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
MUSKOGEE TP
GoodOver: COODY CREEK
2.6 MI'S S. JCT US 62, Muskogee, OK
Built 1968 Load: 26.4 t ADT: 6,700
E0910
GoodOver: ADAMS CREEK
1.0 S; 3.0 W PRESTON, Okmulgee, OK
Built 1993 Load: 26.4 t ADT: 100
N4609 (6830C)
GoodOver: CREEK
7.1N OF U.S. 64, Sequoyah, OK
Built 2017 Load: 26.4 t ADT: 2,785
S.H. 53
GoodOver: DRY CREEK O'FLOW
3.4 MI W JCT US 81, Stephens, OK
Built 1926 Load: 26.4 t ADT: 1,500
N4080 (209TH ST.)
GoodOver: BROKEN ARROW CREEK TRIB.
2W .5S OF ONETA, Wagoner, OK
Built 2005 Load: 26.4 t ADT: 540
U.S. 81
GoodOver: CREEK
6.8 MI N SH17, Grady, OK
Built 1967 Load: 26.5 t ADT: 6,300
S.H. 44
GoodOver: CREEK
5.0 MI N S.H. 9, Kiowa, OK
Built 1950 Load: 26.5 t ADT: 480
S.H. 44
GoodOver: CREEK
6.6 MI N S.H. 9, Kiowa, OK
Built 1950 Load: 26.5 t ADT: 480
S.H. 44
GoodOver: CREEK
6.8 MI N S.H. 9, Kiowa, OK
Built 1950 Load: 26.5 t ADT: 480
S.H. 44
GoodOver: CREEK
6.9 MI N S.H. 9, Kiowa, OK
Built 1950 Load: 26.5 t ADT: 480
S.H. 44
GoodOver: CREEK
5.8 MI N S.H. 9, Kiowa, OK
Built 1950 Load: 26.5 t ADT: 480
U.S. 62
GoodOver: CREEK
1.4 MI E TILLMAN C/L, Kiowa, OK
Built 1970 Load: 26.5 t ADT: 3,900
U.S. 62
GoodOver: CREEK
1.6 MI E JCT US 69, Muskogee, OK
Built 1972 Load: 26.5 t ADT: 25,000
N3870
GoodOver: CHECKER BOARD CREEK
4.0 E; 2.6 N SH16-CRK C/L, Okmulgee, OK
Built 1985 Load: 26.5 t ADT: 100
S.H. 152
GoodOver: CREEK
3.6 MI E TEXAS ST. LINE, Beckham, OK
Built 1952 Load: 26.6 t ADT: 2,600
S.H. 51
GoodOver: CREEK
11.9 MI E DEWEY C/L, Blaine, OK
Built 1946 Load: 26.6 t ADT: 790
S.H. 51
GoodOver: CREEK
6.0 MI. W. S.H. 8 OKEENE, Blaine, OK
Built 1946 Load: 26.6 t ADT: 790
S.H. 85
GoodOver: CREEK
0.4 MI E JCT SH 82, Craig, OK
Built 1948 Load: 26.6 t ADT: 3,000
S.H. 85
GoodOver: CREEK
0.8 MI E JCT SH 82, Craig, OK
Built 1948 Load: 26.6 t ADT: 3,000
S.H. 5
GoodOver: CREEK
3.7 MI S JCT U.S. 62, Harmon, OK
Built 1952 Load: 26.6 t ADT: 250
I-35 FRONTAGE RD.
GoodOver: CREEK
6.0 MI N CARTER C/L, Murray, OK
Built 1969 Load: 26.6 t ADT: 500
S.H. 56 SD
GoodOver: CREEK
40' N OF SH 56, Okfuskee, OK
Built 1949 Load: 26.6 t ADT: 50
S.H. 66
GoodOver: WILD HORSE CREEK
14.1 MI E OF JCT I-35, Oklahoma, OK
Built 1980 Load: 26.6 t ADT: 3,100
U.S. 270
GoodOver: CREEK
6.2 MI SE SH 3, Seminole, OK
Built 1927 Load: 26.6 t ADT: 6,200
U.S. 169
GoodOver: CREEK
5.1 MI N JCT I-44, Tulsa, OK
Built 1963 Load: 26.6 t ADT: 60,600
I-40 FRONTAGE RD.
GoodOver: CREEK
5.9 MI W I-40 BUS., Beckham, OK
Built 1926 Load: 26.7 t ADT: 100
I-40 BUS.
GoodOver: CREEK
IN EL-RENO, Canadian, OK
Built 1956 Load: 26.7 t ADT: 10,000
E1370 MOFFATT RD
GoodOver: POND CREEK
.4E 192ND AVE SE, Cleveland, OK
Built 2017 Load: 26.7 t ADT: 100
E1310 CEMETERY RD
GoodOver: CREEK
.2E 72ND STREET, Cleveland, OK
Built 2017 Load: 26.7 t ADT: 100
I-40
GoodOver: CREEK
0.8 MI E JCT I-40 BUS., Custer, OK
Built 1969 Load: 26.7 t ADT: 18,900
S.H. 9
GoodOver: CREEK
3.1 E JCT SH-82, Haskell, OK
Built 1927 Load: 26.7 t ADT: 6,100
U.S. 81
GoodOver: GREVS CREEK
5.7 MI N OK-TX S/L, Jefferson, OK
Built 1966 Load: 26.7 t ADT: 1,600
U.S. 77
GoodOver: CREEK
.6 MI NORTH OF JCT SH 51, Logan, OK
Built 1926 Load: 26.7 t ADT: 620
S.H. 28
GoodOver: CREEK
1.6 MI E JCT US 169, Nowata, OK
Built 1960 Load: 26.7 t ADT: 960
S.H. 19
GoodOver: CREEK
2.4 MI E GARVIN C/L, Pontotoc, OK
Built 1927 Load: 26.7 t ADT: 3,100
N4770
GoodOver: SHORT BRANCH
.4S OF SHORT, Sequoyah, OK
Built 2016 Load: 26.7 t ADT: 100
S.H. 58
GoodOver: CREEK
1.5 MI S S.H. 51 CANTON, Blaine, OK
Built 1950 Load: 26.8 t ADT: 870
E0775 (POWELL RD.)
GoodOver: TAHLEQUAH CREEK
1E 1S OF TAHLEQUAH, Cherokee, OK
Built 2001 Load: 26.8 t ADT: 150
E0715
GoodOver: STEELY SPRING CREEK
4.2N 3E OF TAHLEQUAH, Cherokee, OK
Built 2003 Load: 26.8 t ADT: 221
N4552
GoodOver: TELEMAY HOLLOW CREEK
3.2E .5N OF MOODY, Cherokee, OK
Built 2009 Load: 26.8 t ADT: 100
U.S. 287
GoodOver: CREEK
2.5 MI. S. JCT. US64, Cimarron, OK
Built 1935 Load: 26.8 t ADT: 2,100
N2690
GoodOver: CREEK
2. E .4 S OF OF SH 53, Cotton, OK
Built 2000 Load: 26.8 t ADT: 25
S.H. 9
GoodOver: CREEK
2.9 MI E OF HARMON C/L, Greer, OK
Built 1930 Load: 26.8 t ADT: 340
S.H. 9
GoodOver: GRANITE CR.-FLYNN BRANCH
5.8 MI E OF JCT U.S. 283, Greer, OK
Built 1986 Load: 26.8 t ADT: 1,200
S.H. 83
GoodOver: CREEK
1.96 E JCT US-59, Le Flore, OK
Built 1974 Load: 26.8 t ADT: 2,200
WILL ROGERS TPI-44
GoodOver: LITTLE PRYOR CREEK
30.5 MI.NE OF T.P.GATE, Mayes, OK
Built 1957 Load: 26.8 t ADT: 15,000
S.H. 9
GoodOver: CREEK
4.0 MI. E. JCT. US62, McClain, OK
Built 1976 Load: 26.8 t ADT: 16,000
S.H. 37
GoodOver: SAND CREEK
7.7 N-E TX S/L, McCurtain, OK
Built 1955 Load: 26.8 t ADT: 1,800
N4135
GoodOver: CREEK
.1N;.5E OF CARTER' CORNER, McIntosh, OK
Built 1945 Load: 26.8 t ADT: 100
S.H. 52
GoodOver: MOORE CREEK
5.96 N JCT US-266, Okmulgee, OK
Built 1954 Load: 26.8 t ADT: 1,600
Showing 14,101-14,150 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.