Major County, OK

266 public highway bridges

Major County Bridge Snapshot

Major County, Oklahoma contains 266 public highway bridges in the FHWA National Bridge Inventory. Roughly 19.2% are rated “Good,” 72.6% “Fair,” 8.3% “Poor,” and 8.3% are classified as structurally deficient — the federal designation for spans whose deck, superstructure, or substructure has been rated 4 or below on the 0–9 NBI scale. Structurally deficient does not mean unsafe to cross; it means the bridge is on the priority list for repair or replacement.

Inspections in OK are conducted by certified engineers from the state Department of Transportation on a 24-month cycle, and results are reported back to the FHWA each spring. The list below shows every NBI-tracked bridge in the county, sorted by inventory load rating. Use the “Sort by” controls to surface the lowest-rated spans first, and click any row for full inspection history, traffic counts, and condition trends.

Source: FHWA National Bridge Inventory. See methodology for full definitions.

266
Total Bridges
19.2%
Good
8.3%
Poor
8.3%
Structurally Deficient

Condition Distribution

Good
19.2% (51)
Fair
72.6% (193)
Poor
8.3% (22)
SD
8.3% (22)

All Bridges (266)

E0490

Fair

Over: CREEK

4.5S .6W CHEYENNE VALLEY, Major, OK

Built 1999 Load: 41.7 t ADT: 25

E0420

Fair

Over: CREEK

1.9W; 1N; .1W OF MENO, Major, OK

Built 2006 Load: 42.6 t ADT: 40

E0390

Fair

Over: CREEK

2. E 4. N OF MENO, Major, OK

Built 1957 Load: 43.5 t ADT: 100

E0460

Fair

Over: CREEK

2.1S .3E OF RINGWOOD, Major, OK

Built 1994 Load: 43.5 t ADT: 100

E0380

Fair

Over: CREEK

3N 2.8E OF US281/412, Major, OK

Built 1996 Load: 43.5 t ADT: 51

E0520

Fair

Over: ELM CREEK

.5S 6.6W OF FAIRVIEW, Major, OK

Built 1996 Load: 43.5 t ADT: 75

E0510

Fair

Over: GYPSUM CREEK

.5N 1.1W OF FAIRVIEW, Major, OK

Built 1999 Load: 43.5 t ADT: 50

N2560

Fair

Over: CREEK

6.5S 2E .3S OF FAIRVIEW, Major, OK

Built 2002 Load: 43.5 t ADT: 25

N2460

Fair

Over: CHEYENNE CREEK

6.5N&.5W.1S FAIRVIEW, Major, OK

Built 2006 Load: 43.5 t ADT: 100

E0420

Fair

Over: DRY CREEK

.2S 2.9E OF CLEO SPRING, Major, OK

Built 1988 Load: 44.5 t ADT: 100

E0490

Fair

Over: HOYLE CREEK

6S 1.4 W OF MENO, Major, OK

Built 1991 Load: 44.5 t ADT: 100

N2570

Fair

Over: CREEK

2.5S 3E 3.7S OF FAIRVIEW, Major, OK

Built 2001 Load: 44.5 t ADT: 100

E0480

Fair

Over: CREEK

2.5N; .4W OF PHROSO, Major, OK

Built 2010 Load: 44.5 t ADT: 100

E0510

Fair

Over: CREEK

.5N .3W OF FAIRVIEW, Major, OK

Built 1988 Load: 45.4 t ADT: 75

N2660

Fair

Over: CREEK

1W 4.5N OF SH58/US60, Major, OK

Built 2012 Load: 45.4 t ADT: 100

12TH ST.

Fair

Over: CREEK

ON 12TH AV; N OF HIGHLAND, Major, OK

Built 1988 Load: 46.3 t ADT: 400

N2460

Fair

Over: COTTONWOOD CREEK

.5S 8W 2.1N OF FAIRVIEW, Major, OK

Built 2007 Load: 46.3 t ADT: 100

N2510

Fair

Over: SKUNK CREEK

3.5W 2.6S OF ORIENTA, Major, OK

Built 1997 Load: 47.2 t ADT: 50

N2560

Fair

Over: DEEP CREEK

4.5S 2E .5S OF FAIRVIEW, Major, OK

Built 2000 Load: 47.2 t ADT: 100

N2570

Fair

Over: CREEK

.5N 3E .3S OF FAIRVIEW, Major, OK

Built 2003 Load: 47.2 t ADT: 100

E0500

Fair

Over: SKUNK CREEK

1.5N 5.2W OF FAIRVIEW, Major, OK

Built 1996 Load: 48.1 t ADT: 25

E0520

Fair

Over: CREEK

3N 3.9E OF BADO, Major, OK

Built 1998 Load: 48.1 t ADT: 100

N2330

Fair

Over: CREEK

3N 1.4E 1.2N SH15/US281, Major, OK

Built 1997 Load: 49.0 t ADT: 50

E0390

Fair

Over: CREEK

3N2.6E1.7SE OF US281/SH15, Major, OK

Built 1999 Load: 49.0 t ADT: 52

N2550

Fair

Over: CREEK

.6N 1.E OF FAIRVIEW, Major, OK

Built 1992 Load: 49.9 t ADT: 100

E0520

Fair

Over: SKUNK CREEK

.5S 5.3W OF FAIRVIEW, Major, OK

Built 2007 Load: 49.9 t ADT: 75

E0410

Fair

Over: CREEK

8E .5N .9E OF US281/SH15, Major, OK

Built 1999 Load: 50.8 t ADT: 50

N2640

Fair

Over: CREEK

3W 4.7N OF JCT SH58/US60, Major, OK

Built 2005 Load: 52.6 t ADT: 100

N2730

Fair

Over: CREEK

2.1E 1.1N OF MENO, Major, OK

Built 2004 Load: 54.4 t ADT: 100

N2298

Fair

Over: CREEK

1E 2.9S OF US281 & US412, Major, OK

Built 1997 Load: 55.3 t ADT: 100

N2530

Fair

Over: CREEK

1W 1.2S OF FAIRVIEW, Major, OK

Built 1995 Load: 57.2 t ADT: 50

E0390

Fair

Over: CREEK

4.N 6.1W OF US60 & SH58, Major, OK

Built 1988 Load: 58.1 t ADT: 100

N2570

Fair

Over: CREEK

.5S 3E 5.2S OF FAIRVIEW, Major, OK

Built 2000 Load: 58.1 t ADT: 25

N2700

Fair

Over: CREEK

3S 1W .7S OF MENO, Major, OK

Built 2005 Load: 59.9 t ADT: 31

E0380

Fair

Over: CREEK

.1E 5.N 2.6E OF MENO, Major, OK

Built 1990 Load: 61.7 t ADT: 50

E0580

Fair

Over: CREEK

2.5E 5.S .3E OF AMES, Major, OK

Built 1988 Load: 63.5 t ADT: 25

S.H. 51 A

Fair

Over: CREEK

0.1 MI N BLAINE C/L, Major, OK

Built 1967 Load: 68.7 t ADT: 630

N2530

Fair

Over: GYPSUM CREEK

1W 1.2N OF FAIRVIEW, Major, OK

Built 2011 Load: 69.9 t ADT: 75

N2710

Fair

Over: CREEK

.1E; 2.5N OF MENO, Major, OK

Built 2007 Load: 71.7 t ADT: 100

E0560

Fair

Over: CREEK

.4S2.7W2S.9W OF ISABELLA, Major, OK

Built 1998 Load: 74.4 t ADT: 35

S.H. 58

Fair

Over: CREEK

2.0 MI S JCT US 60, Major, OK

Built 1963 Load: 82.7 t ADT: 1,900

S.H. 51 A

Fair

Over: CREEK

0.5 MI N BLAINE C/L, Major, OK

Built 1967 Load: 90.4 t ADT: 630

N2690

Fair

Over: INDIAN CREEK

2.E .5N OF SH58 & US60, Major, OK

Built 1989 Load: 90.7 t ADT: 100

FAS 4721

Good

Over: ELM CREEK

.5S 4.1W OF FAIRVIEW, Major, OK

Built 1938 Load: 19.1 t ADT: 100

E0490

Good

Over: ELM CREEK

2.5N 2.3W OF FAIRVIEW, Major, OK

Built 1940 Load: 19.1 t ADT: 105

N2350

Good

Over: EAST GRIEVER CREEK

.3S OF PHROSO, Major, OK

Built 1949 Load: 19.1 t ADT: 75

FAS 4725

Good

Over: COTTONWOOD CREEK

2.5N 5.7 W OF FAIRVIEW, Major, OK

Built 1975 Load: 19.1 t ADT: 100

4726C

Good

Over: ELM CREEK

.1E 3.S 3.4E OF MENO, Major, OK

Built 1982 Load: 19.1 t ADT: 100

N2640

Good

Over: DEEP CREEK

.4S 2.3E 2.9S OF ISABELLA, Major, OK

Built 2003 Load: 19.1 t ADT: 50

E0440

Good

Over: INDIAN CREEK

.1S; .7W OF RINGWOOD, Major, OK

Built 2011 Load: 23.6 t ADT: 50

Related

Data sourced from official U.S. government datasets. See our methodology for details. Retrieved and formatted by PlainBridges Editorial