FHWA NBI 2024 Inspection record Public-domain dataset

ST 1 A/MAIN ST

Carrying ST 1 A/MAIN ST over RR MBTA

1.6 MI N ROWLEY TOWN HALL, Essex, Massachusetts

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
19 t Inventory load rating

Bridge Snapshot: ST 1 A/MAIN ST

The ST 1 A/MAIN ST bridge in Essex, Massachusetts carries ST 1 A/MAIN ST over RR MBTA. It was built in 1907, making it 119 years old today. It was last reconstructed in 1931, extending its service life. The structure is built primarily of concrete and spans 3 sections, stretching 37.5 meters (123 feet) end to end. Daily traffic averages 4,784 vehicles, placing it in the moderately-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 6/9. 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 18.8 metric tons.

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

How ST 1 A/MAIN ST compares

▼ 22.4
Load rating vs Massachusetts average (41.2 t)
Bottom 4%
Lower load rating than 96% of Massachusetts bridges
399
Bridges in Essex · 66 in Poor condition
ST 1 A/MAIN ST 18.8 t
Massachusetts average 41.2 t

Live comparison across Massachusetts.

Historical Sufficiency Rating

PlainBridge-computed
40.7 / 100 - historical 20–49.9 band
Structural adequacy /55
13.7
Serviceability /30
18.0
Essentiality /15
9.0
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 How the historical reference is calculated.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
4/9
Poor (1–4)
Substructure
6/9
Fair (5–6)
Inventory Load Rating
18.8 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1907
Last Reconstructed
1931
Material
Concrete
Number of Spans
3
Structure Length
37.5 m (123 ft)
Deck Width
15.2 m (50 ft)
Owner
State Highway Agency
Avg Daily Traffic
4,784 vehicles/day
Structure Number
R1100132PDOT634

Condition Analysis

  • The deck (driving surface) rates fair at 5/9, minor deterioration that routine maintenance should address.
  • The superstructure (beams and supports above the deck) rates poor at 4/9, advanced deterioration that should be prioritized for repair.
  • At 6/9, the substructure (piers and abutments) shows fair condition, with minor wear flagged for upkeep.

How to read this record

ST 1 A/MAIN 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 ST 1 A/MAIN 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 ST 1 A/MAIN ST?

ST 1 A/MAIN ST in Essex, Massachusetts has a deck rating of 5/9, superstructure rating of 4/9, and substructure rating of 6/9 on the FHWA's 0–9 scale.

How often is ST 1 A/MAIN ST inspected?

ST 1 A/MAIN 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 4,784 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/MAIN 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 ST 1 A/MAIN ST?

ST 1 A/MAIN ST has an NBI inventory load rating of 18.8 metric tons.

Who is responsible for maintaining ST 1 A/MAIN ST?

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

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

ST 1 A/MAIN ST was built in 1907, making it 119 years old and last reconstructed in 1931.

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.