FHWA NBI 2024 Inspection record Public-domain dataset

SH 230-06- LM 2.90

Carrying SH 230-06- LM 2.90 over WEST FORK CACHE RIVER

2.90 MI E JCT SH 91-230, Lawrence, Arkansas

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
5 t Inventory load rating

Bridge Snapshot: SH 230-06- LM 2.90

The SH 230-06- LM 2.90 bridge in Lawrence, Arkansas carries SH 230-06- LM 2.90 over WEST FORK CACHE RIVER. It was built in 1967, making it 59 years old today. The structure is built primarily of steel and spans 1 section, stretching 60.4 meters (198 feet) end to end. Daily traffic averages 740 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 4/9, 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 4.5 metric tons.

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

How SH 230-06- LM 2.90 compares

▼ 20.4
Load rating vs Arkansas average (24.9 t)
Bottom 1%
Lower load rating than 99% of Arkansas bridges
61
Bridges in Lawrence · 7 in Poor condition
SH 230-06- LM 2.90 4.5 t
Arkansas average 24.9 t

Live comparison across Arkansas.

Historical Sufficiency Rating

PlainBridge-computed
26.8 / 100 - historical 20–49.9 band
Structural adequacy /55
0.0
Serviceability /30
13.2
Essentiality /15
13.7
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 How the historical reference is calculated.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
4/9
Poor (1–4)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
4.5 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1967
Material
Steel
Number of Spans
1
Structure Length
60.4 m (198 ft)
Deck Width
7.7 m (25 ft)
Owner
State Highway Agency
Avg Daily Traffic
740 vehicles/day
Structure Number
0000000000M3817

Condition Analysis

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

How to read this record

SH 230-06- LM 2.90 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 230-06- LM 2.90 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 230-06- LM 2.90?

SH 230-06- LM 2.90 in Lawrence, Arkansas has a deck rating of 6/9, superstructure rating of 4/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is SH 230-06- LM 2.90 inspected?

SH 230-06- LM 2.90'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 740 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. SH 230-06- LM 2.90 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 230-06- LM 2.90?

SH 230-06- LM 2.90 has an NBI inventory load rating of 4.5 metric tons.

Who is responsible for maintaining SH 230-06- LM 2.90?

SH 230-06- LM 2.90 is owned and maintained by State Highway Agency.

How old is SH 230-06- LM 2.90 and does age affect safety?

SH 230-06- LM 2.90 was built in 1967, making it 59 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.