Logan County, OK

280 public highway bridges

Logan County Bridge Snapshot

Logan County, Oklahoma contains 280 public highway bridges in the FHWA National Bridge Inventory. Roughly 23.9% are rated “Good,” 49.3% “Fair,” 20% “Poor,” and 20% 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.

280
Total Bridges
23.9%
Good
20%
Poor
20%
Structurally Deficient

Condition Distribution

Good
23.9% (67)
Fair
49.3% (138)
Poor
20% (56)
SD
20% (56)

All Bridges (280)

N3110

Good

Over: COTTONWOOD CREEK

2W 4S OF U.S. 77/S.H. 33, Logan, OK

Built 2006 Load: 39.5 t ADT: 100

S.H. 74

Good

Over: CROW CREEK

11 N JCT S.H. 33, Logan, OK

Built 2013 Load: 39.9 t ADT: 2,400

N3150

Good

Over: BEAVER CREEK

1.E 2.1 S OF MULHALL, Logan, OK

Built 2009 Load: 40.6 t ADT: 100

E0710

Good

Over: CREEK

2.2N; 5.3E OF CRESCENT, Logan, OK

Built 2010 Load: 42.0 t ADT: 50

E0710

Good

Over: WOLF CREEK

2.2N;2.2E OF CRESCENT, Logan, OK

Built 2014 Load: 42.7 t ADT: 100

E0780

Good

Over: GAR CREEK

3E 1N OF SH33/SH74, Logan, OK

Built 1987 Load: 43.4 t ADT: 100

S.H. 51

Good

Over: BNSF R.R.

.1E OF JCT US 77 N, Logan, OK

Built 2023 Load: 44.2 t ADT: 1,600

U.S. 77

Good

Over: CIMARRON RIVER

2.8 N JCT S.H. 33, Logan, OK

Built 2019 Load: 44.4 t ADT: 1,700

N3210

Good

Over: BEAR CREEK

2W .2N OF MERIDIAN, Logan, OK

Built 2003 Load: 44.5 t ADT: 100

S.H. 51

Good

Over: EAST BEAVER CREEK

SH 51 .1W OF JCT US77 N, Logan, OK

Built 2023 Load: 45.1 t ADT: 1,600

S.H. 51

Good

Over: BRIDGE CREEK

8.8 E KINGFISHER C/L, Logan, OK

Built 2017 Load: 45.6 t ADT: 1,500

S.H. 74

Good

Over: CREEK

.7 MI N OKLA. C/L, Logan, OK

Built 1936 Load: 45.9 t ADT: 6,000

E0810

Good

Over: BLUE CREEK

.1S 4.2W OF MERIDIAN, Logan, OK

Built 2009 Load: 46.3 t ADT: 100

S.H. 33

Good

Over: COX CREEK

1.2 MI W JCT SH 74, Logan, OK

Built 2006 Load: 48.1 t ADT: 1,800

S.H. 33

Good

Over: FITZGERALD CREEK

10.97 MI. E U.S. 77 JCT, Logan, OK

Built 2003 Load: 49.0 t ADT: 1,950

S.H. 33

Good

Over: FITZGERALD CREEK

10.97 E OF US 77 JCT, Logan, OK

Built 2003 Load: 49.0 t ADT: 1,950

S.H. 33

Good

Over: FITZGERALD CREEK

13.3 E OF US 77 JCT, Logan, OK

Built 2005 Load: 51.7 t ADT: 3,900

S.H. 51

Good

Over: CREEK

2.2 E KINGFISHER C/L, Logan, OK

Built 1952 Load: 65.6 t ADT: 1,500

E0770

Good

Over: CREEK

3.8S 2.3W OF CRESCENT, Logan, OK

Built 2021 Load: 67.1 t ADT: 175

S.H. 51

Good

Over: CREEK

3.9 E KINGFISHER C/L, Logan, OK

Built 1950 Load: 90.7 t ADT: 1,800

E0720

Good

Over: CREEK

.3 W OF PLEASANT VALLEY, Logan, OK

Built 2022 Load: 98.0 t ADT: 100

S.H. 51

Good

Over: CREEK

.1 MI W PAYNE C/L, Logan, OK

Built 1934 Load: 99.9 t ADT: 1,700

U.S. 77

Good

Over: EAST BEAVER CREEK TRIB

.4S OF JCT SH 51, Logan, OK

Built 2023 Load: 99.9 t ADT: 620

S.H. 51

Good

Over: EAST BEAVER CREEK TRIB

.4E OF JCT US 77 N, Logan, OK

Built 2023 Load: 99.9 t ADT: 1,600

E0590

Poor

Over: CREEK

6.5N .6E OF MULHALL, Logan, OK

Built 1954 ADT: 25

E0770

Poor

Over: GAR CREEK

2.9E 2N SH 33 & 74, Logan, OK

Built 1934 ADT: 24

E0840

Poor

Over: BEAR CREEK

3.1S 5.9E OF MERIDIAN, Logan, OK

Built 1940 ADT: 24

E0670

Poor

Over: SHAWNEE CREEK

5S .9E OF SH51/SH74, Logan, OK

Built 1950 ADT: 100

N3020

Poor

Over: BOGGY CREEK

2W 1.8S OF SH74/SH33, Logan, OK

Built 1988 ADT: 24

E0640

Poor

Over: WEST BEAVER CREEK

1.5N 1.6W OF MULHALL, Logan, OK

Built 2000 ADT: 24

E0730

Poor

Over: ANTELOPE CREEK

5.7W OF COYLE, Logan, OK

Built 1920 Load: 4.3 t ADT: 24

N3160

Poor

Over: PEAVINE CREEK

2.5E .1N OF I35/WATERLOO, Logan, OK

Built 1984 Load: 10.0 t ADT: 250

E0750

Poor

Over: CREEK

1.2S 4.6E OF LANGSTON, Logan, OK

Built 1940 Load: 10.9 t ADT: 100

N3110

Poor

Over: CREEK

.3S 5.6W .5N OF ORLANDO, Logan, OK

Built 1929 Load: 12.2 t ADT: 24

N3040

Poor

Over: CREEK

2S .5E OF CRESCENT, Logan, OK

Built 1957 Load: 12.2 t ADT: 100

E0610

Poor

Over: EAST BEAVER CREEK

.4S .7W 1S .1W OF ORLANDO, Logan, OK

Built 1936 Load: 12.7 t ADT: 100

E0810

Poor

Over: GRANT CREEK

.1S 1.1E OF MERIDIAN, Logan, OK

Built 1950 Load: 12.7 t ADT: 24

N3170

Poor

Over: CREEK

3.5E .3S OF I-35 & SEWARD, Logan, OK

Built 1940 Load: 12.7 t ADT: 100

E0820

Poor

Over: CREEK

3S .3 W OF SH33/SH74, Logan, OK

Built 1991 Load: 13.2 t ADT: 25

N3160

Poor

Over: CREEK

2.5E .8N OF I35/SEWARD RD, Logan, OK

Built 1930 Load: 13.6 t ADT: 100

N3210

Poor

Over: COON CREEK

4.2S 2W 2.2S OF MERIDIAN, Logan, OK

Built 1970 Load: 14.6 t ADT: 100

E0590

Poor

Over: HORSE CREEK

.5N .5W OF MARSHALL, Logan, OK

Built 1925 Load: 15.4 t ADT: 300

N3020

Poor

Over: COTTONWOOD CREEK

2S 3.4W OF NAVINA, Logan, OK

Built 1950 Load: 16.2 t ADT: 100

E0600

Poor

Over: OTTER CREEK

.5S 5E OF MARSHALL, Logan, OK

Built 1986 Load: 18.0 t ADT: 100

E0720

Poor

Over: CREEK

4.4E 1.2N OF CRESCENT, Logan, OK

Built 1952 Load: 18.1 t ADT: 100

N3030

Poor

Over: SPRING CREEK

1.1E 4.5S OF MARSHALL, Logan, OK

Built 1936 Load: 19.1 t ADT: 24

N3030

Poor

Over: CREEK

.5W 3.3N OF SH74/SH74C, Logan, OK

Built 2003 Load: 19.1 t ADT: 25

N3150

Poor

Over: CREEK

.2E .2S OF I-35/SH33, Logan, OK

Built 1950 Load: 20.9 t ADT: 150

N3120

Poor

Over: SKELETON CREEK

2W 5.5S OF MULHALL, Logan, OK

Built 1960 Load: 21.3 t ADT: 100

E0760

Poor

Over: CREEK

2.7S 3.5E OF CRESCENT, Logan, OK

Built 1946 Load: 21.6 t ADT: 100

Related

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