FHWA NBI 2024 Inspection record Public-domain dataset

HWY LOWELL ST

Carrying HWY LOWELL ST over RR BMRR (ABANDONED)

0.16 KM W ST 28, Essex, Massachusetts

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
31 t Inventory load rating

Bridge Snapshot: HWY LOWELL ST

The HWY LOWELL ST bridge in Essex, Massachusetts carries HWY LOWELL ST over RR BMRR (ABANDONED). It was built in 1927, making it 99 years old today. It was last reconstructed in 1987, extending its service life. The structure is built primarily of wood or timber and spans 5 sections, stretching 22.9 meters (75 feet) end to end. Daily traffic averages 10,800 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 5/9, superstructure at 4/9, substructure at 4/9. 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 31.2 metric tons.

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

How HWY LOWELL ST compares

▼ 10.0
Load rating vs Massachusetts average (41.2 t)
Bottom 25%
Lower load rating than 75% of Massachusetts bridges
399
Bridges in Essex · 66 in Poor condition
HWY LOWELL ST 31.2 t
Massachusetts average 41.2 t

Live comparison across Massachusetts.

Historical Sufficiency Rating

PlainBridge-computed
60.9 / 100 - historical 50–79.9 band
Structural adequacy /55
29.6
Serviceability /30
21.0
Essentiality /15
13.3
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 How the historical reference is calculated.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
5/9
Fair (5–6)
Superstructure
4/9
Poor (1–4)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
31.2 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1927
Last Reconstructed
1987
Material
Wood or Timber
Number of Spans
5
Structure Length
22.9 m (75 ft)
Deck Width
15.7 m (52 ft)
Owner
State Highway Agency
Avg Daily Traffic
10,800 vehicles/day
Structure Number
L0402732FDOT634

Condition Analysis

  • At 5/9, the deck (driving surface) shows fair condition, with minor wear flagged for upkeep.
  • The superstructure (beams and supports above the deck) is in poor condition (4/9), showing advanced deterioration that may require priority repair.
  • The substructure (piers and abutments) rates poor at 4/9, advanced deterioration that should be prioritized for repair.

How to read this record

HWY LOWELL 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 LOWELL ST against other structures in Essex 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 LOWELL ST?

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

How often is HWY LOWELL ST inspected?

HWY LOWELL 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 10,800 vehicles per day.

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

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

HWY LOWELL ST has an NBI inventory load rating of 31.2 metric tons.

Who is responsible for maintaining HWY LOWELL ST?

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

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

HWY LOWELL ST was built in 1927, making it 99 years old and last reconstructed in 1987.

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.