FHWA NBI 2024 Inspection record Public-domain dataset

HWY CHAPEL ST

Carrying HWY CHAPEL ST over WATER GREENWATER BROOK

OFF 20 BTWN FORST&SLVR ST, Berkshire, Massachusetts

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Good
42 t Inventory load rating

Bridge Snapshot: HWY CHAPEL ST

The HWY CHAPEL ST bridge in Berkshire, Massachusetts carries HWY CHAPEL ST over WATER GREENWATER BROOK. It was built in 1939, making it 87 years old today. It was last reconstructed in 2018, extending its service life. The structure is built primarily of steel and spans 1 section, stretching 11.6 meters (38 feet) end to end. Daily traffic averages 129 vehicles, placing it in the lower-traffic tier of Massachusetts bridges. It is owned and maintained by Town/Township Highway Agency.

The latest FHWA inspection records show a deck rating of 8/9, superstructure at 8/9, substructure at 7/9. The weakest component sits in good condition. No reported major component scores in the Poor range under the current federal condition thresholds. Its NBI inventory load rating is 42.1 metric tons.

Sourced from the FHWA National Bridge Inventory. See our methodology for refresh cadence and NBI release vintage.

How HWY CHAPEL ST compares

▲ 0.9
Load rating vs Massachusetts average (41.2 t)
Top 37%
Higher load rating than 63% of Massachusetts bridges
450
Bridges in Berkshire · 33 in Poor condition
HWY CHAPEL ST 42.1 t
Massachusetts average 41.2 t

Live comparison across Massachusetts.

Historical Sufficiency Rating

PlainBridge-computed
75.3 / 100 - historical 50–79.9 band
Structural adequacy /55
55.0
Serviceability /30
13.7
Essentiality /15
13.5
Special reductions
−7.0

FHWA discontinued this calculated item; it does not determine current condition, funding eligibility, posting, or closure. How the historical reference is calculated.

Condition Ratings

Deck
8/9
Good (7–9)
Superstructure
8/9
Good (7–9)
Substructure
7/9
Good (7–9)
Inventory Load Rating
42.1 t
NBI inventory level (metric tons)
Overall Condition
Good

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

Structural Details

Year Built
1939
Last Reconstructed
2018
Material
Steel
Number of Spans
1
Structure Length
11.6 m (38 ft)
Deck Width
7.0 m (23 ft)
Owner
Town/Township Highway Agency
Avg Daily Traffic
129 vehicles/day
Structure Number
L0503405KMUNNBI

Condition Analysis

  • The deck (driving surface) is in good condition (8/9), showing no significant deterioration.
  • The superstructure (beams and supports above the deck) is in good condition (8/9), showing no significant deterioration.
  • The substructure (piers and abutments) is in good condition (7/9), showing no significant deterioration.

How to read this record

This page shows what the last federal inspection recorded, not whether HWY CHAPEL ST 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 HWY CHAPEL ST 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 HWY CHAPEL ST?

HWY CHAPEL ST in Berkshire, Massachusetts has a deck rating of 8/9, superstructure rating of 8/9, and substructure rating of 7/9 on the FHWA's 0–9 scale.

How often is HWY CHAPEL ST inspected?

HWY CHAPEL 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 129 vehicles per day.

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

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

What is the inventory load rating for HWY CHAPEL ST?

HWY CHAPEL ST has an NBI inventory load rating of 42.1 metric tons.

Who is responsible for maintaining HWY CHAPEL ST?

HWY CHAPEL ST is owned and maintained by Town/Township Highway Agency.

How old is HWY CHAPEL ST and does age affect safety?

HWY CHAPEL ST was built in 1939, making it 87 years old and last reconstructed in 2018.

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

Every figure on PlainBridge is rendered directly from federal source data, no number is typed in by an editor. This page draws directly on federal source data, no figure is typed in by an editor. See our editorial standards & corrections policy, the methodology behind these numbers, or report a data error.