Latimer County, OK

196 public highway bridges

Latimer County Bridge Snapshot

Latimer County, Oklahoma contains 196 public highway bridges in the FHWA National Bridge Inventory. Roughly 58.7% are rated “Good,” 35.7% “Fair,” 5.6% “Poor,” and 5.6% 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.

196
Total Bridges
58.7%
Good
5.6%
Poor
5.6%
Structurally Deficient

Condition Distribution

Good
58.7% (115)
Fair
35.7% (70)
Poor
5.6% (11)
SD
5.6% (11)

All Bridges (196)

S.H. 82

Good

Over: FOURCHE MALINE CREEK

8NW LEFLORE C/L, Latimer, OK

Built 2011 Load: 36.3 t ADT: 730

LORIE LN RD

Good

Over: CROOKED CREEK

2.3 W; 1.0 S TALIHINA, Latimer, OK

Built 2012 Load: 37.2 t ADT: 50

S.H. 1

Good

Over: BUFFALO CREEK

3 E JCT S.H. 2, Latimer, OK

Built 2019 Load: 37.2 t ADT: 2,100

S.H. 1

Good

Over: ROCK CREEK

12.7 E JCT S.H. 2, Latimer, OK

Built 2015 Load: 37.7 t ADT: 2,700

YOURMAN RD.

Good

Over: SOUTH GAINES CREEK

1.8 S DAMON, Latimer, OK

Built 1987 Load: 38.1 t ADT: 50

3934C

Good

Over: JEFFERSON CREEK

3.5E 2N OF LODI, Latimer, OK

Built 2006 Load: 38.1 t ADT: 200

3906C

Good

Over: BOILING SPRINGS CREEK

.2W OF CHILLI, Latimer, OK

Built 2006 Load: 38.1 t ADT: 100

3902C

Good

Over: BRAZIL CREEK

2.5 MI N OF RED OAK, Latimer, OK

Built 1995 Load: 39.0 t ADT: 150

3920C

Good

Over: LONG CREEK

3.0 NW OF BENGAL, Latimer, OK

Built 2010 Load: 39.0 t ADT: 200

S.H. 1

Good

Over: GAINES CREEK

2.19 E PITTSBURG C/L, Latimer, OK

Built 2000 Load: 39.9 t ADT: 1,400

S.H. 1

Good

Over: CREEK

3.22 E JCT SH-2, Latimer, OK

Built 1934 Load: 40.4 t ADT: 2,100

U.S. 270

Good

Over: LITTLE FOURCHE MALINE CR

6.89 E JCT SH-2, Latimer, OK

Built 1934 Load: 41.7 t ADT: 2,400

S.H. 82

Good

Over: BRAZIL CREEK

2.03 N JCT US-270, Latimer, OK

Built 1979 Load: 41.7 t ADT: 1,200

U.S. 270

Good

Over: GAINES CREEK OVERFLOW

3.85 E PITTSBURG C/L, Latimer, OK

Built 1996 Load: 42.6 t ADT: 3,000

3920C

Good

Over: CREEK

3.6S & 3.1E OF PANOLA, Latimer, OK

Built 2008 Load: 44.5 t ADT: 100

E1470 (3910C)

Good

Over: CREEK

.3W of LIMESTONE, Latimer, OK

Built 2017 Load: 44.5 t ADT: 100

E1450

Good

Over: BANDY CREEK

0.3 E OF US270, Latimer, OK

Built 2001 Load: 44.9 t ADT: 285

LES MITCHELL RD

Good

Over: LITTLE FOURCHE MALINE CR

2.9 E; 0.3 S PANOLA, Latimer, OK

Built 2008 Load: 45.4 t ADT: 90

GAINES CREEK RD

Good

Over: BEAVER CREEK

2.4 S CHILLI, Latimer, OK

Built 2011 Load: 45.4 t ADT: 100

S.H. 2

Good

Over: CREEK

12.86 N PUSHMATAHA C/L, Latimer, OK

Built 1932 Load: 46.4 t ADT: 820

N4490

Good

Over: FOURCHE MALINE CREEK

2.0 MI S OF DENMAN, Latimer, OK

Built 2000 Load: 46.9 t ADT: 150

U.S. 270

Good

Over: CEDAR CREEK

21.79 E JCT SH-2, Latimer, OK

Built 1974 Load: 47.4 t ADT: 1,700

N4355

Good

Over: FOURCHE MALINE CREEK

3.1W .6S OF PANOLA, Latimer, OK

Built 2015 Load: 48.1 t ADT: 100

N4355

Good

Over: FOURCHE MALINE CR.O'FLO.

3.1W .4S OF PANOLA, Latimer, OK

Built 2015 Load: 48.1 t ADT: 100

S.H. 1

Good

Over: CREEK

5.20 E PITTSBURG C/L, Latimer, OK

Built 1938 Load: 49.0 t ADT: 1,400

D4295 RD

Good

Over: ANDERSON CREEK

4.0 W; 0.9 N YANUSH, Latimer, OK

Built 2010 Load: 50.8 t ADT: 25

3920C

Good

Over: PEACHLAND CREEK

2W OF BENGAL, Latimer, OK

Built 2009 Load: 52.6 t ADT: 100

S.H. 82

Good

Over: WEST FORK CREEK

.08 N.W. LEFLORE C/L, Latimer, OK

Built 2016 Load: 52.9 t ADT: 600

S.H. 2

Good

Over: CREEK

13.93 N PUSHMATAHA C/L, Latimer, OK

Built 1932 Load: 58.1 t ADT: 820

S.H. 2

Good

Over: CREEK

5.75 N PUSHMATAHA C/L, Latimer, OK

Built 1933 Load: 60.0 t ADT: 1,700

U.S. 270

Good

Over: CREEK

21.73 E JCT SH-2, Latimer, OK

Built 1974 Load: 60.0 t ADT: 1,700

S.H. 2

Good

Over: CREEK

12.57 N PUSHMATAHA C/L, Latimer, OK

Built 1932 Load: 61.2 t ADT: 820

S.H. 1

Good

Over: CREEK

6.4 E JCT SH-2, Latimer, OK

Built 1935 Load: 67.0 t ADT: 2,300

S.H. 2

Good

Over: CREEK

7.76 N JCT US-270, Latimer, OK

Built 1956 Load: 90.7 t ADT: 940

S.H. 2

Good

Over: CREEK

2.07 N JCT US-270, Latimer, OK

Built 1929 Load: 99.9 t ADT: 1,900

N4416

Poor

Over: SPRING CREEK

ON HANEY HOLLOW ROAD, Latimer, OK

Built 1998 Load: 14.5 t ADT: 40

N4375 RD

Poor

Over: CEDAR CREEK

4.0 E; 0.4 S YANUSH, Latimer, OK

Built 1994 Load: 19.1 t ADT: 50

E1495

Poor

Over: CREEK

1.0 W; & 0.5 S. OF DAMON, Latimer, OK

Built 1994 Load: 19.1 t ADT: 100

N4377

Poor

Over: CREEK

4.1 E; 1.8 S YANUSH, Latimer, OK

Built 1996 Load: 19.1 t ADT: 50

N4320

Structurally Deficient

Over: BANDY CREEK

.5 W .1 S OF US 270 & SH2, Latimer, OK

Built 1969 Load: 19.1 t ADT: 100

3924C

Structurally Deficient

Over: ANDERSON CREEK

4.3 W YANUSH, Latimer, OK

Built 1981 Load: 19.1 t ADT: 100

N4330 DILL DR

Structurally Deficient

Over: CREEK

0.5 W; 1.0 N YANUSH, Latimer, OK

Built 1992 Load: 19.1 t ADT: 25

N4340 RD

Structurally Deficient

Over: CREEK

0.5 E; 1.6 S YANUSH, Latimer, OK

Built 1992 Load: 19.1 t ADT: 25

AIRPORT RD.

Structurally Deficient

Over: JACKSON CREEK

1.3 W; 1.7 S TALIHINA, Latimer, OK

Built 1994 Load: 19.1 t ADT: 50

N4355 RD

Structurally Deficient

Over: CREEK

2.0 E; 1.5 S YANUSH, Latimer, OK

Built 1996 Load: 19.1 t ADT: 24

3922C

Structurally Deficient

Over: CREEK

9.0 W; 1.5 S YANUSH, Latimer, OK

Built 1981 Load: 19.1 t ADT: 100

Related

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