FHWA NBI 2024 Inspection record Public-domain dataset

SH 25-06- LM 13.27

Carrying SH 25-06- LM 13.27 over CYPRESS CREEK

13.46 M NE INDEPENDENCE C, Lawrence, Arkansas

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Poor
18 t Inventory load rating Lower than 87% of rated Arkansas bridges

SH 25-06- LM 13.27 in Lawrence, Arkansas sits above 13% of rated Arkansas bridges on inventory load rating (18 t), while its 1953 build year is earlier than 77% of Lawrence's recorded-year cohort (126 bridges).

SH 25-06- LM 13.27 in Lawrence, Arkansas is rated Poor in the FHWA's 2024 National Bridge Inventory. Built in 1953, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 4. The lowest applicable rating sets the federal condition category, so this Poor 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:000000000002923

INTERSTATE-ERA · CONCRETE · LONG-SPAN-RUN · SUPER-LED · ARTERIAL-ADT · LIGHT-LOAD · CAT-POOR

  • INTERSTATE-ERA 1950–1979
  • CONCRETE Concrete
  • LONG-SPAN-RUN 5 spans
  • SUPER-LED Superstructure-led
  • ARTERIAL-ADT Arterial ADT
  • LIGHT-LOAD Light load
  • CAT-POOR Poor

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: SH 25-06- LM 13.27

The SH 25-06- LM 13.27 bridge in Lawrence, Arkansas carries SH 25-06- LM 13.27 over CYPRESS CREEK. It was built in 1953, making it 73 years old today. The structure is built primarily of concrete and spans 5 sections, stretching 29.0 meters (95 feet) end to end. Daily traffic averages 1,800 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 5/9, superstructure at 4/9, substructure at 6/9. 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.

How SH 25-06- LM 13.27 compares

▼ 8.0
Load rating vs Arkansas average (26.1 t; 12,914 of 12,974 rated)
126
Bridges in Lawrence · 11 in Poor condition

Age against the county: built in 1953, earlier than 97 of Lawrence's 126 bridges with a recorded construction year (77%), against a county median build year of 1980. Age is not a defect on its own, but it is the population from which future Poor ratings are drawn.

SH 25-06- LM 13.27 18.1 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).

SH 25-06- LM 13.27 vs every rated Arkansas bridge

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

18 Top 87% higher than 13% 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
5/9
Fair (5–6)
Superstructure
4/9
Poor (1–4)
Substructure
6/9
Fair (5–6)
Inventory Load Rating
18.1 t
NBI inventory level (metric tons)
Overall Condition
Poor

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.

Lawrence inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 126 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
1953
Material
Concrete
Number of Spans
5
Structure Length
29.0 m (95 ft)
Deck Width
7.6 m (25 ft)
Owner
State Highway Agency
Avg Daily Traffic
1,800 vehicles/day
Structure Number
000000000002923

Condition Analysis

  • The deck (driving surface) is in fair condition (5/9), with minor deterioration that may require routine maintenance.
  • At 4/9, the superstructure (beams and supports above the deck) is in poor shape, with advanced wear on file for this vintage.
  • At 6/9, the substructure (piers and abutments) shows fair condition, with minor wear flagged for upkeep.

How to read this record

SH 25-06- LM 13.27 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 25-06- LM 13.27 against other structures in Lawrence 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 25-06- LM 13.27?

SH 25-06- LM 13.27 in Lawrence, Arkansas has a deck rating of 5/9, superstructure rating of 4/9, and substructure rating of 6/9 on the FHWA's 0–9 scale.

How often is SH 25-06- LM 13.27 inspected?

SH 25-06- LM 13.27'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 1,800 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. SH 25-06- LM 13.27 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 25-06- LM 13.27?

SH 25-06- LM 13.27 has an NBI inventory load rating of 18.1 metric tons.

Who is responsible for maintaining SH 25-06- LM 13.27?

SH 25-06- LM 13.27 is owned and maintained by State Highway Agency.

How old is SH 25-06- LM 13.27 and does age affect safety?

SH 25-06- LM 13.27 was built in 1953, making it 73 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.