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. 66
FairOver: CREEK
0.2 MI. E. JCT. SH4, Canadian, OK
Built 1949 Load: 22.8 t ADT: 14,500
N2860
FairOver: CREEK
2E .4S OF UNION CITY, Canadian, OK
Built 2011 Load: 22.8 t ADT: 210
N2578
FairOver: NUMU CREEK
0.3 MI.N.JCT. SH 7, Comanche, OK
Built 1930 Load: 22.8 t ADT: 11,550
E0573
FairOver: CREEK
0.6 MI E JCT US 69, Mayes, OK
Built 1952 Load: 22.8 t ADT: 1,500
IRR FAS 5622
FairOver: DEEP FORK OVERFLOW
6.1 N SH56, Okmulgee, OK
Built 1938 Load: 22.8 t ADT: 100
S.H. 16
FairOver: SNAKE CREEK TRIB.
4.02 E JCT US-75, Okmulgee, OK
Built 1950 Load: 22.8 t ADT: 1,800
6618C
FairOver: CREEK
0.3 MI S OF E0380, Rogers, OK
Built 1937 Load: 22.8 t ADT: 250
S.H. 8
FairOver: SALT FORK ARKANSAS RIVER
1.6 MI.N.JCT.US64, Alfalfa, OK
Built 1957 Load: 22.9 t ADT: 1,800
S.H. 3E
FairOver: CREEK
5.7 MI E JCT SH 18, Pottawatomie, OK
Built 1926 Load: 22.9 t ADT: 5,000
S.H. 39
FairOver: HULEN CREEK
9.6 MI E C/L, Pottawatomie, OK
Built 1951 Load: 22.9 t ADT: 1,800
0436C
FairOver: FULTON CREEK
4. S 4.1 W OF BALKO, Beaver, OK
Built 1962 Load: 23.0 t ADT: 90
N2670
FairOver: CREEK
1W .2S OF PUMPKIN CTR, Comanche, OK
Built 2009 Load: 23.0 t ADT: 100
U.S. 81
FairOver: CREEK
2.9 MI S KANSAS ST.L., Grant, OK
Built 1927 Load: 23.0 t ADT: 750
S.H. 77 SCENIC
FairOver: CREEK
1.4 MI N JCT SH32, Love, OK
Built 1953 Load: 23.0 t ADT: 370
U.S. 281
FairOver: CREEK
6.5 MI N JCT US 60, Major, OK
Built 1938 Load: 23.0 t ADT: 900
U.S. 60
FairOver: GYPSUM CREEK
3.2 MI N JCT SH 58, Major, OK
Built 1978 Load: 23.0 t ADT: 2,800
4606C
FairOver: ELK CREEK
.3W OF RENTIESVILLE, McIntosh, OK
Built 1968 Load: 23.0 t ADT: 300
IRR FAS 5747
FairOver: QUAPAW CREEK
5.3N of SH 11, Osage, OK
Built 1940 Load: 23.0 t ADT: 200
IRR N4520
FairOver: HORSE CREEK
2.4 N. & 1.0 E. OF AFTON, Ottawa, OK
Built 1939 Load: 23.0 t ADT: 50
128TH ST. (E0720)
FairOver: CREEK
128TH ST & KARSTEN .5E, Payne, OK
Built 1996 Load: 23.0 t ADT: 50
GRAVEL RD, 36AT
FairOver: UNNAMED CREEK
SECTION 36AT, Pittsburg, OK
Built 1954 Load: 23.0 t ADT: 100
I-40
FairOver: TURKEY CREEK
7.8 MI E POTT CO, Seminole, OK
Built 1963 Load: 23.0 t ADT: 7,550
I-40
FairOver: GAR CREEK
13.8 MI E POTT C/L, Seminole, OK
Built 1964 Load: 23.0 t ADT: 7,650
I-40
FairOver: GAR CREEK
13.8 MI E POTT CO, Seminole, OK
Built 1964 Load: 23.0 t ADT: 7,550
N2990
FairOver: MOUNTAIN CREEK
4.0 MI W OF SH 53, Stephens, OK
Built 1991 Load: 23.0 t ADT: 50
FAS 7333
FairOver: YELLOW WATER DITCH
3S .5E SH51B/104 INT., Wagoner, OK
Built 2000 Load: 23.0 t ADT: 120
S.H. 23
FairOver: CREEK
3.9 MI.N. JCT. US64, Beaver, OK
Built 1957 Load: 23.1 t ADT: 520
E1980
FairOver: HICKORY CREEK TRIB.
.3S&1.2W OF JCT US70 & 77, Carter, OK
Built 1998 Load: 23.1 t ADT: 300
S.H. 3 & S.H. 33
FairOver: CREEK
8.2 MI E BLAINE C/L, Kingfisher, OK
Built 1933 Load: 23.1 t ADT: 2,600
N4200
FairOver: ELK CREEK
1N;1W OF CHECOTAH, McIntosh, OK
Built 1982 Load: 23.1 t ADT: 100
U.S. 59
FairOver: CREEK
2.4 MI NW DELAWARE CO, Ottawa, OK
Built 1944 Load: 23.1 t ADT: 3,400
N2690
FairOver: CREEK
3.8S 1.W OF CERDER LAKE, Canadian, OK
Built 1983 Load: 23.2 t ADT: 100
N4300
FairOver: CREEK
2. N 1.7 W OF KEEFETON, Muskogee, OK
Built 1938 Load: 23.2 t ADT: 100
5740C
FairOver: SYCAMORE CREEK
7E OF ARK.RIV.;.5S HWY 20, Osage, OK
Built 1997 Load: 23.2 t ADT: 128
S.H. 29
FairOver: BLACK BEAR CREEK
6.4 MI W JCT SH 76, Stephens, OK
Built 1936 Load: 23.2 t ADT: 1,800
N3950
FairOver: SOUTH FORK CREEK
12.6S.&2W. OF JCT US75&60, Washington, OK
Built 1980 Load: 23.2 t ADT: 100
U.S. 64
FairOver: CREEK
3.2 MI.N.JCT.SH8, Alfalfa, OK
Built 1927 Load: 23.3 t ADT: 2,700
S.H. 65
FairOver: CREEK
7.4 MI N JCT SH 53, Cotton, OK
Built 1962 Load: 23.3 t ADT: 620
S.H. 29
FairOver: CREEK
2 MI E STEPHENS C/L, Garvin, OK
Built 1953 Load: 23.3 t ADT: 1,600
S.H. 82
FairOver: CREEK
0.1 MI N JCT US 412, Mayes, OK
Built 1966 Load: 23.3 t ADT: 4,000
IRR N4608
FairOver: CREEK
1N .8E OF OTTAWA, Ottawa, OK
Built 1939 Load: 23.3 t ADT: 200
U.S. 64
FairOver: CREEK
0.1 E JCT US-64B, Sequoyah, OK
Built 1951 Load: 23.3 t ADT: 9,600
S.H. 51
FairOver: GAR CREEK TRIB.
4.7 MI E JCT SH-72, Wagoner, OK
Built 1955 Load: 23.3 t ADT: 9,900
N3655
FairOver: CREEK
6.5W .5S OF SH48/SH33, Creek, OK
Built 1952 Load: 23.4 t ADT: 100
U.S. 271
FairOver: R.R. (ABANDONED) UNDER
1.59 S JCT US-270, Le Flore, OK
Built 1936 Load: 23.4 t ADT: 1,800
U.S. 60
FairOver: CREEK
0.2 MI N JCT SH 58, Major, OK
Built 1977 Load: 23.4 t ADT: 3,500
S.H. 199
FairOver: CREEK
0.40 SE JOHNSTON C/L, Marshall, OK
Built 1946 Load: 23.4 t ADT: 2,600
E0460
FairOver: MUD CREEK
3.NW OF US69 & ST 20, Mayes, OK
Built 1941 Load: 23.4 t ADT: 100
N3240 (TRIPLE X)
FairOver: COON CREEK
.6S OF NE 206TH, Oklahoma, OK
Built 1986 Load: 23.4 t ADT: 200
E0630
FairOver: CREEK
3.3W 1S OF US177/SH51, Payne, OK
Built 1982 Load: 23.4 t ADT: 300
Showing 5,901-5,950 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.
| Publisher | Kiznis Studio |
| Sources | FHWA National Bridge Inventory, public U.S. government datasets |