FHWA NBI 2024 Inspection record Public-domain dataset

GREENWICH ST CR620

Carrying GREENWICH ST CR620 over HUDSON SEC (ABAN)

1.03 mi North of CR 519, Warren, New Jersey

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Fair
64 t Inventory load rating

Bridge Snapshot: GREENWICH ST CR620

The GREENWICH ST CR620 bridge in Warren, New Jersey carries GREENWICH ST CR620 over HUDSON SEC (ABAN). It was built in 1928, making it 98 years old today. The structure is built primarily of steel and spans 1 section, stretching 17.1 meters (56 feet) end to end. Daily traffic averages 4,804 vehicles, placing it in the moderately-trafficked tier of New Jersey bridges. It is owned and maintained by Unknown.

The latest FHWA inspection records show a deck rating of 6/9, superstructure at 5/9, substructure at 6/9. The weakest component sits in fair condition. No reported major component scores in the Poor range under the current federal condition thresholds. Its NBI inventory load rating is 64.4 metric tons.

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

How GREENWICH ST CR620 compares

▲ 20.6
Load rating vs New Jersey average (43.8 t)
Top 15%
Higher load rating than 85% of New Jersey bridges
266
Bridges in Warren · 12 in Poor condition
GREENWICH ST CR620 64.4 t
New Jersey average 43.8 t

Live comparison across New Jersey.

Historical Sufficiency Rating

PlainBridge-computed
67.0 / 100 - historical 50–79.9 band
Structural adequacy /55
45.0
Serviceability /30
12.0
Essentiality /15
13.0
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 How the historical reference is calculated.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
6/9
Fair (5–6)
Superstructure
5/9
Fair (5–6)
Substructure
6/9
Fair (5–6)
Inventory Load Rating
64.4 t
NBI inventory level (metric tons)
Overall Condition
Fair

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

Structural Details

Year Built
1928
Material
Steel
Number of Spans
1
Structure Length
17.1 m (56 ft)
Deck Width
9.0 m (30 ft)
Owner
Unknown
Avg Daily Traffic
4,804 vehicles/day
Structure Number
2150160

Condition Analysis

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

How to read this record

This page shows what the last federal inspection recorded, not whether GREENWICH ST CR620 is safe to cross today. Here is how to use it.

  • NBI condition ratings reflect the latest record in this annual dataset, not a live status. Current routine inspection intervals are risk-based.
  • Learn how the 0–9 condition scale and Good/Fair/Poor categories are defined. How condition ratings work
  • Compare GREENWICH ST CR620 against other structures in Warren 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 GREENWICH ST CR620?

GREENWICH ST CR620 in Warren, New Jersey has a deck rating of 6/9, superstructure rating of 5/9, and substructure rating of 6/9 on the FHWA's 0–9 scale.

How often is GREENWICH ST CR620 inspected?

GREENWICH ST CR620'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 4,804 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. GREENWICH ST CR620 is currently shown as Fair condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for GREENWICH ST CR620?

GREENWICH ST CR620 has an NBI inventory load rating of 64.4 metric tons.

Who is responsible for maintaining GREENWICH ST CR620?

GREENWICH ST CR620 is owned and maintained by Unknown.

How old is GREENWICH ST CR620 and does age affect safety?

GREENWICH ST CR620 was built in 1928, making it 98 years old.

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.