FHWA NBI 2024 Inspection record Public-domain dataset

SH 91-01- LM 3.55

Carrying SH 91-01- LM 3.55 over LINDSEYS CREEK

3.55 MI S JCT US412/91, Lawrence, Arkansas

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
13 t Inventory load rating

Bridge Snapshot: SH 91-01- LM 3.55

The SH 91-01- LM 3.55 bridge in Lawrence, Arkansas carries SH 91-01- LM 3.55 over LINDSEYS CREEK. It was built in 1931, making it 95 years old today. It was last reconstructed in 1956, extending its service life. The structure is built primarily of concrete and spans 3 sections, stretching 13.7 meters (45 feet) end to end. Daily traffic averages 580 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 6/9, superstructure at 5/9, substructure at 4/9. The weakest component sits in poor condition. At least one major component here scores 4 or below, which produces a Poor condition classification under FHWA's current reporting rules. Its NBI inventory load rating is 12.7 metric tons.

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

How SH 91-01- LM 3.55 compares

▼ 12.2
Load rating vs Arkansas average (24.9 t)
Bottom 4%
Lower load rating than 96% of Arkansas bridges
61
Bridges in Lawrence · 7 in Poor condition
SH 91-01- LM 3.55 12.7 t
Arkansas average 24.9 t

Live comparison across Arkansas.

Historical Sufficiency Rating

PlainBridge-computed
25.5 / 100 - historical 20–49.9 band
Structural adequacy /55
1.5
Serviceability /30
11.0
Essentiality /15
13.0
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 How the historical reference is calculated.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
6/9
Fair (5–6)
Superstructure
5/9
Fair (5–6)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
12.7 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1931
Last Reconstructed
1956
Material
Concrete
Number of Spans
3
Structure Length
13.7 m (45 ft)
Deck Width
7.7 m (25 ft)
Owner
State Highway Agency
Avg Daily Traffic
580 vehicles/day
Structure Number
0000000000M1653

Condition Analysis

  • The deck (driving surface) rates fair at 6/9, minor deterioration that routine maintenance should address.
  • At 5/9, the superstructure (beams and supports above the deck) shows fair condition, with minor wear flagged for upkeep.
  • The substructure (piers and abutments) is in poor condition (4/9), showing advanced deterioration that may require priority repair.

How to read this record

SH 91-01- LM 3.55 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 91-01- LM 3.55 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 91-01- LM 3.55?

SH 91-01- LM 3.55 in Lawrence, Arkansas has a deck rating of 6/9, superstructure rating of 5/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is SH 91-01- LM 3.55 inspected?

SH 91-01- LM 3.55'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 580 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. SH 91-01- LM 3.55 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 91-01- LM 3.55?

SH 91-01- LM 3.55 has an NBI inventory load rating of 12.7 metric tons.

Who is responsible for maintaining SH 91-01- LM 3.55?

SH 91-01- LM 3.55 is owned and maintained by State Highway Agency.

How old is SH 91-01- LM 3.55 and does age affect safety?

SH 91-01- LM 3.55 was built in 1931, making it 95 years old and last reconstructed in 1956.

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.