Archer County, TX

125 public highway bridges

Archer County Bridge Snapshot

Archer County, Texas contains 125 public highway bridges in the FHWA National Bridge Inventory. Roughly 44.8% are rated “Good,” 51.2% “Fair,” 0.8% “Poor,” and 0.8% 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 TX 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.

125
Total Bridges
44.8%
Good
0.8%
Poor
0.8%
Structurally Deficient

Condition Distribution

Good
44.8% (56)
Fair
51.2% (64)
Poor
0.8% (1)
SD
0.8% (1)

All Bridges (125)

US 277 SBML&FR

Good

Over: DRAW

0.4 MI E OF FM 368, Archer, TX

Built 2006 Load: 32.7 t ADT: 3,876

US 281

Good

Over: LITTLE WICHITA RIVER

1.9 MI N OF FM 172, Archer, TX

Built 1998 Load: 32.7 t ADT: 4,328

FM 1954

Good

Over: DRAW

1.1 MI E OF FM 2650, Archer, TX

Built 1998 Load: 32.7 t ADT: 1,730

FM 1954

Good

Over: HOLLIDAY CREEK

1.5 MI E OF FM 368, Archer, TX

Built 2022 Load: 32.7 t ADT: 532

FM 1954

Good

Over: PANTHER CREEK

1.8 MI E OF FM 368, Archer, TX

Built 2022 Load: 32.7 t ADT: 532

CR 107 / WELLS RD

Good

Over: HOLLIDAY CREEK

0.65 MI N OF FM 440, Archer, TX

Built 2008 Load: 32.7 t ADT: 270

CR 156 / HARMEL RD

Good

Over: DRAW

0.30 MI W OF FM 210, Archer, TX

Built 2001 Load: 32.7 t ADT: 30

CR 156 / HARMEL RD

Good

Over: WAGON BR

1.30 MI W OF FM 210, Archer, TX

Built 2005 Load: 32.7 t ADT: 20

CR 161 / KINCY RD

Good

Over: S FK LITTLE WICHITA RI

1.15 MI W OF FM 2178, Archer, TX

Built 2008 Load: 32.7 t ADT: 10

CR 161 / SPAIN RD

Good

Over: S FK LITTLE WICHITA RI

2.10 MI W OF FM 2178, Archer, TX

Built 2008 Load: 32.7 t ADT: 30

CR 161 / KINCY RD

Good

Over: DRAW

3.05 MI NW OF FM 2178, Archer, TX

Built 2008 Load: 32.7 t ADT: 30

CR 166 / RIVER RD

Good

Over: S FK LITTLE WICHITA RI

2.10 MI NW OF SH 25, Archer, TX

Built 1995 Load: 32.7 t ADT: 10

CR 166 / SEAY RD

Good

Over: MDL FK LITTLE WICHITA RI

0.75 MI N OF FM 210, Archer, TX

Built 2023 Load: 32.7 t ADT: 10

CR189/ TERRAPIN RD

Good

Over: MESQUITE CREEK

0.90 MI W OF FM 2178, Archer, TX

Built 2001 Load: 32.7 t ADT: 50

CR199/ FALLS CO RD

Good

Over: DRAW

3.35 MI W OF SH 79, Archer, TX

Built 2008 Load: 32.7 t ADT: 30

CR199/ FALLS CO RD

Good

Over: MESQUITE CREEK

7.00 MI W OF SH 79, Archer, TX

Built 2008 Load: 32.7 t ADT: 30

N PARKEY RNCH RD

Good

Over: SLIPPERY CREEK

4.70 MI S OF US 82, Archer, TX

Built 2008 Load: 32.7 t ADT: 10

WILSON RANCH RD

Good

Over: HOLLIDAY CREEK

2.55 MI. SW of SH 25, Archer, TX

Built 2023 Load: 32.7 t ADT: 10

CONTINENTAL RD

Good

Over: S SIDE IRRIGATION CANAL

1.90 MI E OF FM 2846, Archer, TX

Built 2012 Load: 32.7 t ADT: 20

CR 246/ BRITTON LN

Good

Over: DRAW

0.35 MI S OF US 82, Archer, TX

Built 2018 Load: 32.7 t ADT: 50

CR 261 / RIVER RD

Good

Over: DRAW

5.50 MI S OF FM 368, Archer, TX

Built 2023 Load: 32.7 t ADT: 13

CR 328/ S LAKE RD

Good

Over: N FK LITTLE WICHITA RI

1.40 MI S OF FM 368, Archer, TX

Built 2003 Load: 32.7 t ADT: 110

FM 368

Good

Over: HOLLIDAY CREEK

2.5 MI S OF US 277, Archer, TX

Built 1950 Load: 33.6 t ADT: 426

FM 1180

Good

Over: WICHITA RIVER

1.2 MI S WICHITA CO LINE, Archer, TX

Built 1979 Load: 36.3 t ADT: 36

SH 25

Poor

Over: MID FRK LIT WICHITA RIV

1.5 MI N OF FM 210, Archer, TX

Built 1938 Load: 20.0 t ADT: 437

Related

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