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

0.10 MI NW OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,534

IH 10 SFR

Good

Over: DRAW

0.05 MI W OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 99

IH 10 N REST AREA

Good

Over: DRAW

1.50 MI SE OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 508

IH 10

Good

Over: DRAW

1.55 MI SE OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10 & REST RAMP

Good

Over: DRAW

1.85 MI SE OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

2.10 MI SE OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

2.15 MI SE OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

6.70 MI W OF US 190, Pecos, TX

Built 1977 Load: 23.6 t ADT: 7,534

IH 10

Good

Over: DRAW

5.60 MI W OF US 190, Pecos, TX

Built 1977 Load: 23.6 t ADT: 7,534

IH 10

Good

Over: DRAW

4.75 MI W OF US 190, Pecos, TX

Built 1977 Load: 23.6 t ADT: 7,534

IH 10 WB

Good

Over: DRAW

3.20 MI W OF US 190, Pecos, TX

Built 1977 Load: 23.6 t ADT: 3,251

IH 10 EB

Good

Over: DRAW

3.20 MI W OF US 190, Pecos, TX

Built 1977 Load: 23.6 t ADT: 3,525

IH 10

Good

Over: DRAW

2.95 MI W OF US 190, Pecos, TX

Built 1977 Load: 23.6 t ADT: 7,534

IH 10

Good

Over: DRAW

2.30 MI W OF US 190, Pecos, TX

Built 1977 Load: 23.6 t ADT: 7,534

IH 10

Good

Over: DRAW

2.10 MI W OF US 190, Pecos, TX

Built 1977 Load: 23.6 t ADT: 7,534

IH 10 SFR

Good

Over: Draw

8.80 Mi W of SH 349, Pecos, TX

Built 1932 Load: 23.6 t ADT: 99

IH 10 SFR

Good

Over: DRAW

7.2 MI W OF SH 349, Pecos, TX

Built 1932 Load: 23.6 t ADT: 20

IH 10

Good

Over: DRAW

2.35 MI SE OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

2.50 MI SE OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

2.60 MI E OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

2.90 MI SE OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10 & SFR

Good

Over: DRAW

3.35 MI SE OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

3.85 MI SE OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

5.00 MI SE OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

5.20 MI E OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

5.50 MI E OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

5.55 MI E OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

5.80 MI E OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10 WB

Good

Over: DRAW

6.00 MI E OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

6.20 MI E OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

7.10 MI E OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

7.45 MI SE OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10 WB ON RAMP

Good

Over: DRAW

7.45 MI SE OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 99

IH 10 SFR

Good

Over: DRAW

7.55 MI SE OF US 190, Pecos, TX

Built 1978 Load: 23.6 t ADT: 508

IH 10

Good

Over: DRAW

9.7 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

9.10 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

8.10 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

7.80 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

7.55 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

7.30 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

7.20 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

6.80 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

6.55 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

5.20 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10 WB ON-RAMP

Good

Over: DRAW

5.10 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 402

IH 10 EB OFF-RAMP

Good

Over: DRAW

5.25 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 402

IH 10 WB OFF-RAMP

Good

Over: DRAW

4.85 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 402

IH 10

Good

Over: DRAW

4.90 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

4.20 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

IH 10

Good

Over: DRAW

3.45 MI W OF SH 349, Pecos, TX

Built 1978 Load: 23.6 t ADT: 7,266

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