Texas County, OK

110 public highway bridges

Texas County Bridge Snapshot

Texas County, Oklahoma contains 110 public highway bridges in the FHWA National Bridge Inventory. Roughly 40% are rated “Good,” 59.1% “Fair,” 0.9% “Poor,” and 0.9% 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.

110

Total Bridges

40%

Good

0.9%

Poor

0.9%

Structurally Deficient

Condition Distribution

Good

40% (44)

Fair

59.1% (65)

Poor

0.9% (1)

SD

0.9% (1)

All Bridges (110)

Sort:

N0870

Over: BEAVER RIVER

1.3E 3N OF GUYMON, Texas, OK

Built 1964 ADT: 100

N1040

Over: HACKBERRY CREEK

2.2E 4.1S OF HARDESTY, Texas, OK

Built 1957 Load: 10.7 t ADT: 50

FAS 7019

Over: CREEK

1.E 6.4S OF 4 CORNERS, Texas, OK

Built 1965 Load: 11.8 t ADT: 50

N0810

Over: GOFF CREEK

19E .3S OF FOUR CORNERS, Texas, OK

Built 1961 Load: 13.6 t ADT: 100

FAS 7015

Over: TEEPEE CREEK

3. W 1.1 S OF 4 CORNERS, Texas, OK

Built 1963 Load: 15.4 t ADT: 100

N0580

Over: CREEK

5.9S 4.W .5S OF US56/SH95, Texas, OK

Built 1965 Load: 16.3 t ADT: 100

FAS 7003

Over: BEAVER RIVER

.1NW .1W 7.2N OF GOODWELL, Texas, OK

Built 1969 Load: 16.3 t ADT: 100

E0100

Over: PONY CREEK

13.5 MI W OF HOOKER, Texas, OK

Built 1955 Load: 19.1 t ADT: 100

FAS 7032

Over: HACKBERRY CREEK

.2E 5.8 MI S OF HARDESTY, Texas, OK

Built 1962 Load: 19.1 t ADT: 100

FAS 7032

Over: DRY CREEK

.2E 1.1 MI S OF HARDESTY, Texas, OK

Built 1963 Load: 19.1 t ADT: 100

FAS 7002

Over: PALO DURO CREEK

5.2E 5.S .9E OF HARDESTY, Texas, OK

Built 1964 Load: 19.1 t ADT: 100

FAS 7003

Over: LITTLE GOFF CREEK

15.W 1.3N OF FOUR CORNERS, Texas, OK

Built 1968 Load: 19.1 t ADT: 100

E0290

Over: BEAVER RIVER

5.9 N OF TEXHOMA, Texas, OK

Built 1968 Load: 19.1 t ADT: 100

E0100

Over: CREEK

7 MI W OF HOOKER, Texas, OK

Built 1969 Load: 19.1 t ADT: 100

E0100

Over: CREEK

5.7 MI W OF HOOKER, Texas, OK

Built 1969 Load: 19.1 t ADT: 100

FAS 7003

Over: N. FORK FRISCO CREEK

.2W 3.2 MI S OF GOODWELL, Texas, OK

Built 1969 Load: 19.1 t ADT: 100

FAS 7014

Over: BEAVER RIVER

.2S 7.8W OF TEXHOMA, Texas, OK

Built 1969 Load: 19.1 t ADT: 100

D0913

Over: COLDWATER CREEK

4.9 N 3.7 W HITCHLAND, Texas, OK

Built 1969 Load: 19.1 t ADT: 590

FAS 7003

Over: DRY CREEK

2.5N 3.W 2.9N OF HOUGH, Texas, OK

Built 1970 Load: 19.1 t ADT: 100

E0070

Over: CREEK

5.9S 4.8W OF US56 & SH95, Texas, OK

Built 1970 Load: 19.1 t ADT: 125

E0290

Over: FORK OF FRISCO CREEK

6.5S OF GUYMON, Texas, OK

Built 1970 Load: 19.1 t ADT: 100

7056C

Over: CREEK

4W 2N 1.7NW OF TEXHOMA, Texas, OK

Built 1970 Load: 19.1 t ADT: 100

E0170

Over: PONY CREEK

3.5 MI E OF OPTIMA, Texas, OK

Built 1970 Load: 19.1 t ADT: 100

FAS 7035

Over: BEAVER RIVER

.1E 6. MI S OF ADAMS, Texas, OK

Built 1970 Load: 19.1 t ADT: 100

N0690

Over: SAND CREEK

.1E 6.5N OF TEXHOMA, Texas, OK

Built 1971 Load: 19.1 t ADT: 100

N0640

Over: BEAVER RIVER

4.8W 2.9N OF TEXHOMA, Texas, OK

Built 1976 Load: 19.1 t ADT: 100

E0340

Over: FRISCO CREEK

11.5S 2.6W OF GUYMON, Texas, OK

Built 1977 Load: 19.1 t ADT: 100

FAS 7004

Over: COW CREEK

2.5N 6.2W OF HOUGH, Texas, OK

Built 1979 Load: 19.1 t ADT: 100

N0660

Over: BEAVER RIVER

.3W 1.7N 2.5W 2N TEXHOMA, Texas, OK

Built 1980 Load: 19.1 t ADT: 100

N0870

Over: PONY CREEK

.9 MI S OF STRAIGHT, Texas, OK

Built 1982 Load: 19.1 t ADT: 100

E0230

Over: DRY SAND DRAW

0.2S 1.8W OF SH3 & US54, Texas, OK

Built 1982 Load: 19.1 t ADT: 100

E0190

Over: GOFF CREEK

3.5N .5E OF GUYMON, Texas, OK

Built 1993 Load: 19.1 t ADT: 50

E0110

Over: PONY CREEK

1.8 S 1.2 E OF STRAIGHT, Texas, OK

Built 1996 Load: 19.1 t ADT: 60

D0922

Over: U.P. R.R. UNDER

.2W OF OPTIMA, Texas, OK

Built 1959 Load: 20.0 t ADT: 450

S.H. 95

Over: CREEK

11.4 MI S KANSAS LINE, Texas, OK

Built 1955 Load: 23.5 t ADT: 890

N0610

Over: CREEK

4S 1W 2.1SOF FOUR CORNERS, Texas, OK

Built 1983 Load: 23.6 t ADT: 100

U.S. 64

Over: CREEK

0.2 MI E JCT SH 94, Texas, OK

Built 1931 Load: 24.0 t ADT: 940

U.S. 54

Over: CREEK

.1 MI N JCT US 64, Texas, OK

Built 1972 Load: 26.5 t ADT: 5,800

S.H. 95

Over: CREEK

1.5 MI N JCT US 64, Texas, OK

Built 1955 Load: 27.5 t ADT: 550

FAS 7019

Over: TEEPEE CREEK

1. E 2.1 S OF 4 CORNERS, Texas, OK

Built 1965 Load: 28.1 t ADT: 100

S.H. 95

Over: CREEK

1.9 MI S KANSAS LINE, Texas, OK

Built 1955 Load: 31.3 t ADT: 890

U.S. 64

Over: BEAVER RIVER

3.2 MI N JCT US 54, Texas, OK

Built 1988 Load: 31.5 t ADT: 2,700

N1140

Over: CREEK

12.2E 4.1S OF HARDESTY, Texas, OK

Built 1947 Load: 31.8 t ADT: 100

S.H. 3

Over: COLDWATER CREEK

0.4 MI E JCT SH 94, Texas, OK

Built 1976 Load: 31.8 t ADT: 2,000

U.S. 54 EB

Over: N. FORK FRISCO CREEK

5.4NE OF TEXAS S/L, Texas, OK

Built 2000 Load: 32.2 t ADT: 3,050

U.S. 54 E.B.

Over: BEAVER RIVER

5.9 MI NE JCT SH 3, Texas, OK

Built 1996 Load: 32.3 t ADT: 3,750

U.S. 54 W.B.

Over: BEAVER RIVER

5.9 MI NE JCT SH 3, Texas, OK

Built 1997 Load: 32.3 t ADT: 3,750

U.S. 64

Over: LITTLE GOFF CREEK

12.5 MI E JCT SH 95 S, Texas, OK

Built 1987 Load: 32.5 t ADT: 1,500

S.H. 95

Over: CREEK

1.4 MI S JCT US 64, Texas, OK

Built 1953 Load: 32.7 t ADT: 340

S.H. 136

Over: PONY CREEK

9.9 MI N JCT US 64, Texas, OK

Built 1955 Load: 32.7 t ADT: 640

Read our methodology — how this data is sourced, computed, and verified.

Related

Browse all → | Rankings →

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

Reviewed byPlainbridges Editorial, Plain Bridges Editorial Team · June 5, 2026