FHWA NBI 2024 Inspection record Public-domain dataset

PEARL STREET

Carrying PEARL STREET over MILL RIVER

1.0 MI NE EAST ROCKAWAY, Nassau, New York

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Fair
25 t Inventory load rating Lower than 86% of rated New York bridges

PEARL STREET in Nassau, New York sits above 14% of rated New York bridges on inventory load rating (25 t), while its 1932 build year is earlier than 87% of Nassau's recorded-year cohort (328 bridges).

PEARL STREET in Nassau, New York is rated Fair in the FHWA's 2024 National Bridge Inventory. Built in 1932, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 6. The lowest applicable rating sets the federal condition category, so this Fair 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 NY:000000003300150

PRE-1950 · PRESTRESS · LONG-SPAN-RUN · TIED-CTRL · ARTERIAL-ADT · STANDARD-LOAD · CAT-FAIR

  • PRE-1950 Pre-1950
  • PRESTRESS Prestressed concrete
  • LONG-SPAN-RUN 5 spans
  • TIED-CTRL Tied control
  • ARTERIAL-ADT Arterial ADT
  • STANDARD-LOAD Standard load
  • CAT-FAIR Fair

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

Structural health score

A composite of the deck, superstructure, and substructure NBI condition ratings plus the inventory load rating, benchmarked against the full national bridge corpus, distinct from the Good/Fair/Poor category above.

F
Overall Score
31/100
PEARL STREET
Deck Condition F
6/9
NBI deck condition rating (0=failed, 9=excellent)
Superstructure Condition C-
7/9
NBI superstructure condition rating (0=failed, 9=excellent)
Substructure Condition F
6/9
NBI substructure condition rating (0=failed, 9=excellent)
Load Rating F
25 t
NBI inventory load rating vs the national corpus

Bridge Snapshot: PEARL STREET

The PEARL STREET bridge in Nassau, New York carries PEARL STREET over MILL RIVER. It was built in 1932, making it 94 years old today. It was last reconstructed in 1986, extending its service life. The structure is built primarily of prestressed concrete continuous and spans 5 sections, stretching 49.7 meters (163 feet) end to end. Daily traffic averages 8,786 vehicles, placing it in the moderately-trafficked tier of New York bridges. It is owned and maintained by County Highway Agency.

The latest FHWA inspection places the weakest component in fair condition (see the full component ratings below). All reported major components score above the Poor range.

How PEARL STREET compares

▼ 16.4
Load rating vs New York average (41.7 t; 17,641 of 17,642 rated)
328
Bridges in Nassau · 4 in Poor condition

Age against the county: built in 1932, earlier than 286 of Nassau's 328 bridges with a recorded construction year (87%), against a county median build year of 1956. Age is not a defect on its own, but it is the population from which future Poor ratings are drawn.

PEARL STREET 25.3 t
New York average (17,641 of 17,642 rated) 41.7 t

Live comparison across New York bridges with a recorded inventory load rating (17,641 of 17,642 rated).

PEARL STREET vs every rated New York bridge

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

25 Top 86% higher than 14% of 17,641 bridges

rated New York 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
7/9
Good (7–9)
Substructure
6/9
Fair (5–6)
Inventory Load Rating
25.3 t
NBI inventory level (metric tons)
Overall Condition
Fair

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.

Nassau inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 328 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
1932
Last Reconstructed
1986
Material
Prestressed Concrete Continuous
Number of Spans
5
Structure Length
49.7 m (163 ft)
Deck Width
18.3 m (60 ft)
Owner
County Highway Agency
Avg Daily Traffic
8,786 vehicles/day
Structure Number
000000003300150

Condition Analysis

  • • The deck (driving surface) rates fair at 6/9, minor deterioration that routine maintenance should address.
  • • At 7/9, the superstructure (beams and supports above the deck) is in good shape and shows no significant wear.
  • • At 6/9, the substructure (piers and abutments) shows fair condition, with minor wear flagged for upkeep.

How to read this record

This page shows what the last federal inspection recorded, not whether PEARL STREET 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 PEARL STREET against other structures in Nassau and across New York. New York 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 PEARL STREET?

PEARL STREET in Nassau, New York has a deck rating of 6/9, superstructure rating of 7/9, and substructure rating of 6/9 on the FHWA's 0–9 scale.

How often is PEARL STREET inspected?

PEARL STREET'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 8,786 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. PEARL STREET is currently shown as Fair condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for PEARL STREET?

PEARL STREET has an NBI inventory load rating of 25.3 metric tons.

Who is responsible for maintaining PEARL STREET?

PEARL STREET is owned and maintained by County Highway Agency.

How old is PEARL STREET and does age affect safety?

PEARL STREET was built in 1932, making it 94 years old and last reconstructed in 1986.

Data sourced from the Federal Highway Administration National Bridge Inventory. See our methodology for details.

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.

Share this inspection record

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.