FHWA NBI 2024 Inspection record Public-domain dataset

HWY MAPLE ST

Carrying HWY MAPLE ST over WATER E BR HOUSATONIC R

250' W OF JCT RTS 8 & 143, Berkshire, Massachusetts

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
22 t Inventory load rating

Bridge Snapshot: HWY MAPLE ST

The HWY MAPLE ST bridge in Berkshire, Massachusetts carries HWY MAPLE ST over WATER E BR HOUSATONIC R. It was built in 1948, making it 78 years old today. The structure is built primarily of steel and spans 1 section, stretching 16.6 meters (54 feet) end to end. Daily traffic averages 2,457 vehicles, placing it in the moderately-trafficked tier of Massachusetts bridges. It is owned and maintained by Town/Township Highway Agency.

The latest FHWA inspection records show a deck rating of 3/9, superstructure at 5/9, substructure at 5/9. The weakest component sits in poor condition. Because at least one major component scores 4 or lower, this bridge falls in FHWA's Poor condition category. That category is not a closure order. Its NBI inventory load rating is 21.9 metric tons.

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

How HWY MAPLE ST compares

▼ 19.3
Load rating vs Massachusetts average (41.2 t)
Bottom 7%
Lower load rating than 93% of Massachusetts bridges
450
Bridges in Berkshire · 33 in Poor condition
HWY MAPLE ST 21.9 t
Massachusetts average 41.2 t

Live comparison across Massachusetts.

Historical Sufficiency Rating

PlainBridge-computed
50.7 / 100 - historical 50–79.9 band
Structural adequacy /55
33.9
Serviceability /30
5.0
Essentiality /15
14.7
Special reductions
−3.0

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 How the historical reference is calculated.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
3/9
Poor (1–4)
Superstructure
5/9
Fair (5–6)
Substructure
5/9
Fair (5–6)
Inventory Load Rating
21.9 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1948
Material
Steel
Number of Spans
1
Structure Length
16.6 m (54 ft)
Deck Width
11.8 m (39 ft)
Owner
Town/Township Highway Agency
Avg Daily Traffic
2,457 vehicles/day
Structure Number
H1600104VMUNNBI

Condition Analysis

  • At 3/9, the deck (driving surface) is in poor shape, with advanced wear flagged for priority repair.
  • The superstructure (beams and supports above the deck) is in fair condition (5/9), with minor deterioration that may require routine maintenance.
  • At 5/9, the substructure (piers and abutments) shows fair condition, with minor wear flagged for upkeep.

How to read this record

HWY MAPLE 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 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 3/9, superstructure rating of 5/9, and substructure rating of 5/9 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 2,457 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 Poor 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 21.9 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 1948, making it 78 years old.

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.