FHWA NBI 2024 Inspection record Public-domain dataset

CR 28/7 SLS

Carrying CR 28/7 SLS over NORTH FORK LUNICE CREEK

1.03 MI SOUTH OF WV 42 T, Grant, West Virginia

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Good
44 t Inventory load rating

Bridge Snapshot: CR 28/7 SLS

The CR 28/7 SLS bridge in Grant, West Virginia carries CR 28/7 SLS over NORTH FORK LUNICE CREEK. It was built in 1970, making it 56 years old today. It was last reconstructed in 2009, extending its service life. The structure is built primarily of prestressed concrete and spans 1 section, stretching 11.8 meters (39 feet) end to end. Daily traffic averages 550 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 7/9, superstructure at 7/9, substructure at 7/9. The weakest component sits in good condition. All reported major components score above the Poor range. Its NBI inventory load rating is 44.4 metric tons.

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

How CR 28/7 SLS compares

▲ 3.4
Load rating vs West Virginia average (41.0 t)
Top 41%
Higher load rating than 59% of West Virginia bridges
97
Bridges in Grant · 12 in Poor condition
CR 28/7 SLS 44.4 t
West Virginia average 41.0 t

Live comparison across West Virginia.

Historical Sufficiency Rating

PlainBridge-computed
87.2 / 100 - historical 80–100 band
Structural adequacy /55
55.0
Serviceability /30
17.2
Essentiality /15
15.0
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 How the historical reference is calculated.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
7/9
Good (7–9)
Superstructure
7/9
Good (7–9)
Substructure
7/9
Good (7–9)
Inventory Load Rating
44.4 t
NBI inventory level (metric tons)
Overall Condition
Good

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

Structural Details

Year Built
1970
Last Reconstructed
2009
Material
Prestressed Concrete
Number of Spans
1
Structure Length
11.8 m (39 ft)
Deck Width
7.4 m (24 ft)
Owner
State Highway Agency
Avg Daily Traffic
550 vehicles/day
Structure Number
00000000012A094

Condition Analysis

  • The deck (driving surface) is in good condition (7/9), showing no significant deterioration.
  • At 7/9, the superstructure (beams and supports above the deck) is in good shape and shows no significant wear.
  • At 7/9, the substructure (piers and abutments) is in good shape and shows no significant wear.

How to read this record

This page shows what the last federal inspection recorded, not whether CR 28/7 SLS is safe to cross today. Here is how to use it.

  • NBI condition ratings reflect the latest record in this annual dataset, not a live status. Current routine inspection intervals are risk-based.
  • Learn how the 0–9 condition scale and Good/Fair/Poor categories are defined. How condition ratings work
  • Compare CR 28/7 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 28/7 SLS?

CR 28/7 SLS in Grant, West Virginia has a deck rating of 7/9, superstructure rating of 7/9, and substructure rating of 7/9 on the FHWA's 0–9 scale.

How often is CR 28/7 SLS inspected?

CR 28/7 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 550 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. CR 28/7 SLS is currently shown as Good condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for CR 28/7 SLS?

CR 28/7 SLS has an NBI inventory load rating of 44.4 metric tons.

Who is responsible for maintaining CR 28/7 SLS?

CR 28/7 SLS is owned and maintained by State Highway Agency.

How old is CR 28/7 SLS and does age affect safety?

CR 28/7 SLS was built in 1970, making it 56 years old and last reconstructed in 2009.

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.