FHWA NBI 2024 Inspection record Public-domain dataset

CR 42/5 SLS

Carrying CR 42/5 SLS over SOUTH FORK LUNICE CREEK

0.09 MILE N. OF CR 06 SLS, Grant, West Virginia

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
40 t Inventory load rating

Bridge Snapshot: CR 42/5 SLS

The CR 42/5 SLS bridge in Grant, West Virginia carries CR 42/5 SLS over SOUTH FORK LUNICE CREEK. It was built in 1951, making it 75 years old today. It was last reconstructed in 1977, extending its service life. The structure is built primarily of steel and spans 2 sections, stretching 19.9 meters (65 feet) end to end. Daily traffic averages 400 vehicles, placing it in the lower-traffic tier of West Virginia bridges. It is owned and maintained by State Highway Agency.

The latest FHWA inspection records show a deck rating of 5/9, superstructure at 5/9, 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 39.9 metric tons.

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

How CR 42/5 SLS compares

▼ 1.1
Load rating vs West Virginia average (41.0 t)
Bottom 48%
Lower load rating than 52% of West Virginia bridges
97
Bridges in Grant · 12 in Poor condition
CR 42/5 SLS 39.9 t
West Virginia average 41.0 t

Live comparison across West Virginia.

Historical Sufficiency Rating

PlainBridge-computed
50.0 / 100 - historical 50–79.9 band
Structural adequacy /55
30.0
Serviceability /30
8.0
Essentiality /15
15.0
Special reductions
−3.0

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 How the historical reference is calculated.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
5/9
Fair (5–6)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
39.9 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1951
Last Reconstructed
1977
Material
Steel
Number of Spans
2
Structure Length
19.9 m (65 ft)
Deck Width
6.1 m (20 ft)
Owner
State Highway Agency
Avg Daily Traffic
400 vehicles/day
Structure Number
00000000012A051

Condition Analysis

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

How to read this record

CR 42/5 SLS 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 CR 42/5 SLS against other structures in Grant and across West Virginia. West Virginia 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 CR 42/5 SLS?

CR 42/5 SLS in Grant, West Virginia has a deck rating of 5/9, superstructure rating of 5/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is CR 42/5 SLS inspected?

CR 42/5 SLS'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 400 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. CR 42/5 SLS 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 CR 42/5 SLS?

CR 42/5 SLS has an NBI inventory load rating of 39.9 metric tons.

Who is responsible for maintaining CR 42/5 SLS?

CR 42/5 SLS is owned and maintained by State Highway Agency.

How old is CR 42/5 SLS and does age affect safety?

CR 42/5 SLS was built in 1951, making it 75 years old and last reconstructed in 1977.

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.