FHWA NBI 2024 Inspection record Public-domain dataset

LINCOLN AVE(CR626)

Carrying LINCOLN AVE(CR626) over AMTRAK & ASSUNPINK CRK

0.1 MI W OF EAST STATE ST, Mercer, New Jersey

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
22 t Inventory load rating

Bridge Snapshot: LINCOLN AVE(CR626)

The LINCOLN AVE(CR626) bridge in Mercer, New Jersey carries LINCOLN AVE(CR626) over AMTRAK & ASSUNPINK CRK. It was built in 1931, making it 95 years old today. It was last reconstructed in 1965, extending its service life. The structure is built primarily of steel and spans 8 sections, stretching 209.4 meters (687 feet) end to end. Daily traffic averages 5,591 vehicles, placing it in the moderately-trafficked tier of New Jersey bridges. It is owned and maintained by County Highway Agency.

The latest FHWA inspection records show a deck rating of 4/9, superstructure at 3/9, 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 21.8 metric tons.

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

How LINCOLN AVE(CR626) compares

▼ 22.0
Load rating vs New Jersey average (43.8 t)
Bottom 10%
Lower load rating than 90% of New Jersey bridges
413
Bridges in Mercer · 35 in Poor condition
LINCOLN AVE(CR626) 21.8 t
New Jersey average 43.8 t

Live comparison across New Jersey.

Historical Sufficiency Rating

PlainBridge-computed
35.8 / 100 - historical 20–49.9 band
Structural adequacy /55
3.8
Serviceability /30
19.0
Essentiality /15
13.0
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 How the historical reference is calculated.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
4/9
Poor (1–4)
Superstructure
3/9
Poor (1–4)
Substructure
5/9
Fair (5–6)
Inventory Load Rating
21.8 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1931
Last Reconstructed
1965
Material
Steel
Number of Spans
8
Structure Length
209.4 m (687 ft)
Deck Width
12.2 m (40 ft)
Owner
County Highway Agency
Avg Daily Traffic
5,591 vehicles/day
Structure Number
1100055

Condition Analysis

  • At 4/9, the deck (driving surface) is in poor shape, with advanced wear flagged for priority repair.
  • At 3/9, the superstructure (beams and supports above the deck) is in poor shape, with advanced wear flagged for priority repair.
  • The substructure (piers and abutments) rates fair at 5/9, minor deterioration that routine maintenance should address.

How to read this record

LINCOLN AVE(CR626) 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 LINCOLN AVE(CR626) against other structures in Mercer and across New Jersey. New Jersey 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 LINCOLN AVE(CR626)?

LINCOLN AVE(CR626) in Mercer, New Jersey has a deck rating of 4/9, superstructure rating of 3/9, and substructure rating of 5/9 on the FHWA's 0–9 scale.

How often is LINCOLN AVE(CR626) inspected?

LINCOLN AVE(CR626)'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 5,591 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. LINCOLN AVE(CR626) 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 LINCOLN AVE(CR626)?

LINCOLN AVE(CR626) has an NBI inventory load rating of 21.8 metric tons.

Who is responsible for maintaining LINCOLN AVE(CR626)?

LINCOLN AVE(CR626) is owned and maintained by County Highway Agency.

How old is LINCOLN AVE(CR626) and does age affect safety?

LINCOLN AVE(CR626) was built in 1931, making it 95 years old and last reconstructed in 1965.

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.