FHWA NBI 2024 Inspection record Public-domain dataset

CR. 9/3 SLS

Carrying CR. 9/3 SLS over SLEEPY CREEK

0.18 MI N OF CR 08 SLS, Morgan, West Virginia

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
12 t Inventory load rating

Bridge Snapshot: CR. 9/3 SLS

The CR. 9/3 SLS bridge in Morgan, West Virginia carries CR. 9/3 SLS over SLEEPY CREEK. It was built in 1924, making it 102 years old today. The structure is built primarily of concrete and spans 2 sections, stretching 32.0 meters (105 feet) end to end. Daily traffic averages 50 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 superstructure at 4/9, substructure at 5/9. 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 11.8 metric tons.

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

How CR. 9/3 SLS compares

▼ 29.2
Load rating vs West Virginia average (41.0 t)
Bottom 2%
Lower load rating than 98% of West Virginia bridges
56
Bridges in Morgan · 14 in Poor condition
CR. 9/3 SLS 11.8 t
West Virginia average 41.0 t

Live comparison across West Virginia.

Historical Sufficiency Rating

PlainBridge-computed
20.0 / 100 - historical 20–49.9 band
Structural adequacy /55
0.0
Serviceability /30
5.0
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 How the historical reference is calculated.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

Superstructure
4/9
Poor (1–4)
Substructure
5/9
Fair (5–6)
Inventory Load Rating
11.8 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1924
Material
Concrete
Number of Spans
2
Structure Length
32.0 m (105 ft)
Deck Width
4.3 m (14 ft)
Owner
State Highway Agency
Avg Daily Traffic
50 vehicles/day
Structure Number
00000000033A023

Condition Analysis

  • The superstructure (beams and supports above the deck) is in poor condition (4/9), showing advanced deterioration that may require priority repair.
  • The substructure (piers and abutments) is in fair condition (5/9), with minor deterioration that may require routine maintenance.

How to read this record

CR. 9/3 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. 9/3 SLS against other structures in Morgan 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. 9/3 SLS?

CR. 9/3 SLS in Morgan, West Virginia, superstructure rating of 4/9, and substructure rating of 5/9 on the FHWA's 0–9 scale.

How often is CR. 9/3 SLS inspected?

CR. 9/3 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 50 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. CR. 9/3 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. 9/3 SLS?

CR. 9/3 SLS has an NBI inventory load rating of 11.8 metric tons.

Who is responsible for maintaining CR. 9/3 SLS?

CR. 9/3 SLS is owned and maintained by State Highway Agency.

How old is CR. 9/3 SLS and does age affect safety?

CR. 9/3 SLS was built in 1924, making it 102 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.