FHWA NBI 2024 Inspection record Public-domain dataset

HWY SPEEN ST

Carrying HWY SPEEN ST over RR MBTA/CSX

0.1 MI NORTH OF RT 135, Middlesex, Massachusetts

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
30 t Inventory load rating

Bridge Snapshot: HWY SPEEN ST

The HWY SPEEN ST bridge in Middlesex, Massachusetts carries HWY SPEEN ST over RR MBTA/CSX. It was built in 1900, making it 126 years old today. It was last reconstructed in 1954, extending its service life. The structure is built primarily of steel and spans 1 section, stretching 32.9 meters (108 feet) end to end. Daily traffic averages 13,000 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 4/9, superstructure at 5/9, substructure at 5/9. The weakest component sits in poor condition. At least one major component here scores 4 or below, which produces a Poor condition classification under FHWA's current reporting rules. Its NBI inventory load rating is 29.5 metric tons.

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

How HWY SPEEN ST compares

▼ 11.7
Load rating vs Massachusetts average (41.2 t)
Bottom 21%
Lower load rating than 79% of Massachusetts bridges
820
Bridges in Middlesex · 72 in Poor condition
HWY SPEEN ST 29.5 t
Massachusetts average 41.2 t

Live comparison across Massachusetts.

Historical Sufficiency Rating

PlainBridge-computed
58.2 / 100 - historical 50–79.9 band
Structural adequacy /55
43.4
Serviceability /30
5.0
Essentiality /15
11.8
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 How the historical reference is calculated.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
4/9
Poor (1–4)
Superstructure
5/9
Fair (5–6)
Substructure
5/9
Fair (5–6)
Inventory Load Rating
29.5 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1900
Last Reconstructed
1954
Material
Steel
Number of Spans
1
Structure Length
32.9 m (108 ft)
Deck Width
16.3 m (53 ft)
Owner
State Highway Agency
Avg Daily Traffic
13,000 vehicles/day
Structure Number
N0301029UDOT634

Condition Analysis

  • At 4/9, 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.
  • The substructure (piers and abutments) is in fair condition (5/9), with minor deterioration that may require routine maintenance.

How to read this record

HWY SPEEN 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 SPEEN ST against other structures in Middlesex 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 SPEEN ST?

HWY SPEEN ST in Middlesex, Massachusetts has a deck rating of 4/9, superstructure rating of 5/9, and substructure rating of 5/9 on the FHWA's 0–9 scale.

How often is HWY SPEEN ST inspected?

HWY SPEEN 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 13,000 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. HWY SPEEN 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 SPEEN ST?

HWY SPEEN ST has an NBI inventory load rating of 29.5 metric tons.

Who is responsible for maintaining HWY SPEEN ST?

HWY SPEEN ST is owned and maintained by State Highway Agency.

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

HWY SPEEN ST was built in 1900, making it 126 years old and last reconstructed in 1954.

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.