FHWA NBI 2024 Inspection record Public-domain dataset

HWY MAPLE ST

Carrying HWY MAPLE ST over WATER YOKUM BROOK

@ INTER. WITH MAIN ST, Berkshire, Massachusetts

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Fair
20 t Inventory load rating

Bridge Snapshot: HWY MAPLE ST

The HWY MAPLE ST bridge in Berkshire, Massachusetts carries HWY MAPLE ST over WATER YOKUM BROOK. It was built in 1928, making it 98 years old today. It was last reconstructed in 1983, extending its service life. The structure is built primarily of concrete and spans 1 section, stretching 14.3 meters (47 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 7/9, superstructure at 6/9, substructure at 7/9. The weakest component sits in fair condition. None of this bridge's reported major components fall into the Poor condition range. Its NBI inventory load rating is 20.3 metric tons.

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

How HWY MAPLE ST compares

▼ 20.9
Load rating vs Massachusetts average (41.2 t)
Bottom 6%
Lower load rating than 94% of Massachusetts bridges
450
Bridges in Berkshire · 33 in Poor condition
HWY MAPLE ST 20.3 t
Massachusetts average 41.2 t

Live comparison across Massachusetts.

Historical Sufficiency Rating

PlainBridge-computed
55.3 / 100 - historical 50–79.9 band
Structural adequacy /55
41.3
Serviceability /30
9.0
Essentiality /15
13.0
Special reductions
−8.0

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 How the historical reference is calculated.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
7/9
Good (7–9)
Superstructure
6/9
Fair (5–6)
Substructure
7/9
Good (7–9)
Inventory Load Rating
20.3 t
NBI inventory level (metric tons)
Overall Condition
Fair

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

Structural Details

Year Built
1928
Last Reconstructed
1983
Material
Concrete
Number of Spans
1
Structure Length
14.3 m (47 ft)
Deck Width
5.3 m (17 ft)
Owner
Town/Township Highway Agency
Avg Daily Traffic
129 vehicles/day
Structure Number
B03039038MUNNBI

Condition Analysis

  • The deck (driving surface) is in good condition (7/9), showing no significant deterioration.
  • The superstructure (beams and supports above the deck) rates fair at 6/9, minor deterioration that routine maintenance should address.
  • 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 MAPLE 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 MAPLE 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 MAPLE ST?

HWY MAPLE ST in Berkshire, Massachusetts has a deck rating of 7/9, superstructure rating of 6/9, and substructure rating of 7/9 on the FHWA's 0–9 scale.

How often is HWY MAPLE ST inspected?

HWY MAPLE 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 MAPLE ST 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 HWY MAPLE ST?

HWY MAPLE ST has an NBI inventory load rating of 20.3 metric tons.

Who is responsible for maintaining HWY MAPLE ST?

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

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

HWY MAPLE ST was built in 1928, making it 98 years old and last reconstructed in 1983.

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.