Creek County, OK

391 public highway bridges

Creek County Bridge Snapshot

Creek County, Oklahoma contains 391 public highway bridges in the FHWA National Bridge Inventory. Roughly 34.3% are rated “Good,” 37.6% “Fair,” 20.2% “Poor,” and 20.2% 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.

391
Total Bridges
34.3%
Good
20.2%
Poor
20.2%
Structurally Deficient

Condition Distribution

Good
34.3% (134)
Fair
37.6% (147)
Poor
20.2% (79)
SD
20.2% (79)

All Bridges (391)

N3780

Poor

Over: CREEK

3.5W 1.1S OF KELLYVILLE, Creek, OK

Built 1930 Load: 19.9 t ADT: 100

E0820

Poor

Over: CREEK

.5S 4.5E OF BRISTOW, Creek, OK

Built 1930 Load: 22.0 t ADT: 50

E0890

Poor

Over: CREEK

1N .8E OF NEWBY, Creek, OK

Built 1938 Load: 22.5 t ADT: 100

N3779

Poor

Over: NEVERSWEAT CREEK

3.6W 2.3S OF KELLYVILLE, Creek, OK

Built 1940 Load: 26.9 t ADT: 100

E0900

Poor

Over: BACHELOR CREEK

.7W OF GYPSY, Creek, OK

Built 1948 Load: 28.3 t ADT: 100

E0700 (LINE ST.

Poor

Over: ROCK CREEK

.4N 1.W OF SAPULPA, Creek, OK

Built 1984 Load: 31.3 t ADT: 100

N3650

Poor

Over: CREEK

3W .1S OF GYPSY, Creek, OK

Built 1941 Load: 32.8 t ADT: 100

N3670

Poor

Over: CREEK

5.6S OF OLIVE, Creek, OK

Built 1936 Load: 34.3 t ADT: 50

E0940

Poor

Over: CREEK

4S .2E OF GYPSY, Creek, OK

Built 1996 Load: 44.3 t ADT: 100

N3670

Poor

Over: CREEK

2.3S OF OLIVE, Creek, OK

Built 1984 Load: 48.3 t ADT: 75

E0630

Poor

Over: CREEK

7N .4E OF SH33/ SH48, Creek, OK

Built 1995 Load: 55.6 t ADT: 100

E0700 (OLD U.S. 66

Structurally Deficient

Over: ROCK CREEK

.1 SW OF SAPULPA WTR WRKS, Creek, OK

Built 1921 ADT: 250

N3640

Structurally Deficient

Over: CREEK

4W 1.4S OF GYPSY, Creek, OK

Built 1930 ADT: 100

N3705

Structurally Deficient

Over: DEEP FORK CREEK O'FLOW

2S 3.6E OF GYPSY, Creek, OK

Built 1930 ADT: 100

N3600

Structurally Deficient

Over: CREEK

1W OF SHAMROCK, Creek, OK

Built 1936 ADT: 100

N3780

Structurally Deficient

Over: HOPPER CREEK

.8N OF TUSKEGEE, Creek, OK

Built 1940 ADT: 100

N3830

Structurally Deficient

Over: BROWNS CREEK

.5S 4E OF SLICK, Creek, OK

Built 1918 Load: 4.5 t ADT: 100

E0790

Structurally Deficient

Over: CREEK

2.5N 2.5W OF BRISTOW, Creek, OK

Built 1950 Load: 5.4 t ADT: 100

N3800

Structurally Deficient

Over: CREEK

2.5N 1E .9N OF SLICK, Creek, OK

Built 1930 Load: 6.6 t ADT: 100

N3660

Structurally Deficient

Over: CREEK

.3S .7E 4.7S OF DEPEW, Creek, OK

Built 1930 Load: 8.3 t ADT: 100

N3770

Structurally Deficient

Over: CREEK

5E 1.5N OF BELLVUE, Creek, OK

Built 1940 Load: 8.4 t ADT: 139

E0880

Structurally Deficient

Over: CREEK

1E 1S .2E OF MILFAY, Creek, OK

Built 1950 Load: 9.2 t ADT: 100

E0650

Structurally Deficient

Over: COTTONWOOD CREEK

4.5E 1S OF SILVER CITY, Creek, OK

Built 1930 Load: 9.8 t ADT: 100

E0880

Structurally Deficient

Over: CREEK

1W 1S .5W OF MILFAY, Creek, OK

Built 1998 Load: 10.6 t ADT: 25

E0860

Structurally Deficient

Over: CREEK

1N .9W OF MILFAY, Creek, OK

Built 1930 Load: 10.8 t ADT: 100

E0850

Structurally Deficient

Over: MORGAN CREEK

4.5W .5N OF SLICK, Creek, OK

Built 1930 Load: 11.6 t ADT: 100

E0740

Structurally Deficient

Over: DOG CREEK

3N 5.6W OF BELLVUE, Creek, OK

Built 1930 Load: 12.3 t ADT: 100

N3720

Structurally Deficient

Over: CREEK

1.6S OF BELLVUE, Creek, OK

Built 1935 Load: 13.0 t ADT: 100

E0770

Structurally Deficient

Over: CREEK

.7S 1.1W OF SHAMROCK, Creek, OK

Built 1940 Load: 13.4 t ADT: 100

N3670

Structurally Deficient

Over: CREEK

9.4S OF OLIVE, Creek, OK

Built 1938 Load: 14.3 t ADT: 100

E0880

Structurally Deficient

Over: CREEK

1S 2.3E MILFAY, Creek, OK

Built 1950 Load: 14.8 t ADT: 100

E0590

Structurally Deficient

Over: CREEK

3N 2.6W OF SH99/SH51, Creek, OK

Built 1948 Load: 17.3 t ADT: 100

E0870

Structurally Deficient

Over: CREEK

5.5S .4E OF BRISTOW, Creek, OK

Built 1938 Load: 24.7 t ADT: 100

E0850

Structurally Deficient

Over: CREEK

3.5S .3E OF BRISTOW, Creek, OK

Built 1930 Load: 24.9 t ADT: 200

E0640

Structurally Deficient

Over: SAND CREEK

.7E OF SILVER CITY, Creek, OK

Built 1935 Load: 24.9 t ADT: 175

N3670

Structurally Deficient

Over: CREEK

5.7S OF OLIVE, Creek, OK

Built 1936 Load: 34.3 t ADT: 50

E0590

Structurally Deficient

Over: CREEK

3N 1.2W JCT SH51/SH99, Creek, OK

Built 2006 Load: 40.7 t ADT: 100

N3805

Structurally Deficient

Over: CREEK

4.5S 1W OF KELLYVILLE, Creek, OK

Built 1962 Load: 51.4 t ADT: 200

E0765

Structurally Deficient

Over: CREEK

3.5E 2.5S OF KELLYVILLE, Creek, OK

Built 2005 Load: 55.4 t ADT: 200

E0770

Structurally Deficient

Over: MOUNTAIN CREEK

3S 1E OF KELLYVILLE, Creek, OK

Built 1997 Load: 99.9 t ADT: 100

E0900

Structurally Deficient

Over: EAST FORK SANDY CREEK

.4E OF NEWBY, Creek, OK

Built 2011 Load: 99.9 t ADT: 100

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

Related

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