FHWA NBI 2024 Inspection record Public-domain dataset

CHELSEA PARK DR.

Carrying CHELSEA PARK DR. over CSX RAILROAD

CHELSEA PARK SUBDIVISION, Shelby, Alabama

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Good
39 t Inventory load rating

Bridge Snapshot: CHELSEA PARK DR.

The CHELSEA PARK DR. bridge in Shelby, Alabama carries CHELSEA PARK DR. over CSX RAILROAD. It was built in 2006, making it 20 years old today. The structure is built primarily of prestressed concrete and spans 3 sections, stretching 79.2 meters (260 feet) end to end. Daily traffic averages 750 vehicles, placing it in the lower-traffic tier of Alabama bridges. It is owned and maintained by City/Municipal Highway Agency.

The latest FHWA inspection records show a deck rating of 8/9, superstructure at 8/9, substructure at 7/9. The weakest component sits in good condition. All reported major components score above the Poor range. Its NBI inventory load rating is 38.8 metric tons.

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

How CHELSEA PARK DR. compares

▲ 0.5
Load rating vs Alabama average (38.3 t)
Top 38%
Higher load rating than 62% of Alabama bridges
293
Bridges in Shelby · 2 in Poor condition
CHELSEA PARK DR. 38.8 t
Alabama average 38.3 t

Live comparison across Alabama.

Historical Sufficiency Rating

PlainBridge-computed
95.3 / 100 - historical 80–100 band
Structural adequacy /55
55.0
Serviceability /30
25.6
Essentiality /15
14.7
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 How the historical reference is calculated.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
8/9
Good (7–9)
Superstructure
8/9
Good (7–9)
Substructure
7/9
Good (7–9)
Inventory Load Rating
38.8 t
NBI inventory level (metric tons)
Overall Condition
Good

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

Structural Details

Year Built
2006
Material
Prestressed Concrete
Number of Spans
3
Structure Length
79.2 m (260 ft)
Deck Width
14.7 m (48 ft)
Owner
City/Municipal Highway Agency
Avg Daily Traffic
750 vehicles/day
Structure Number
019779

Condition Analysis

  • The deck (driving surface) rates good at 8/9, with no significant deterioration on file.
  • The superstructure (beams and supports above the deck) rates good at 8/9, with no significant deterioration on file.
  • The substructure (piers and abutments) is in good condition (7/9), showing no significant deterioration.

How to read this record

This page shows what the last federal inspection recorded, not whether CHELSEA PARK DR. 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 CHELSEA PARK DR. against other structures in Shelby and across Alabama. Alabama 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 CHELSEA PARK DR.?

CHELSEA PARK DR. in Shelby, Alabama has a deck rating of 8/9, superstructure rating of 8/9, and substructure rating of 7/9 on the FHWA's 0–9 scale.

How often is CHELSEA PARK DR. inspected?

CHELSEA PARK DR.'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 750 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. CHELSEA PARK DR. is currently shown as Good condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for CHELSEA PARK DR.?

CHELSEA PARK DR. has an NBI inventory load rating of 38.8 metric tons.

Who is responsible for maintaining CHELSEA PARK DR.?

CHELSEA PARK DR. is owned and maintained by City/Municipal Highway Agency.

How old is CHELSEA PARK DR. and does age affect safety?

CHELSEA PARK DR. was built in 2006, making it 20 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.