Harmon County, OK

106 public highway bridges

Harmon County Bridge Snapshot

Harmon County, Oklahoma contains 106 public highway bridges in the FHWA National Bridge Inventory. Roughly 75.5% are rated “Good,” 23.6% “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.

106
Total Bridges
75.5%
Good
0.9%
Poor
0.9%
Structurally Deficient

Condition Distribution

Good
75.5% (80)
Fair
23.6% (25)
Poor
0.9% (1)
SD
0.9% (1)

All Bridges (106)

E1730

Fair

Over: CREEK

2.1 E 11.2 S OF GOULD, Harmon, OK

Built 1930 Load: 19.1 t ADT: 100

FAS 2908

Fair

Over: CREEK

6.0 S 1.5 W OF HOLLIS, Harmon, OK

Built 1930 Load: 19.1 t ADT: 40

N1720

Fair

Over: CREEK

2. N 1.5 E OF HOLLIS, Harmon, OK

Built 1937 Load: 19.1 t ADT: 70

FAS 2908

Fair

Over: CREEK

5.4 MI N OF US 60, Harmon, OK

Built 1936 Load: 19.1 t ADT: 50

N1700

Fair

Over: CREEK

4.1 N .5 W OF HOLLIS, Harmon, OK

Built 1937 Load: 19.1 t ADT: 60

N1810

Fair

Over: CREEK

2.1 E .2 S OF GOULD, Harmon, OK

Built 1937 Load: 19.1 t ADT: 50

E1700

Fair

Over: CREEK

1.3 E 8.2 S OF GOULD, Harmon, OK

Built 1937 Load: 19.1 t ADT: 60

FAS 2906

Fair

Over: CREEK

1.4 W 6. N OF HOLLIS, Harmon, OK

Built 1937 Load: 19.1 t ADT: 100

E1590

Fair

Over: CREEK

1.4 E 2. N OF HOLLIS, Harmon, OK

Built 1937 Load: 19.1 t ADT: 70

FAS 2908

Fair

Over: CREEK

4E 6.8S OF GOULD, Harmon, OK

Built 1937 Load: 19.1 t ADT: 75

E1570

Fair

Over: SANDY CREEK

4N .4W OF HOLLIS, Harmon, OK

Built 1937 Load: 19.1 t ADT: 70

2914C

Fair

Over: CREEK

3.0 S 0.2 E OF GOULD, Harmon, OK

Built 1938 Load: 19.1 t ADT: 50

E1700

Fair

Over: CREEK

2. E 8.2 S OF GOULD, Harmon, OK

Built 1938 Load: 19.1 t ADT: 60

E1560

Fair

Over: CREEK

1.6 W 6. N OF MC QUEEN, Harmon, OK

Built 1938 Load: 19.1 t ADT: 50

E1580

Fair

Over: CREEK

1. E 3. N OF HOLLIS, Harmon, OK

Built 1938 Load: 19.1 t ADT: 50

N1780

Fair

Over: CREEK

6.1 N .9 W OF GOULD, Harmon, OK

Built 1938 Load: 19.1 t ADT: 50

N1660

Fair

Over: CREEK

4.5 W .1 N OF HOLLIS, Harmon, OK

Built 1938 Load: 19.1 t ADT: 60

2928C

Fair

Over: CREEK

5.8 N OF GOULD, Harmon, OK

Built 1940 Load: 19.1 t ADT: 100

2928C

Fair

Over: CREEK

3.0 N OF GOULD, Harmon, OK

Built 1940 Load: 19.1 t ADT: 100

E1600

Fair

Over: CREEK

1.8 N 1.1 E OF GOULD, Harmon, OK

Built 1938 Load: 19.1 t ADT: 50

U.S. 62

Fair

Over: WEST FORK SANDY CREEK

0.3 MI E TEXAS ST. LINE, Harmon, OK

Built 1931 Load: 26.4 t ADT: 900

FAS 2908

Fair

Over: SANDY CREEK

7 MI S 2 MI W GOULD, Harmon, OK

Built 1994 Load: 28.1 t ADT: 60

FAS 2913

Fair

Over: LEBOS CREEK

1S OF US 62, Harmon, OK

Built 1983 Load: 29.9 t ADT: 100

S.H. 30

Fair

Over: EAST FORK SANDY CREEK

3.4 MI N. JCT. U.S. 62, Harmon, OK

Built 1974 Load: 37.2 t ADT: 410

U.S. 62

Fair

Over: EAST FORK SANDY CREEK

2.7 MI E JCT S.H. 30, Harmon, OK

Built 1931 Load: 40.8 t ADT: 1,800

FAS 2903

Good

Over: CREEK

5.8E N OF VINSON, Harmon, OK

Built 1920 Load: 19.1 t ADT: 50

E1560

Good

Over: CREEK

.6 W 5.8 N OF GOULD, Harmon, OK

Built 1938 Load: 19.1 t ADT: 50

2914C

Good

Over: CREEK

3.0 S 3.3 E GOULD, Harmon, OK

Built 1938 Load: 19.1 t ADT: 50

N1670

Good

Over: BUCK CREEK

3.6 W & 6.5 S OF HOLLIS, Harmon, OK

Built 2000 Load: 19.1 t ADT: 24

S.H. 30

Good

Over: CREEK

4.3 MI N JCT S.H. 9, Harmon, OK

Built 1946 Load: 19.6 t ADT: 210

U.S. 62

Good

Over: CREEK

1.2 MI E TEXAS ST. LINE, Harmon, OK

Built 1931 Load: 21.9 t ADT: 900

U.S. 62

Good

Over: CREEK

3.0 MI E TEXAS ST. LINE, Harmon, OK

Built 1931 Load: 24.5 t ADT: 900

S.H. 30

Good

Over: CREEK

0.1 MI N JCT U.S. 62, Harmon, OK

Built 1975 Load: 25.4 t ADT: 1,200

S.H. 30

Good

Over: CREEK

6.2 MI N JCT U.S. 62, Harmon, OK

Built 1974 Load: 25.9 t ADT: 410

E1630

Good

Over: SANDY CREEK

2S 2.8E OF HOLLIS, Harmon, OK

Built 2003 Load: 26.3 t ADT: 100

S.H. 5

Good

Over: CREEK

3.7 MI S JCT U.S. 62, Harmon, OK

Built 1952 Load: 26.6 t ADT: 250

S.H. 30

Good

Over: CREEK

7.4 MI N JCT S.H. 9, Harmon, OK

Built 1946 Load: 27.2 t ADT: 180

N1730

Good

Over: SANDY CREEK

1.8S 2.5E OF HOLLIS, Harmon, OK

Built 2004 Load: 28.1 t ADT: 100

U.S. 62

Good

Over: CREEK

1.7 MI W JCT S.H. 5, Harmon, OK

Built 1931 Load: 28.5 t ADT: 1,700

U.S. 62

Good

Over: CREEK

0.2 MI E JCT S.H. 30, Harmon, OK

Built 1927 Load: 28.7 t ADT: 2,300

U.S. 62

Good

Over: CREEK

2.5 MI W JCT S.H. 5, Harmon, OK

Built 1931 Load: 29.7 t ADT: 1,700

N1760

Good

Over: W. FORK SANDY CREEK

3.5S 2.9W OF GOULD, Harmon, OK

Built 2006 Load: 29.9 t ADT: 50

S.H. 30

Good

Over: CREEK

7.5 MI N JCT S.H. 9, Harmon, OK

Built 1946 Load: 30.3 t ADT: 180

E1730

Good

Over: CREEK

.8 E 11.2 S OF GOULD, Harmon, OK

Built 1989 Load: 30.8 t ADT: 100

N1740

Good

Over: EAST FORK SANDY CREEK

3E OF HOLLIS; .5S US62, Harmon, OK

Built 2004 Load: 30.8 t ADT: 100

S.H. 5

Good

Over: SANDY CREEK

3.3 MI N JACKSON C/L, Harmon, OK

Built 2014 Load: 30.8 t ADT: 250

S.H. 30

Good

Over: CREEK

0.2 MI N JCT U.S. 62, Harmon, OK

Built 1975 Load: 30.9 t ADT: 1,200

U.S. 62

Good

Over: CREEK

3.3 MI E JCT S.H. 30, Harmon, OK

Built 1931 Load: 32.7 t ADT: 1,700

S.H. 30

Good

Over: CREEK

1.7 MI S JCT S.H. 9, Harmon, OK

Built 1933 Load: 32.7 t ADT: 410

FAS 2913

Good

Over: CREEK

5.5S & E OF US 62, Harmon, OK

Built 1937 Load: 32.7 t ADT: 70

Related

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