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. 22
FairOver: CREEK
1.5 MI E JCT SH78, Johnston, OK
Built 1961 Load: 58.9 t ADT: 400
92ND ST (E0690)
FairOver: CREEK
92ND&FAIRGRNDS RD .3E, Payne, OK
Built 1997 Load: 58.9 t ADT: 75
N2520
FairOver: CREEK
6.6N 3W OF CARMEN, Alfalfa, OK
Built 2013 Load: 59.0 t ADT: 25
N2520 (FAS 0228)
FairOver: CREEK
2.2N OF 0222C, Alfalfa, OK
Built 2016 Load: 59.0 t ADT: 25
E0200
FairOver: COTTONWOOD CREEK TRIB.
6.1W 2S OF CHEROKEE, Alfalfa, OK
Built 2016 Load: 59.0 t ADT: 25
E0320
FairOver: WEST CLAY CREEK
1N 2W OF MC WILLIE, Alfalfa, OK
Built 2016 Load: 59.0 t ADT: 100
E0170
FairOver: COTTWOOD CREEK TRIB.
2W 1N .5W OF CHEROKEE, Alfalfa, OK
Built 2017 Load: 59.0 t ADT: 24
E1950 PRAIRIE RD
FairOver: CANEY CREEK O'FLOW
1.4E 2.0S OF BENTLEY, Atoka, OK
Built 1996 Load: 59.0 t ADT: 50
0828C
FairOver: CREEK
2.8 MI N SH 9, Caddo, OK
Built 1992 Load: 59.0 t ADT: 437
N4150
FairOver: POLE CREEK
1N 1W OF GAY, Choctaw, OK
Built 1968 Load: 59.0 t ADT: 24
U.S. 287
FairOver: CREEK
12.07 MI. N. JCT. US64, Cimarron, OK
Built 1935 Load: 59.0 t ADT: 2,200
U.S. 287
FairOver: CIMARRON VALLEY RR UNDER
.17N OF U.S. 56, Cimarron, OK
Built 2011 Load: 59.0 t ADT: 2,700
E1530
FairOver: CREEK
2.8E&1N OF JCT US277&SH17, Comanche, OK
Built 1993 Load: 59.0 t ADT: 100
N3090
FairOver: HONEY CREEK
2S .3W of FOSTER, Garvin, OK
Built 2015 Load: 59.0 t ADT: 100
E0260
FairOver: CREEK
.2N 2.8W OF SALT FORK, Grant, OK
Built 2015 Load: 59.0 t ADT: 36
E1520
FairOver: CREEK
2.4 N 1.5 W OF BLAIR, Jackson, OK
Built 1996 Load: 59.0 t ADT: 40
E0360
FairOver: DOE CREEK
1W 1N 2.1W OF RED ROCK, Noble, OK
Built 1995 Load: 59.0 t ADT: 24
E0390
FairOver: CREEK
2S 5.2E OF CERES, Noble, OK
Built 1995 Load: 59.0 t ADT: 100
IRR E0410
FairOver: SQUAW CREEK
3S .3E OF RED ROCK, Noble, OK
Built 2011 Load: 59.0 t ADT: 24
IRR E0360
FairOver: BIRD CREEK
2.2N 3.8E OF RED ROCK, Noble, OK
Built 2011 Load: 59.0 t ADT: 24
45TH ST.
FairOver: CREEK
1.5 MILES WEST OF SH-18, Pottawatomie, OK
Built 1992 Load: 59.0 t ADT: 800
N2330
FairOver: CREEK
.2S 4.2W 3.5S OF AVARD, Woods, OK
Built 1950 Load: 59.0 t ADT: 24
E0250
FairOver: CREEK
4.6N 3.3W OF WAYNOKA, Woods, OK
Built 2011 Load: 59.0 t ADT: 28
E0510
FairOver: CREEK
2.4E OF SHARON, Woodward, OK
Built 2009 Load: 59.0 t ADT: 100
N2420
FairOver: CREEK
LARK & DEAN RADER, Custer, OK
Built 1989 Load: 59.1 t ADT: 200
E0820
FairOver: PAWNEE CREEK
3S 2.2W OF SH33/SH74, Logan, OK
Built 1990 Load: 59.1 t ADT: 100
32ND ST (E0640)
FairOver: CREEK
32ND ST&WESTERN RD .9E, Payne, OK
Built 1994 Load: 59.1 t ADT: 500
U.S. 62
FairOver: BITTER CREEK O'FLOW
2.2 MI E S.H. 6, Jackson, OK
Built 1973 Load: 59.2 t ADT: 3,900
E1990
FairOver: CREEK
2.3S 2.2E OF SH76/US70A, Carter, OK
Built 2002 Load: 59.3 t ADT: 100
E0810
FairOver: GAR CREEK
2.5W OF HWY 74, Logan, OK
Built 1950 Load: 59.3 t ADT: 100
S.H. 18
FairOver: CREEK
1.4 MI N JCT SH 51, Payne, OK
Built 1935 Load: 59.3 t ADT: 1,500
E1350
FairOver: WALNUT CREEK BRANCH
2E OF WASHINGTON, McClain, OK
Built 2012 Load: 59.4 t ADT: 100
U.S. 283
FairOver: CREEK
4.9 MI N US60, Ellis, OK
Built 1933 Load: 59.5 t ADT: 2,300
E1400
FairOver: CREEK
5S 1.1W OF ANADARKO, Caddo, OK
Built 2005 Load: 59.7 t ADT: 100
TURNER TP (I-44)
FairOver: SALT CREEK
45.4 MI N E JCT I-35, Lincoln, OK
Built 1953 Load: 59.7 t ADT: 23,500
U.S. 283
FairOver: CREEK
6.0 MI N JCT S.H. 47, Roger Mills, OK
Built 1932 Load: 59.7 t ADT: 2,200
U.S. 64
FairOver: CREEK
7.7 MI E HARPER CO, Woods, OK
Built 1933 Load: 59.7 t ADT: 890
S.H. 29
FairOver: CREEK
9.2 MI E JCT US 77, Garvin, OK
Built 1953 Load: 59.8 t ADT: 1,800
N2640
FairOver: EAST CLAY CREEK
2W 1.8N OF SH45/SH58, Alfalfa, OK
Built 2012 Load: 59.9 t ADT: 100
E0220
FairOver: JACKSON CREEK
5. N .7 E OF BALKO, Beaver, OK
Built 1973 Load: 59.9 t ADT: 100
E2210
FairOver: CREEK
0.5 MI E OF YUBA, Bryan, OK
Built 1970 Load: 59.9 t ADT: 24
E2090
FairOver: WHITEGRASS CREEK
1.2 S.&3.7 E. OF BENNINGT, Bryan, OK
Built 1975 Load: 59.9 t ADT: 100
FORT SILL BLVD
FairOver: SITTING BEAR CREEK
FORT SILL ARMY POST, Comanche, OK
Built 1981 Load: 59.9 t ADT: 5,000
N3080
FairOver: CREEK
4.2E 1.6N OF COVINGTON, Garfield, OK
Built 1998 Load: 59.9 t ADT: 24
E0030
FairOver: SNAKE CREEK
9N 4.5W OF BUFFALO, Harper, OK
Built 1992 Load: 59.9 t ADT: 100
E0020
FairOver: CREEK
2.3E 1N .4E OF WILLARD, Harper, OK
Built 1987 Load: 59.9 t ADT: 45
N2044
FairOver: CREEK
TAYLOR & 6 TH. STREET, Jackson, OK
Built 1997 Load: 59.9 t ADT: 100
E1900
FairOver: CREEK
1.6N & 2.6E OF TISHOMINGO, Johnston, OK
Built 1983 Load: 59.9 t ADT: 100
E1900
FairOver: LITTLE SANDY CREEK
1.6 N 1.8E OF TISHOMINGO, Johnston, OK
Built 1983 Load: 59.9 t ADT: 100
3516C
FairOver: BLUE RIVER O'FLOW
.3 N & 1.8 W OF FOLSOM, Johnston, OK
Built 2000 Load: 59.9 t ADT: 200
Showing 11,751-11,800 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.