FHWA NBI 2024 Inspection record Public-domain dataset

US202 /ST10/N ELM

Carrying US202 /ST10/N ELM over WATER POWDER MILL BROOK

.1 M N JCT N. DAME ST., Hampden, Massachusetts

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Fair
44 t Inventory load rating

Bridge Snapshot: US202 /ST10/N ELM

The US202 /ST10/N ELM bridge in Hampden, Massachusetts carries US202 /ST10/N ELM over WATER POWDER MILL BROOK. It was built in 1956, making it 70 years old today. It was last reconstructed in 1997, extending its service life. The structure is built primarily of prestressed concrete and spans 1 section, stretching 12.6 meters (41 feet) end to end. Daily traffic averages 51,466 vehicles, placing it in the heavily-trafficked tier of Massachusetts bridges. It is owned and maintained by State Highway Agency.

The latest FHWA inspection records show a deck rating of 6/9, superstructure at 6/9, substructure at 6/9. The weakest component sits in fair condition. No reported major component scores in the Poor range under the current federal condition thresholds. Its NBI inventory load rating is 44.0 metric tons.

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

How US202 /ST10/N ELM compares

▲ 2.8
Load rating vs Massachusetts average (41.2 t)
Top 32%
Higher load rating than 68% of Massachusetts bridges
429
Bridges in Hampden · 30 in Poor condition
US202 /ST10/N ELM 44.0 t
Massachusetts average 41.2 t

Live comparison across Massachusetts.

Historical Sufficiency Rating

PlainBridge-computed
72.0 / 100 - historical 50–79.9 band
Structural adequacy /55
55.0
Serviceability /30
13.0
Essentiality /15
6.0
Special reductions
−2.0

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 How the historical reference is calculated.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

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

Structural Details

Year Built
1956
Last Reconstructed
1997
Material
Prestressed Concrete
Number of Spans
1
Structure Length
12.6 m (41 ft)
Deck Width
18.3 m (60 ft)
Owner
State Highway Agency
Avg Daily Traffic
51,466 vehicles/day
Structure Number
W250300V9DOTNBI

Condition Analysis

  • The deck (driving surface) is in fair condition (6/9), with minor deterioration that may require routine maintenance.
  • 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) rates fair at 6/9, minor deterioration that routine maintenance should address.

How to read this record

This page shows what the last federal inspection recorded, not whether US202 /ST10/N ELM 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 US202 /ST10/N ELM against other structures in Hampden 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 US202 /ST10/N ELM?

US202 /ST10/N ELM in Hampden, Massachusetts has a deck rating of 6/9, superstructure rating of 6/9, and substructure rating of 6/9 on the FHWA's 0–9 scale.

How often is US202 /ST10/N ELM inspected?

US202 /ST10/N ELM'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 51,466 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. US202 /ST10/N ELM 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 US202 /ST10/N ELM?

US202 /ST10/N ELM has an NBI inventory load rating of 44.0 metric tons.

Who is responsible for maintaining US202 /ST10/N ELM?

US202 /ST10/N ELM is owned and maintained by State Highway Agency.

How old is US202 /ST10/N ELM and does age affect safety?

US202 /ST10/N ELM was built in 1956, making it 70 years old and last reconstructed in 1997.

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.