Pecos County, TX

470 public highway bridges

Pecos County Bridge Snapshot

Pecos County, Texas contains 470 public highway bridges in the FHWA National Bridge Inventory. Roughly 60% are rated “Good,” 33% “Fair,” 0.4% “Poor,” and 0.4% 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.

470
Total Bridges
60%
Good
0.4%
Poor
0.4%
Structurally Deficient

Condition Distribution

Good
60% (282)
Fair
33% (155)
Poor
0.4% (2)
SD
0.4% (2)

All Bridges (470)

IH 10

Good

Over: DRAW

2.95 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

2.65 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

2.50 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

0.70 MI NW OF SH 349, Pecos, TX

Built 1979 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

0.15 MI E OF SH 349, Pecos, TX

Built 1979 Load: 23.6 t ADT: 7,187

IH 10

Good

Over: DRAW

1.50 MI SE OF SH 349, Pecos, TX

Built 1979 Load: 23.6 t ADT: 7,187

IH 10

Good

Over: DRAW

1.70 MI SE OF SH 349, Pecos, TX

Built 1979 Load: 23.6 t ADT: 7,187

SPUR 194

Good

Over: DRAW

0.80 MI SW OF US 385, Pecos, TX

Built 1936 Load: 23.6 t ADT: 2,800

SPUR 194

Good

Over: DRAW

0.40 MI SW OF US 385, Pecos, TX

Built 1936 Load: 23.6 t ADT: 2,330

SPUR 293

Good

Over: DRAW

0.2 MI W OF FM 11, Pecos, TX

Built 1937 Load: 23.6 t ADT: 100

SPUR 293

Good

Over: DRAW

0.60 MI E OF FM 11, Pecos, TX

Built 1937 Load: 23.6 t ADT: 100

Spur 293

Good

Over: Draw

1.20 Mi E of FM 11, Pecos, TX

Built 1937 Load: 23.6 t ADT: 57

US 190

Good

Over: Draw

0.40 Mi N of IH 10, Pecos, TX

Built 1963 Load: 23.6 t ADT: 1,471

SH 18

Good

Over: DRAW

1.05 MI S OF WARD C/L, Pecos, TX

Built 1948 Load: 23.6 t ADT: 2,203

SH 18

Good

Over: DRAW

2.10 MI S OF WARD C/L, Pecos, TX

Built 1948 Load: 23.6 t ADT: 2,203

SH 18

Good

Over: DRAW

3.70 MI S OF WARD C/L, Pecos, TX

Built 1948 Load: 23.6 t ADT: 2,203

SH 18

Good

Over: DRAW

1.40 MI S OF FM 1450, Pecos, TX

Built 1948 Load: 23.6 t ADT: 1,636

SH 18

Good

Over: COURTNEY CREEK

2.90 MI S OF FM 1450, Pecos, TX

Built 1948 Load: 23.6 t ADT: 1,636

SH 18

Good

Over: DRAW

8.60 MI S OF WARD C/L, Pecos, TX

Built 1948 Load: 23.6 t ADT: 1,636

SH 18

Good

Over: DRAW

10.00 MI S OF WARD C/L, Pecos, TX

Built 1948 Load: 23.6 t ADT: 1,636

SH 18

Good

Over: DRAW

12.55 MI N OF IH 10, Pecos, TX

Built 1947 Load: 23.6 t ADT: 1,636

SH 18

Good

Over: DRAW

9.85 MI N OF IH 10, Pecos, TX

Built 1947 Load: 23.6 t ADT: 1,877

SH 18

Good

Over: DRAW

0.25 MI N OF IH 10, Pecos, TX

Built 1983 Load: 23.6 t ADT: 5,455

US 285

Good

Over: DRAW

5.40 MI SE OF IH 10 BUS, Pecos, TX

Built 1950 Load: 23.6 t ADT: 1,406

US 285

Good

Over: DRAW

7.65 MI SE OF IH 10 BUS, Pecos, TX

Built 1963 Load: 23.6 t ADT: 1,406

US 285

Good

Over: DRAW

8.21 MI SE OF IH 10 BUS, Pecos, TX

Built 1963 Load: 23.6 t ADT: 1,406

US 285

Good

Over: DRAW

8.89 MI SE OF IH 10 BUS, Pecos, TX

Built 1963 Load: 23.6 t ADT: 1,406

US 285

Good

Over: DRAW

9.13 MI SE OF IH 10 BUS, Pecos, TX

Built 1963 Load: 23.6 t ADT: 1,406

US 285

Good

Over: DRAW

9.38 MI SE OF IH 10 BUS, Pecos, TX

Built 1963 Load: 23.6 t ADT: 1,406

US 285

Good

Over: DRAW

17.85 MI SE OF IH 10 BUS, Pecos, TX

Built 1963 Load: 23.6 t ADT: 930

US 285

Good

Over: DRAW

3.70 MI SE OF IH 10 BUS, Pecos, TX

Built 1963 Load: 23.6 t ADT: 1,406

US 285

Good

Over: DRAW

6.20 MI SE OF IH 10 BUS, Pecos, TX

Built 1972 Load: 23.6 t ADT: 1,406

US 285

Good

Over: Monument Draw

25.7 Mi SE of BI 10, Pecos, TX

Built 1949 Load: 23.6 t ADT: 930

US 285

Good

Over: DRAW

28.46 MI SE OF IH 10 BUS, Pecos, TX

Built 1965 Load: 23.6 t ADT: 1,049

US 285

Good

Over: DRAW

30.12 MI SE OF IH 10 BUS, Pecos, TX

Built 1965 Load: 23.6 t ADT: 992

US 285

Good

Over: DRAW

38.74 MI SE OF IH 10 BUS, Pecos, TX

Built 1965 Load: 23.6 t ADT: 992

US 285

Good

Over: Draw

13.0 Mi N of US 90, Pecos, TX

Built 1965 Load: 23.6 t ADT: 1,074

US 285

Good

Over: DRAW

1.70 MI N OF TERRELL C/L, Pecos, TX

Built 1965 Load: 23.6 t ADT: 1,074

IH 10 ML

Good

Over: DRAINAGE DITCH

9.10 MI E OF REEVES C/L, Pecos, TX

Built 1932 Load: 23.6 t ADT: 4,295

IH 10

Good

Over: DRAINAGE DITCH

10.60 MI E OF REEVES C/L, Pecos, TX

Built 1931 Load: 23.6 t ADT: 4,295

IH 10 N FR

Good

Over: DRAINAGE DITCH

0.45 MI E OF US 67, Pecos, TX

Built 1931 Load: 23.6 t ADT: 220

IH 10 WB

Good

Over: DRAIN

4.45 MI E OF REEVES C/L, Pecos, TX

Built 1959 Load: 23.6 t ADT: 2,105

IH 10

Good

Over: DRAIN

10.71 MI E OF REEVES C/L, Pecos, TX

Built 1959 Load: 23.6 t ADT: 4,295

IH 10 EB

Good

Over: DRAIN

5.57 MI E OF REEVES C/L, Pecos, TX

Built 1966 Load: 23.6 t ADT: 2,414

IH 10

Good

Over: DRAIN

6.28 MI E OF REEVES C/L, Pecos, TX

Built 1966 Load: 23.6 t ADT: 4,295

IH 10 WB

Good

Over: COYANOSA DRAW EAST REL

14.67 MI E OF REEVES C/L, Pecos, TX

Built 1971 Load: 23.6 t ADT: 2,501

IH 10 WB

Good

Over: DRAW

15.41 MI E OF REEVES C/L, Pecos, TX

Built 1971 Load: 23.6 t ADT: 2,501

IH 10 EB

Good

Over: DRAW

15.41 MI E OF REEVES C/L, Pecos, TX

Built 1971 Load: 23.6 t ADT: 2,597

IH 10 WB

Good

Over: DRAW

15.73 MI E OF REEVES C/L, Pecos, TX

Built 1971 Load: 23.6 t ADT: 2,501

IH 10 EB

Good

Over: DRAW

15.73 MI E OF REEVES C/L, Pecos, TX

Built 1971 Load: 23.6 t ADT: 2,597

Related

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