FHWA NBI 2024 Inspection record Public-domain dataset

ST 1 A/LYNNWAY

Carrying ST 1 A/LYNNWAY over WATER SAUGUS RIVER

.3 MI DOWNSTREAM OF B&MRR, Essex, Massachusetts

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
24 t Inventory load rating

Bridge Snapshot: ST 1 A/LYNNWAY

The ST 1 A/LYNNWAY bridge in Essex, Massachusetts carries ST 1 A/LYNNWAY over WATER SAUGUS RIVER. It was built in 1934, making it 92 years old today. It was last reconstructed in 1990, extending its service life. The structure is built primarily of steel and spans 1 section, stretching 387.7 meters (1272 feet) end to end. Daily traffic averages 85,600 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 5/9, 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 24.4 metric tons.

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

How ST 1 A/LYNNWAY compares

▼ 16.8
Load rating vs Massachusetts average (41.2 t)
Bottom 11%
Lower load rating than 89% of Massachusetts bridges
399
Bridges in Essex · 66 in Poor condition
ST 1 A/LYNNWAY 24.4 t
Massachusetts average 41.2 t

Live comparison across Massachusetts.

Historical Sufficiency Rating

PlainBridge-computed
33.6 / 100 - historical 20–49.9 band
Structural adequacy /55
22.6
Serviceability /30
11.0
Essentiality /15
0.0
Special reductions
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 How the historical reference is calculated.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
5/9
Fair (5–6)
Substructure
4/9
Poor (1–4)
Inventory Load Rating
24.4 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1934
Last Reconstructed
1990
Material
Steel
Number of Spans
1
Structure Length
387.7 m (1272 ft)
Deck Width
21.9 m (72 ft)
Owner
State Highway Agency
Avg Daily Traffic
85,600 vehicles/day
Structure Number
L180154D7DOTNBI

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) rates fair at 5/9, minor deterioration that routine maintenance should address.
  • At 4/9, the substructure (piers and abutments) is in poor shape, with advanced wear flagged for priority repair.

How to read this record

ST 1 A/LYNNWAY 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 ST 1 A/LYNNWAY 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 ST 1 A/LYNNWAY?

ST 1 A/LYNNWAY in Essex, Massachusetts has a deck rating of 5/9, superstructure rating of 5/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is ST 1 A/LYNNWAY inspected?

ST 1 A/LYNNWAY'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 85,600 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. ST 1 A/LYNNWAY 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 ST 1 A/LYNNWAY?

ST 1 A/LYNNWAY has an NBI inventory load rating of 24.4 metric tons.

Who is responsible for maintaining ST 1 A/LYNNWAY?

ST 1 A/LYNNWAY is owned and maintained by State Highway Agency.

How old is ST 1 A/LYNNWAY and does age affect safety?

ST 1 A/LYNNWAY was built in 1934, making it 92 years old and last reconstructed in 1990.

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.