FHWA NBI 2024 Inspection record Public-domain dataset

Harp Route 902/33

Carrying Harp Route 902/33 over Marsh Fork

0.01 MI WEST OF WV 3, Raleigh, West Virginia

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Poor
37 t Inventory load rating Lower than 57% of rated West Virginia bridges

Harp Route 902/33 in Raleigh, West Virginia sits above 43% of rated West Virginia bridges on inventory load rating (37 t), while its 1960 build year is earlier than 84% of Raleigh's recorded-year cohort (224 bridges).

Harp Route 902/33 in Raleigh, West Virginia is rated Poor in the FHWA's 2024 National Bridge Inventory. Built in 1960, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 4. The lowest applicable rating sets the federal condition category, so this Poor result describes the weakest reported component rather than the structure as a whole. No NBI category is a closure decision or a live crossing-safety verdict.

NBI record plate

Structure WV:00000000041A316

INTERSTATE-ERA · STEEL · SINGLE-SPAN · SUPER-LED · TRACE-ADT · STANDARD-LOAD · CAT-POOR

  • INTERSTATE-ERA 1950–1979
  • STEEL Steel
  • SINGLE-SPAN Single span
  • SUPER-LED Superstructure-led
  • TRACE-ADT Trace ADT
  • STANDARD-LOAD Standard load
  • CAT-POOR Poor

Inspection-sheet codes from this record’s year, material family, spans, controlling component, ADT, inventory load, and NBI category, not a live closure verdict.

Bridge Snapshot: Harp Route 902/33

The Harp Route 902/33 bridge in Raleigh, West Virginia carries Harp Route 902/33 over Marsh Fork. It was built in 1960, making it 66 years old today. The structure is built primarily of steel and spans 1 section, stretching 29.4 meters (96 feet) end to end. Daily traffic averages 40 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 6/9, superstructure at 4/9, substructure at 5/9. The weakest component sits in poor condition. A component scored 4 or below, placing this bridge in the federal Poor condition category rather than declaring it unsafe or closed.

How Harp Route 902/33 compares

▼ 3.4
Load rating vs West Virginia average (40.6 t; 7,347 of 7,348 rated)
224
Bridges in Raleigh · 55 in Poor condition

Age against the county: built in 1960, earlier than 189 of Raleigh's 224 bridges with a recorded construction year (84%), against a county median build year of 1985. Age is not a defect on its own, but it is the population from which future Poor ratings are drawn.

Harp Route 902/33 37.2 t
West Virginia average (7,347 of 7,348 rated) 40.6 t

Live comparison across West Virginia bridges with a recorded inventory load rating (7,347 of 7,348 rated).

Harp Route 902/33 vs every rated West Virginia bridge

Inventory load rating (metric tons), FHWA NBI, this state

37 Top 57% higher than 43% of 7,347 bridges

rated West Virginia bridges, bucketed by value

Each bar is a band; taller bars hold more bridges. The dashed line + filled bar mark this entry. Hover or tap any bar for its full count and share, and where it sits relative to this entry.

Source FHWA National Bridge Inventory · August 2026

Condition Ratings

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

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

Reported 0–9 component ratings from the FHWA NBI. The highlighted component is the lowest reported input to this record’s current condition category; it is not a closure or live crossing-safety decision.

Raleigh inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 224 bridges in this county. Orthogonal to this structure's component profile above: a county catalog share, not a live crossing-safety verdict.

Structural Details

Year Built
1960
Material
Steel
Number of Spans
1
Structure Length
29.4 m (96 ft)
Deck Width
3.7 m (12 ft)
Owner
State Highway Agency
Avg Daily Traffic
40 vehicles/day
Structure Number
00000000041A316

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) rates poor at 4/9, with advanced deterioration recorded on the latest inspection.
  • The substructure (piers and abutments) rates fair at 5/9, minor deterioration that routine maintenance should address.

How to read this record

Harp Route 902/33 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 Harp Route 902/33 against other structures in Raleigh 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 Harp Route 902/33?

Harp Route 902/33 in Raleigh, West Virginia has a deck rating of 6/9, superstructure rating of 4/9, and substructure rating of 5/9 on the FHWA's 0–9 scale.

How often is Harp Route 902/33 inspected?

Harp Route 902/33'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 40 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. Harp Route 902/33 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 Harp Route 902/33?

Harp Route 902/33 has an NBI inventory load rating of 37.2 metric tons.

Who is responsible for maintaining Harp Route 902/33?

Harp Route 902/33 is owned and maintained by State Highway Agency.

How old is Harp Route 902/33 and does age affect safety?

Harp Route 902/33 was built in 1960, making it 66 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

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Send this source-bounded record or download its data card. An NBI condition category is not a closure or live crossing-safety verdict.

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Every figure on PlainBridges is rendered directly from federal source data, no number is typed in by an editor. Component ratings, ADT, and condition category on this page are copied from the NBI record for this structure; no figure is typed in by an editor. See our editorial standards & corrections policy, the methodology behind these numbers, or report a data error. Data current as of 2024 NBI release. NBI condition categories reflect the latest reported inventory record, not a live safety, closure, or travel decision.