TH ON DOUGLAS, Oklahoma, OK
Built 2010 Load: 81.6 t ADT: 2,000
S.H. 71
FairOver: BELLE STAR CREEK
0.5 MI E MCINTOSH CO, Muskogee, OK
Built 1958 Load: 81.7 t ADT: 550
U.S. 59
FairOver: S.BRANCH SALLISAW CREEK
10.2 MI.N.SEQUOYAH CL, Adair, OK
Built 1935 Load: 82.2 t ADT: 4,400
S.H. 2
FairOver: CREEK
15.38 N PUSHMATAHA C/L, Latimer, OK
Built 1932 Load: 82.3 t ADT: 800
S.H. 22
FairOver: CREEK
4.6 MI E & S JCT SH99, Johnston, OK
Built 1976 Load: 82.4 t ADT: 520
INDIANA AVE.
FairOver: SANDY CREEK
CITY OF ATOKA, Atoka, OK
Built 1965 Load: 82.5 t ADT: 150
N2560
FairOver: CREEK
3.5N OF ALINE, Alfalfa, OK
Built 2015 Load: 82.6 t ADT: 100
CEMETERY RD.
FairOver: WEST BRANCH BOONE CREEK
0.2 E 48TH AVE SE, Cleveland, OK
Built 1990 Load: 82.6 t ADT: 100
E0860
FairOver: DEER CREEK
7. N 1.2 E OF CUSTER CITY, Custer, OK
Built 1990 Load: 82.6 t ADT: 25
E0330 (2116C)
FairOver: CREEK
5.5SE OF GROVE, Delaware, OK
Built 2001 Load: 82.6 t ADT: 150
N3230
FairOver: N. STILLWATER CREEK
4.5E 4.3S OF I-35/US77, Noble, OK
Built 2007 Load: 82.6 t ADT: 50
E1269 (6718C)
FairOver: WEWOKA CREEK TRIB.
.1N 1.7E OF LIMA, Seminole, OK
Built 2016 Load: 82.6 t ADT: 675
E0250
FairOver: CREEK
4.6N 2.1W OF WAYNOKA, Woods, OK
Built 2011 Load: 82.6 t ADT: 20
S.H. 58
FairOver: CREEK
2.0 MI S JCT US 60, Major, OK
Built 1963 Load: 82.7 t ADT: 1,900
E1330
FairOver: CREEK
2.6W; 1S OF COLE, McClain, OK
Built 2009 Load: 83.2 t ADT: 100
S.H. 51
FairOver: SAND CREEK
5.3 MI E JCT SH 99, Creek, OK
Built 1972 Load: 83.5 t ADT: 2,300
2038C
FairOver: CREEK
9.5 MI N SH 33, Custer, OK
Built 1984 Load: 83.5 t ADT: 50
E0540
FairOver: CREEK
5S .4E OF COVINGTON, Garfield, OK
Built 2001 Load: 83.5 t ADT: 24
I-35 SD
FairOver: CREEK
800' WEST OF I-35, Cleveland, OK
Built 1967 Load: 83.6 t ADT: 10,000
N3190
FairOver: CREEK
1W .7S OF WHITEBREAD, Garvin, OK
Built 2013 Load: 83.6 t ADT: 100
U.S. 59 BYPASS
FairOver: CREEK
2.76 MI.N.JCT US271, Le Flore, OK
Built 2000 Load: 84.0 t ADT: 500
S.H. 18
FairOver: WEST BEAVER CREEK
10.8 MI. N. JCT. S.H. 66, Lincoln, OK
Built 2014 Load: 84.1 t ADT: 2,200
S.H. 50
FairOver: CREEK
10.2 MI N JCT SH 15, Woodward, OK
Built 1959 Load: 84.1 t ADT: 1,100
N2800
FairOver: SAND CREEK
1.7N OF SAND CREEK, Grant, OK
Built 1960 Load: 84.4 t ADT: 24
N3460
FairOver: CREEK
3N 2E .7N OF SH18/SH105, Lincoln, OK
Built 2001 Load: 84.4 t ADT: 100
S.H. 270
FairOver: CREEK
2.2 MI S JCT US62, Oklahoma, OK
Built 1976 Load: 84.4 t ADT: 5,200
E0625 (12TH ST)
FairOver: DUCK CREEK
.2E OF WESTERN ON 12TH, Payne, OK
Built 2010 Load: 84.6 t ADT: 1,000
RICHMOND RD.(E0580
FairOver: CREEK
RICHMOND\BETHEL RD.3E, Payne, OK
Built 2004 Load: 84.8 t ADT: 25
E0940
FairOver: CREEK
.4E OF CHOCTAW RD., Oklahoma, OK
Built 2008 Load: 84.9 t ADT: 120
E1610
FairOver: CREEK
1.8W 3N OF SH29, Stephens, OK
Built 2005 Load: 85.1 t ADT: 50
S.H. 11
FairOver: CREEK
5.8 MI E JCT US 81, Grant, OK
Built 1926 Load: 85.2 t ADT: 1,400
S.H. 9
FairOver: CREEK
4.4 MI E JCT US77, Cleveland, OK
Built 1963 Load: 85.3 t ADT: 9,100
N3300
FairOver: CREEK
3E 3.3N OF PECKHAM, Kay, OK
Built 2014 Load: 85.3 t ADT: 38
FAU 1494 COUNTY
FairOver: POTEAU RIVER
1.5 MI E OF PANAMA, Le Flore, OK
Built 1991 Load: 85.3 t ADT: 300
N3530
FairOver: CREEK
1.4S & 2.7E OF UNION HILL, Pontotoc, OK
Built 1995 Load: 85.3 t ADT: 400
U.S. 70
FairOver: CREEK
8.1 MI E JEFFERSON C/L, Carter, OK
Built 1969 Load: 85.5 t ADT: 9,000
Showing 12,101-12,150 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.