FHWA NBI 2024 Inspection record Public-domain dataset

ELIZABETH ST

Carrying ELIZABETH ST over CSX RR GLOSTER ST

029 Elizabeth St Bridge, Allegheny, Pennsylvania

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Poor
58 t Inventory load rating Higher than 92% of rated Pennsylvania bridges

ELIZABETH ST in Allegheny, Pennsylvania is rated Poor in the FHWA's 2024 National Bridge Inventory.

Built in 1900, 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 PA:000000000002409

PRE-1950 · STEEL · SINGLE-SPAN · TIED-CTRL · ARTERIAL-ADT · HEAVY-LOAD · CAT-POOR

  • PRE-1950 Pre-1950
  • STEEL Steel
  • SINGLE-SPAN Single span
  • TIED-CTRL Tied control
  • ARTERIAL-ADT Arterial ADT
  • HEAVY-LOAD Heavy 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: ELIZABETH ST

The ELIZABETH ST bridge in Allegheny, Pennsylvania carries ELIZABETH ST over CSX RR GLOSTER ST. It was built in 1900, making it 126 years old today. It was last reconstructed in 1979, extending its service life. The structure is built primarily of steel and spans 1 section, stretching 35.1 meters (115 feet) end to end. Daily traffic averages 3,000 vehicles, placing it in the moderately-trafficked tier of Pennsylvania bridges. It is owned and maintained by City/Municipal Highway Agency.

The latest FHWA inspection records show a deck rating of 4/9, superstructure at 5/9, substructure at 4/9. The weakest component sits in poor condition. At least one major component here scores 4 or below, which produces a Poor condition classification under FHWA's current reporting rules.

How ELIZABETH ST compares

▲ 19.7
Load rating vs Pennsylvania average (38.4 t; 23,297 of 23,299 rated)
1,294
Bridges in Allegheny · 115 in Poor condition

Age against the county: built in 1900, earlier than 1,258 of Allegheny's 1,294 bridges with a recorded construction year (97%), against a county median build year of 1968. Age is not a defect on its own, but it is the population from which future Poor ratings are drawn.

ELIZABETH ST 58.1 t
Pennsylvania average (23,297 of 23,299 rated) 38.4 t

Live comparison across Pennsylvania bridges with a recorded inventory load rating (23,297 of 23,299 rated).

ELIZABETH ST vs every rated Pennsylvania bridge

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

58 Top 8% higher than 92% of 23,297 bridges

rated Pennsylvania 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
4/9
Poor (1–4)
Superstructure
5/9
Fair (5–6)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
58.1 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.

Allegheny inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 1,294 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
1900
Last Reconstructed
1979
Material
Steel
Number of Spans
1
Structure Length
35.1 m (115 ft)
Deck Width
11.6 m (38 ft)
Owner
City/Municipal Highway Agency
Avg Daily Traffic
3,000 vehicles/day
Structure Number
000000000002409

Condition Analysis

  • At 4/9, the deck (driving surface) is in poor shape, with advanced wear on file for this vintage.
  • The superstructure (beams and supports above the deck) is in fair condition (5/9), with minor deterioration that may require routine maintenance.
  • At 4/9, the substructure (piers and abutments) is in poor shape, with advanced wear on file for this vintage.

How to read this record

ELIZABETH ST 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 ELIZABETH ST against other structures in Allegheny and across Pennsylvania. Pennsylvania 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 ELIZABETH ST?

ELIZABETH ST in Allegheny, Pennsylvania has a deck rating of 4/9, superstructure rating of 5/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is ELIZABETH ST inspected?

ELIZABETH ST'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 3,000 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. ELIZABETH ST 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 ELIZABETH ST?

ELIZABETH ST has an NBI inventory load rating of 58.1 metric tons.

Who is responsible for maintaining ELIZABETH ST?

ELIZABETH ST is owned and maintained by City/Municipal Highway Agency.

How old is ELIZABETH ST and does age affect safety?

ELIZABETH ST was built in 1900, making it 126 years old and last reconstructed in 1979.

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.