FHWA NBI 2024 Inspection record Public-domain dataset

SH 141-05- LM 6.51

Carrying SH 141-05- LM 6.51 over DITCH NO 8

JCT at 141 & 90, Clay, Arkansas

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
15 t Inventory load rating

Bridge Snapshot: SH 141-05- LM 6.51

The SH 141-05- LM 6.51 bridge in Clay, Arkansas carries SH 141-05- LM 6.51 over DITCH NO 8. It was built in 1972, making it 54 years old today. The structure is built primarily of steel and spans 2 sections, stretching 28.7 meters (94 feet) end to end. Daily traffic averages 350 vehicles, placing it in the lower-traffic tier of Arkansas bridges. It is owned and maintained by State Highway Agency.

The latest FHWA inspection records show a deck rating of 5/9, superstructure at 3/9, substructure at 4/9. The weakest component sits in poor condition. Because at least one major component scores 4 or lower, this bridge falls in FHWA's Poor condition category. That category is not a closure order. Its NBI inventory load rating is 15.4 metric tons.

Sourced from the FHWA National Bridge Inventory. See our methodology for refresh cadence and NBI release vintage.

How SH 141-05- LM 6.51 compares

▼ 9.5
Load rating vs Arkansas average (24.9 t)
Bottom 6%
Lower load rating than 94% of Arkansas bridges
66
Bridges in Clay · 10 in Poor condition
SH 141-05- LM 6.51 15.4 t
Arkansas average 24.9 t

Live comparison across Arkansas.

Historical Sufficiency Rating

PlainBridge-computed
38.5 / 100 - historical 20–49.9 band
Structural adequacy /55
0.0
Serviceability /30
24.2
Essentiality /15
14.4
Special reductions
0

FHWA discontinued this calculated item; it does not determine current condition, funding eligibility, posting, or closure. How the historical reference is calculated.

Condition Ratings

Deck
5/9
Fair (5–6)
Superstructure
3/9
Poor (1–4)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
15.4 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1972
Material
Steel
Number of Spans
2
Structure Length
28.7 m (94 ft)
Deck Width
9.0 m (30 ft)
Owner
State Highway Agency
Avg Daily Traffic
350 vehicles/day
Structure Number
0000000000M3566

Condition Analysis

  • At 5/9, the deck (driving surface) shows fair condition, with minor wear flagged for upkeep.
  • The superstructure (beams and supports above the deck) rates poor at 3/9, advanced deterioration that should be prioritized for repair.
  • The substructure (piers and abutments) rates poor at 4/9, advanced deterioration that should be prioritized for repair.

How to read this record

SH 141-05- LM 6.51 is in the federal Poor condition category. That is a component-based result, not a closure order.

  • NBI condition ratings reflect the latest record in this annual dataset, not a live status. Current routine inspection intervals are risk-based.
  • Understand what Poor condition does and does not mean before drawing conclusions. Poor condition explained
  • Compare SH 141-05- LM 6.51 against other structures in Clay 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 SH 141-05- LM 6.51?

SH 141-05- LM 6.51 in Clay, Arkansas has a deck rating of 5/9, superstructure rating of 3/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is SH 141-05- LM 6.51 inspected?

SH 141-05- LM 6.51'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 350 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. SH 141-05- LM 6.51 is currently shown as Poor condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for SH 141-05- LM 6.51?

SH 141-05- LM 6.51 has an NBI inventory load rating of 15.4 metric tons.

Who is responsible for maintaining SH 141-05- LM 6.51?

SH 141-05- LM 6.51 is owned and maintained by State Highway Agency.

How old is SH 141-05- LM 6.51 and does age affect safety?

SH 141-05- LM 6.51 was built in 1972, making it 54 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

Every figure on PlainBridge is rendered directly from federal source data, no number is typed in by an editor. This page draws directly on federal source data, no figure is typed in by an editor. See our editorial standards & corrections policy, the methodology behind these numbers, or report a data error.