Bryan County, OK

285 public highway bridges

Bryan County Bridge Snapshot

Bryan County, Oklahoma contains 285 public highway bridges in the FHWA National Bridge Inventory. Roughly 35.8% are rated “Good,” 41.1% “Fair,” 9.8% “Poor,” and 9.8% 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.

285

Total Bridges

35.8%

Good

9.8%

Poor

9.8%

Structurally Deficient

Condition Distribution

Good

35.8% (102)

Fair

41.1% (117)

Poor

9.8% (28)

SD

9.8% (28)

All Bridges (285)

Sort:

0714C

Over: LITTLE SAND CREEK

2.7 MI E OF PLATTER, Bryan, OK

Built 1937 Load: 19.1 t ADT: 200

E2080

Over: CREEK

4.0W&1.0 S OF BOKCHITO, Bryan, OK

Built 1937 Load: 19.1 t ADT: 100

E2000

Over: CREEK

1.1 MI E SEVENMILE COR, Bryan, OK

Built 1937 Load: 19.1 t ADT: 30

0710C

Over: CREEK

1.8 MI W OF CALERA, Bryan, OK

Built 1938 Load: 19.1 t ADT: 200

E2030

Over: THOMPSON CREEK

1.2 N 1.6 E ARMSTRONG, Bryan, OK

Built 1938 Load: 19.1 t ADT: 100

0704C

Over: CREEK

2.E&7. N OF BENNINGTON, Bryan, OK

Built 1938 Load: 19.1 t ADT: 100

FAS 0724

Over: HARRINGTON CREEK

2.6E OF ARMSTRONG, Bryan, OK

Built 1938 Load: 19.1 t ADT: 100

0750C

Over: CADDO CREEK

4.5N OF BLUE, Bryan, OK

Built 1938 Load: 19.1 t ADT: 100

0732C

Over: BOIS D'ARC CREEK

2.E & 1.7N OF BROWN, Bryan, OK

Built 1939 Load: 19.1 t ADT: 100

0758C

Over: CREEK

1 E. & 6 N. OF BENNINGTON, Bryan, OK

Built 1940 Load: 19.1 t ADT: 175

FAS 0726

Over: LITTLE SAND CREEK

2.5 MI N OF COLBERT, Bryan, OK

Built 1975 Load: 19.1 t ADT: 100

0748C

Over: CEDAR CREEK

1.2S 1.2W OF BLUE, Bryan, OK

Built 1982 Load: 19.1 t ADT: 100

FAS 0720

Over: CREEK

7.2M.S. OF BOKCHITO, Bryan, OK

Built 1989 Load: 19.1 t ADT: 150

E2150

Over: WOLF CREEK

.5 S .9 W OF UTICA, Bryan, OK

Built 1994 Load: 19.1 t ADT: 75

E2090

Over: BLUE BRANCH CREEK

2.4 E 2.3 S OF BOKCHITO, Bryan, OK

Built 1999 Load: 19.1 t ADT: 100

E2160

Over: CREEK

3. N 1. W OF ACHILLE, Bryan, OK

Built 2000 Load: 19.1 t ADT: 40

E2074

Over: WHITEGRASS CREEK

1.0 E OF BENNINGTON, Bryan, OK

Built 1984 Load: 19.1 t ADT: 100

N3710 (BRYAN RD)

Over: CREEK

.4S OF INTOFFOLSOM&BRYAN, Bryan, OK

Built 1938 Load: 19.5 t ADT: 100

U.S. 70

Over: CREEK

8.22 E JCT SH-78, Bryan, OK

Built 1938 Load: 19.6 t ADT: 4,200

U.S. 70

Over: CREEK

12.22 E JCT SH-78, Bryan, OK

Built 1938 Load: 19.6 t ADT: 4,200

S.H. 22

Over: CREEK

4.27 E JOHNSTON C/L, Bryan, OK

Built 1939 Load: 19.6 t ADT: 480

S.H. 70E

Over: BRUSHY CREEK

12.45 E JCT SH-78, Bryan, OK

Built 1939 Load: 19.6 t ADT: 470

S.H. 22

Over: SIMON CREEK

6.21 E JOHNSTON C/L, Bryan, OK

Built 1939 Load: 19.6 t ADT: 1,200

U.S. 70

Over: MCGEE CREEK

18.92 E JCT SH-78, Bryan, OK

Built 1939 Load: 19.6 t ADT: 3,100

U.S. 70

Over: ROCK CREEK

8.70 E MARSHALL C/L, Bryan, OK

Built 1946 Load: 19.6 t ADT: 8,700

U.S. 70

Over: MINERAL BAYOU CREEK

10.96 E MARSHALL C/L, Bryan, OK

Built 1946 Load: 19.6 t ADT: 9,000

E2160

Over: RICE CREEK

1.E&0.5 S. OF WADE, Bryan, OK

Built 1999 Load: 20.0 t ADT: 24

FAU 3636 (MAIN ST)

Over: MINERAL BAYOU CREEK

300 FT E JCT 6TH MAIN, Bryan, OK

Built 1926 Load: 21.1 t ADT: 2,000

E2090

Over: SULPHUR CREEK

1.2S 1.5W OF BENNINGTON, Bryan, OK

Built 1921 Load: 21.6 t ADT: 50

FAU 3672 (CEMETERY

Over: MINERAL BAYOU CREEK

CEMETERY ROAD, Bryan, OK

Built 1939 Load: 22.0 t ADT: 600

U.S. 70

Over: LAKE TEXOMA(ROOSEVELT)

MARSHALL CO. LINE, Bryan, OK

Built 1948 Load: 22.1 t ADT: 7,800

U.S. 70

Over: RABBIT CREEK

20.90 E JCT SH-78, Bryan, OK

Built 1946 Load: 22.7 t ADT: 2,400

S.H. 22

Over: CREEK

8.68 E & S JCT US-69, Bryan, OK

Built 1968 Load: 23.6 t ADT: 800

S.H. 22

Over: UP R.R. UNDER

1.03 E JCT US-69, Bryan, OK

Built 1968 Load: 23.6 t ADT: 1,500

0758C

Over: STRAIGHT CREEK

.4S OF MATOY, Bryan, OK

Built 1975 Load: 23.6 t ADT: 40

U.S. 70

Over: WINTERS CREEK

22.48 E JCT SH-78, Bryan, OK

Built 1946 Load: 24.4 t ADT: 2,400

U.S. 70

Over: WHITE SANDS CREEK

23.62 E JCT SH-78, Bryan, OK

Built 1946 Load: 24.4 t ADT: 2,600

U.S. 70

Over: WHITE GRASS CREEK

21.39 E JCT SH-78, Bryan, OK

Built 1946 Load: 25.1 t ADT: 2,400

U.S. 69 NB

Over: BLUE RIVER

9.46 N JCT US-69 BUS, Bryan, OK

Built 1982 Load: 25.4 t ADT: 9,050

U.S. 69 SB

Over: BLUE RIVER

9.46 N JCT US-69 BUS, Bryan, OK

Built 1982 Load: 25.4 t ADT: 9,000

S.H. 199

Over: KANSAS CREEK

2.39 E MARSHALL C/L, Bryan, OK

Built 1951 Load: 25.9 t ADT: 670

0746C (OLD US 69)

Over: BLUE RIVER O'FLOW

.2 NE OF ARMSTRONG, Bryan, OK

Built 1932 Load: 26.3 t ADT: 100

S.H. 91

Over: SAND CREEK

3.40 N & E TX S/L, Bryan, OK

Built 1940 Load: 26.3 t ADT: 2,100

E1990

Over: SIMON CREEK

.3 E .1 S OF KENEFIC, Bryan, OK

Built 1999 Load: 27.2 t ADT: 100

U.S. 69

Over: CHUCKWA CREEK

5.25 N JCT US-69 BUS, Bryan, OK

Built 1971 Load: 27.5 t ADT: 20,100

S.H. 22

Over: CREEK

9.96 E JOHNSTON C/L, Bryan, OK

Built 1959 Load: 27.6 t ADT: 1,500

S.H. 70E

Over: WOLF CREEK

27.20 E & N JCT SH-78, Bryan, OK

Built 1958 Load: 28.1 t ADT: 240

U.S. 69 SB

Over: ABANDONED R.R. UNDER

7.31 N JCT US-69 BUS, Bryan, OK

Built 1973 Load: 28.1 t ADT: 9,300

U.S. 69 NB

Over: ABANDONED R.R. UNDER

7.31 N JCT US-69 BUS, Bryan, OK

Built 1973 Load: 28.1 t ADT: 9,500

E2110

Over: SULPHUR CREEK

3S .5E OF BENNINGTON, Bryan, OK

Built 1937 Load: 28.9 t ADT: 100

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

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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 6, 2026