FHWA NBI 2024 Inspection record Public-domain dataset

IRR BIA RTE 461

Carrying IRR BIA RTE 461 over UNNAMED CREEK

5.6 MILES EAST OF HYDABUR, Prince of Wales-Hyder, Alaska

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Poor
4 t Inventory load rating Lower than 99% of rated Alaska bridges

IRR BIA RTE 461 in Prince of Wales-Hyder, Alaska sits above 1% of rated Alaska bridges on inventory load rating (4 t), while its 1980 build year is earlier than 80% of Prince of Wales-Hyder's recorded-year cohort (234 bridges).

IRR BIA RTE 461 in Prince of Wales-Hyder, Alaska is rated Poor in the FHWA's 2024 National Bridge Inventory. Built in 1980, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 3. 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 AK:E09211T0461-060

LATE-CENTURY · PRESTRESS · SINGLE-SPAN · TIED-CTRL · TRACE-ADT · LIGHT-LOAD · CAT-POOR

  • LATE-CENTURY 1980–1999
  • PRESTRESS Prestressed concrete
  • SINGLE-SPAN Single span
  • TIED-CTRL Tied control
  • TRACE-ADT Trace ADT
  • LIGHT-LOAD Light 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: IRR BIA RTE 461

The IRR BIA RTE 461 bridge in Prince of Wales-Hyder, Alaska carries IRR BIA RTE 461 over UNNAMED CREEK. It was built in 1980, making it 46 years old today. The structure is built primarily of prestressed concrete and spans 1 section, stretching 11.9 meters (39 feet) end to end. Daily traffic averages 10 vehicles, placing it in the lower-traffic tier of Alaska bridges. It is owned and maintained by Indian Tribal Government.

The latest FHWA inspection records show a deck rating of 3/9, superstructure at 3/9, substructure at 3/9. 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 IRR BIA RTE 461 compares

▼ 34.6
Load rating vs Alaska average (38.2 t; 1,679 of 1,685 rated)
234
Bridges in Prince of Wales-Hyder · 16 in Poor condition

Age against the county: built in 1980, earlier than 188 of Prince of Wales-Hyder's 234 bridges with a recorded construction year (80%), against a county median build year of 1989. Age is not a defect on its own, but it is the population from which future Poor ratings are drawn.

IRR BIA RTE 461 3.6 t
Alaska average (1,679 of 1,685 rated) 38.2 t

Live comparison across Alaska bridges with a recorded inventory load rating (1,679 of 1,685 rated).

IRR BIA RTE 461 vs every rated Alaska bridge

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

4 Top 99% higher than 1% of 1,679 bridges

rated Alaska 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
3/9
Poor (1–4)
Superstructure
3/9
Poor (1–4)
Substructure
3/9
Poor (1–4)
Inventory Load Rating
3.6 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.

Prince of Wales-Hyder inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 234 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
1980
Material
Prestressed Concrete
Number of Spans
1
Structure Length
11.9 m (39 ft)
Deck Width
6.1 m (20 ft)
Owner
Indian Tribal Government
Avg Daily Traffic
10 vehicles/day
Structure Number
E09211T0461-060

Condition Analysis

  • At 3/9, the deck (driving surface) is in poor shape, with advanced wear on file for this vintage.
  • The superstructure (beams and supports above the deck) rates poor at 3/9, with advanced deterioration recorded on the latest inspection.
  • The substructure (piers and abutments) rates poor at 3/9, with advanced deterioration recorded on the latest inspection.

How to read this record

IRR BIA RTE 461 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 IRR BIA RTE 461 against other structures in Prince of Wales-Hyder and across Alaska. Alaska 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 IRR BIA RTE 461?

IRR BIA RTE 461 in Prince of Wales-Hyder, Alaska has a deck rating of 3/9, superstructure rating of 3/9, and substructure rating of 3/9 on the FHWA's 0–9 scale.

How often is IRR BIA RTE 461 inspected?

IRR BIA RTE 461'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 10 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. IRR BIA RTE 461 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 IRR BIA RTE 461?

IRR BIA RTE 461 has an NBI inventory load rating of 3.6 metric tons.

Who is responsible for maintaining IRR BIA RTE 461?

IRR BIA RTE 461 is owned and maintained by Indian Tribal Government.

How old is IRR BIA RTE 461 and does age affect safety?

IRR BIA RTE 461 was built in 1980, making it 46 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.