FHWA NBI 2024 Inspection record Public-domain dataset

US 167 S-9 LM 3.18

Carrying US 167 S-9 LM 3.18 over Saline Relief

0.66 MI N of Jct SH 48, Dallas, Arkansas

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Good
40 t Inventory load rating Higher than 99% of rated Arkansas bridges

US 167 S-9 LM 3.18 in Dallas, Arkansas sits above 99% of rated Arkansas bridges on inventory load rating (40 t), while its 2014 build year is earlier than 4% of Dallas's recorded-year cohort (103 bridges).

US 167 S-9 LM 3.18 in Dallas, Arkansas is rated Good in the FHWA's 2024 National Bridge Inventory. Built in 2014, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 7. The lowest applicable rating sets the federal condition category, so this Good result describes the weakest reported component rather than the structure as a whole. No NBI category is a closure decision or a live crossing-safety verdict.

NBI record plate

Structure AR:000000000007245

POST-2000 · PRESTRESS · LONG-SPAN-RUN · TIED-CTRL · ARTERIAL-ADT · STANDARD-LOAD · CAT-GOOD

  • POST-2000 2000+
  • PRESTRESS Prestressed concrete
  • LONG-SPAN-RUN 5 spans
  • TIED-CTRL Tied control
  • ARTERIAL-ADT Arterial ADT
  • STANDARD-LOAD Standard load
  • CAT-GOOD Good

Inspection-sheet codes from this record’s year, material family, spans, controlling component, ADT, inventory load, and NBI category, not a live closure verdict.

Bridge Snapshot: US 167 S-9 LM 3.18

The US 167 S-9 LM 3.18 bridge in Dallas, Arkansas carries US 167 S-9 LM 3.18 over Saline Relief. It was built in 2014, making it 12 years old today. The structure is built primarily of prestressed concrete continuous and spans 5 sections, stretching 92.1 meters (302 feet) end to end. Daily traffic averages 4,800 vehicles, placing it in the moderately-trafficked tier of Arkansas bridges. It is owned and maintained by State Highway Agency.

The latest FHWA inspection records show a deck rating of 7/9, superstructure at 8/9, substructure at 7/9. The weakest component sits in good condition. All reported major components score above the Poor range.

How US 167 S-9 LM 3.18 compares

▲ 13.8
Load rating vs Arkansas average (26.1 t; 12,914 of 12,974 rated)
103
Bridges in Dallas · 5 in Poor condition

Age against the county: built in 2014, earlier than 4 of Dallas's 103 bridges with a recorded construction year (4%), against a county median build year of 1985. This is one of the newer structures in its county.

US 167 S-9 LM 3.18 39.9 t
Arkansas average (12,914 of 12,974 rated) 26.1 t

Live comparison across Arkansas bridges with a recorded inventory load rating (12,914 of 12,974 rated).

US 167 S-9 LM 3.18 vs every rated Arkansas bridge

Inventory load rating (metric tons), FHWA NBI, this state

40 Top 1% higher than 99% of 12,914 bridges

rated Arkansas bridges, bucketed by value

Each bar is a band; taller bars hold more bridges. The dashed line + filled bar mark this entry. Hover or tap any bar for its full count and share, and where it sits relative to this entry.

Source FHWA National Bridge Inventory · August 2026

Condition Ratings

Deck
7/9
Good (7–9)
Superstructure
8/9
Good (7–9)
Substructure
7/9
Good (7–9)
Inventory Load Rating
39.9 t
NBI inventory level (metric tons)
Overall Condition
Good

Full 0–9 scale + sufficiency-rating breakdown: how condition ratings work.

Reported 0–9 component ratings from the FHWA NBI. The highlighted component is the lowest reported input to this record’s current condition category; it is not a closure or live crossing-safety decision.

Dallas inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 103 bridges in this county. Orthogonal to this structure's component profile above: a county catalog share, not a live crossing-safety verdict.

Structural Details

Year Built
2014
Material
Prestressed Concrete Continuous
Number of Spans
5
Structure Length
92.1 m (302 ft)
Deck Width
23.8 m (78 ft)
Owner
State Highway Agency
Avg Daily Traffic
4,800 vehicles/day
Structure Number
000000000007245

Condition Analysis

  • At 7/9, the deck (driving surface) is in good shape and shows no significant wear.
  • The superstructure (beams and supports above the deck) rates good at 8/9, with no significant deterioration on file.
  • The substructure (piers and abutments) rates good at 7/9, with no significant deterioration on file.

How to read this record

This page shows what the last federal inspection recorded, not whether US 167 S-9 LM 3.18 is safe to cross today. Here is how to use it.

  • NBI condition ratings reflect the latest record in this annual dataset, not a live status. Current routine inspection intervals are risk-based.
  • Learn how the 0–9 condition scale and Good/Fair/Poor categories are defined. How condition ratings work
  • Compare US 167 S-9 LM 3.18 against other structures in Dallas and across Arkansas. Arkansas bridges
  • Noticed visible damage or a safety concern? Report it to the agency that owns the bridge, or call 911 in an emergency. How to report a bridge

Condition codes come straight from the FHWA National Bridge Inventory and are not a real-time safety judgment. Only the owning agency, a state DOT, county, or other owner, can post, restrict, or close a bridge.

Frequently Asked Questions

What do the condition ratings mean for US 167 S-9 LM 3.18?

US 167 S-9 LM 3.18 in Dallas, Arkansas has a deck rating of 7/9, superstructure rating of 8/9, and substructure rating of 7/9 on the FHWA's 0–9 scale.

How often is US 167 S-9 LM 3.18 inspected?

US 167 S-9 LM 3.18's responsible agency sets its routine interval under FHWA's risk-based inspection rules; this page does not expose the scheduled interval. It carries about 4,800 vehicles per day.

What does “structurally deficient” mean in older bridge reports?

FHWA retired that reported status beginning with the 2018 archive. US 167 S-9 LM 3.18 is currently shown as Good condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for US 167 S-9 LM 3.18?

US 167 S-9 LM 3.18 has an NBI inventory load rating of 39.9 metric tons.

Who is responsible for maintaining US 167 S-9 LM 3.18?

US 167 S-9 LM 3.18 is owned and maintained by State Highway Agency.

How old is US 167 S-9 LM 3.18 and does age affect safety?

US 167 S-9 LM 3.18 was built in 2014, making it 12 years old.

Disclaimer: Bridge condition data is from the FHWA NBI and reflects the last reported inspection. A Poor condition rating is not a live declaration that a bridge is closed or unsafe for travel. For current closure, posting, or safety information, contact the responsible transportation agency.

Data sourced from the Federal Highway Administration National Bridge Inventory. See our methodology for details. Retrieved and formatted by PlainBridges

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Send this source-bounded record or download its data card. An NBI condition category is not a closure or live crossing-safety verdict.

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Every figure on PlainBridges is rendered directly from federal source data, no number is typed in by an editor. Component ratings, ADT, and condition category on this page are copied from the NBI record for this structure; no figure is typed in by an editor. See our editorial standards & corrections policy, the methodology behind these numbers, or report a data error. Data current as of 2024 NBI release. NBI condition categories reflect the latest reported inventory record, not a live safety, closure, or travel decision.