FHWA NBI 2024 Inspection record Public-domain dataset

ST 9 /ST8A/NORTH

Carrying ST 9 /ST8A/NORTH over WATER WAHCONAH FALLS BRK

1.8 MI W OF WINDSOR TL, Berkshire, Massachusetts

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Fair
38 t Inventory load rating Higher than 53% of rated Massachusetts bridges

ST 9 /ST8A/NORTH in Berkshire, Massachusetts sits above 53% of rated Massachusetts bridges on inventory load rating (38 t), while its 1930 build year is earlier than 89% of Berkshire's recorded-year cohort (450 bridges).

ST 9 /ST8A/NORTH in Berkshire, Massachusetts is rated Fair in the FHWA's 2024 National Bridge Inventory. Built in 1930, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 5. 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 MA:D010100B7DOTNBI

PRE-1950 · CONCRETE · MULTI-SPAN · TIED-CTRL · ARTERIAL-ADT · STANDARD-LOAD · CAT-FAIR

  • PRE-1950 Pre-1950
  • CONCRETE Concrete
  • MULTI-SPAN 2 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.

Bridge Snapshot: ST 9 /ST8A/NORTH

The ST 9 /ST8A/NORTH bridge in Berkshire, Massachusetts carries ST 9 /ST8A/NORTH over WATER WAHCONAH FALLS BRK. It was built in 1930, making it 96 years old today. It was last reconstructed in 1955, extending its service life. The structure is built primarily of concrete continuous and spans 2 sections, stretching 21.8 meters (72 feet) end to end. Daily traffic averages 9,000 vehicles, placing it in the moderately-trafficked tier of Massachusetts bridges. It is owned and maintained by State Highway Agency.

The latest FHWA inspection records show a deck rating of 5/9, superstructure at 6/9, substructure at 5/9. The weakest component sits in fair condition. None of this bridge's reported major components fall into the Poor condition range.

How ST 9 /ST8A/NORTH compares

▼ 2.8
Load rating vs Massachusetts average (40.4 t; 5,295 rated)
450
Bridges in Berkshire · 35 in Poor condition

Age against the county: built in 1930, earlier than 401 of Berkshire's 450 bridges with a recorded construction year (89%), against a county median build year of 1957. Age is not a defect on its own, but it is the population from which future Poor ratings are drawn.

ST 9 /ST8A/NORTH 37.6 t
Massachusetts average (5,295 rated) 40.4 t

Live comparison across Massachusetts bridges with a recorded inventory load rating (5,295 rated).

ST 9 /ST8A/NORTH vs every rated Massachusetts bridge

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

38 Top 47% higher than 53% of 5,295 bridges

rated Massachusetts 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
5/9
Fair (5–6)
Superstructure
6/9
Fair (5–6)
Substructure
5/9
Fair (5–6)
Inventory Load Rating
37.6 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.

Berkshire inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 450 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
1930
Last Reconstructed
1955
Material
Concrete Continuous
Number of Spans
2
Structure Length
21.8 m (72 ft)
Deck Width
16.0 m (52 ft)
Owner
State Highway Agency
Avg Daily Traffic
9,000 vehicles/day
Structure Number
D010100B7DOTNBI

Condition Analysis

  • The deck (driving surface) rates fair at 5/9, minor deterioration that routine maintenance should address.
  • At 6/9, the superstructure (beams and supports above the deck) shows fair condition, with minor wear flagged for upkeep.
  • The substructure (piers and abutments) rates fair at 5/9, minor deterioration that routine maintenance should address.

How to read this record

This page shows what the last federal inspection recorded, not whether ST 9 /ST8A/NORTH 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 ST 9 /ST8A/NORTH against other structures in Berkshire and across Massachusetts. Massachusetts 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 ST 9 /ST8A/NORTH?

ST 9 /ST8A/NORTH in Berkshire, Massachusetts has a deck rating of 5/9, superstructure rating of 6/9, and substructure rating of 5/9 on the FHWA's 0–9 scale.

How often is ST 9 /ST8A/NORTH inspected?

ST 9 /ST8A/NORTH'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 9,000 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. ST 9 /ST8A/NORTH 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 ST 9 /ST8A/NORTH?

ST 9 /ST8A/NORTH has an NBI inventory load rating of 37.6 metric tons.

Who is responsible for maintaining ST 9 /ST8A/NORTH?

ST 9 /ST8A/NORTH is owned and maintained by State Highway Agency.

How old is ST 9 /ST8A/NORTH and does age affect safety?

ST 9 /ST8A/NORTH was built in 1930, making it 96 years old and last reconstructed in 1955.

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

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.

XFacebookLinkedInWhatsAppEmail

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.