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
E1770
FairOver: BEAVER CREEK
6M N & 3M E JCT SH53&SH65, Cotton, OK
Built 1988 Load: 43.4 t ADT: 100
1748C
FairOver: SNAKE CREEK
6 M N & .6 M E JCT 5&277, Cotton, OK
Built 1990 Load: 43.4 t ADT: 100
1820C
FairOver: PAWPAW CREEK
5.NW OF VINITA, Craig, OK
Built 1985 Load: 43.4 t ADT: 50
IRR FAS 1817
FairOver: CABIN CREEK
1.2 MI W SH 2, Craig, OK
Built 1985 Load: 43.4 t ADT: 100
1824C
FairOver: BIG CABIN CREEK
3.S OF VINITA, Craig, OK
Built 1988 Load: 43.4 t ADT: 100
E0441 (2130C)
FairOver: SPAVINAW CREEK
10SW OF JAY, Delaware, OK
Built 2001 Load: 43.4 t ADT: 100
N3120
FairOver: WEST ROCK CREEK
2.5 W .8 N ELMORE CITY, Garvin, OK
Built 1989 Load: 43.4 t ADT: 100
E0142
FairOver: CREEK
.5S .75E OF MEDFORD, Grant, OK
Built 2017 Load: 43.4 t ADT: 60
E1950
FairOver: NORTH MUD CREEK
.8W OF SH89, Jefferson, OK
Built 1991 Load: 43.4 t ADT: 50
N3070
FairOver: SKELETON CREEK
3E 4.7S OF SH74/SH51, Logan, OK
Built 1985 Load: 43.4 t ADT: 100
E0600
FairOver: MIDDLE BEAVER CREEK
3.0 MI W OF ORLANDO, Logan, OK
Built 1991 Load: 43.4 t ADT: 50
N3010
FairOver: ROCK CREEK
.3W 1.7S OF LOVELL, Logan, OK
Built 1998 Load: 43.4 t ADT: 75
N3070
FairOver: WOLF CREEK
.2N 3.5E 3.2N OF CRESCENT, Logan, OK
Built 2002 Load: 43.4 t ADT: 50
N3304
FairOver: LITTLE HICKORY CREEK
.4 E 5.3 N OF SH 32, Love, OK
Built 1989 Load: 43.4 t ADT: 100
E1450
FairOver: TOMIKE CREEK
1.2E .3S OF ROSEDALE, McClain, OK
Built 1987 Load: 43.4 t ADT: 100
E1010(WILSHIRE BL
FairOver: N. CANADIAN RIVER
.2E 1S 1.7E OF JONES, Oklahoma, OK
Built 1982 Load: 43.4 t ADT: 100
NW 172ND ST.
FairOver: CHISHOLM CREEK
.2E OF WESTERN AVE, Oklahoma, OK
Built 1984 Load: 43.4 t ADT: 250
FAS 5747
FairOver: SAUCY CALF CREEK
3.0 MI N SH 11, Osage, OK
Built 1982 Load: 43.4 t ADT: 115
E0520
FairOver: RANCH CREEK
2N 2.1 W OF HALLET, Pawnee, OK
Built 1992 Load: 43.4 t ADT: 75
N3450
FairOver: MUD CREEK
3W 4.6N OF SH15/SH18, Pawnee, OK
Built 1995 Load: 43.4 t ADT: 50
N3550
FairOver: CRYSTAL CREEK
.2S 1.7E .3N OF SKEDEE, Pawnee, OK
Built 2002 Load: 43.4 t ADT: 75
BRUSH CRK (N3360)
FairOver: STILLWATER CREEK
BRUSH CRK & 19TH ST .9S, Payne, OK
Built 1982 Load: 43.4 t ADT: 100
N4190
FairOver: CREEK
0.6 MI S OF E0450, Rogers, OK
Built 1988 Load: 43.4 t ADT: 250
E1610
FairOver: LITTLE BEAVER CREEK
3.0 MI W OF US 81, Stephens, OK
Built 1990 Load: 43.4 t ADT: 100
E1700
FairOver: CREEK
7N 2.6E OF VELMA, Stephens, OK
Built 2013 Load: 43.4 t ADT: 100
7436C MAJOR
FairOver: CANEY RIVER
3. N 1.4 W OF US 75, Washington, OK
Built 1983 Load: 43.4 t ADT: 311
7434C MAJOR
FairOver: CANEY RIVER
4.1 MI N OF OCHELATA, Washington, OK
Built 1985 Load: 43.4 t ADT: 1,245
7452C
FairOver: DOUBLE CREEK
14.5S.&3E.OF JCT US75&60, Washington, OK
Built 1988 Load: 43.4 t ADT: 132
E0320
FairOver: CANEY RIVER
12S.&5.1E. JCT US75&US60, Washington, OK
Built 1996 Load: 43.4 t ADT: 100
E0370
FairOver: CREEK
17S 2.9E JCT US75/US60E, Washington, OK
Built 2002 Load: 43.4 t ADT: 100
N2550
FairOver: EAGLE CHIEF CREEK TRIB.
4.7W & N OF ALINE, Alfalfa, OK
Built 2012 Load: 43.5 t ADT: 100
E0230
FairOver: WAGON CREEK
2.8E .9N OF JET, Alfalfa, OK
Built 2016 Load: 43.5 t ADT: 100
E0220
FairOver: CREEK
5N; 2.9E OF BALKO, Beaver, OK
Built 2007 Load: 43.5 t ADT: 50
E1770
FairOver: CREEK
0.6 MI E OF SH 7 & 76, Carter, OK
Built 1998 Load: 43.5 t ADT: 100
E2000
FairOver: CREEK
2.3E OF SH76; 4S OF US70, Carter, OK
Built 2004 Load: 43.5 t ADT: 200
S.H. 325
FairOver: CREEK
21.4 MI E OKLA. S/L, Cimarron, OK
Built 1935 Load: 43.5 t ADT: 100
S.H. 31
FairOver: CREEK
11.0 MI NE US75, Coal, OK
Built 1935 Load: 43.5 t ADT: 490
S.H. 7 EB
FairOver: BEAVER CREEK
1.6 MI.E.JCT. SH65, Comanche, OK
Built 1997 Load: 43.5 t ADT: 4,000
IRR E1580
FairOver: CREEK
1E 1.8S OF JCT SH65/17, Comanche, OK
Built 1998 Load: 43.5 t ADT: 25
IRR E1710
FairOver: CREEK
2N 1.2E I-44/SH36, Comanche, OK
Built 1999 Load: 43.5 t ADT: 100
S.H. 66
FairOver: ROCK CREEK
W. EDGE OF SAPULPA, Creek, OK
Built 2008 Load: 43.5 t ADT: 10,200
N2380
FairOver: LITTLE DEER CREEK
2.6 MI S OF THOMAS, Custer, OK
Built 1930 Load: 43.5 t ADT: 50
E1020
FairOver: TURTLE CREEK
1.5N. 2.7E. OF CLINTON, Custer, OK
Built 1941 Load: 43.5 t ADT: 24
E0860
FairOver: CREEK
1.8 N 5.8 E OF THOMAS, Custer, OK
Built 1987 Load: 43.5 t ADT: 25
N4520
FairOver: FLY CREEK
2 NW OF BERNICE, Delaware, OK
Built 2017 Load: 43.5 t ADT: 100
E0520
FairOver: CROWS NEST CREEK
3S .3E OF COVINGTON, Garfield, OK
Built 2009 Load: 43.5 t ADT: 100
N2770
FairOver: COLDWATER CREEK
.1N4.3W1.2N OF HILLSDALE, Garfield, OK
Built 2011 Load: 43.5 t ADT: 24
E1520
FairOver: CREEK
3E OF ERIN SPRINGS, Garvin, OK
Built 2023 Load: 43.5 t ADT: 100
2608C
FairOver: CREEK
3.9 MI E AMBER, Grady, OK
Built 1985 Load: 43.5 t ADT: 537
E1290
FairOver: CREEK
1. S 5.5 E OF AMBER, Grady, OK
Built 1993 Load: 43.5 t ADT: 100
Showing 10,901-10,950 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.