FHWA NBI 2024 Inspection record Public-domain dataset

CR18W HAROLD CULP

Carrying CR18W HAROLD CULP over BRANCH OF POLY CRK

CR18W 1 MI NE HIGHLAND CH, Chilton, Alabama

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Good
39 t Inventory load rating

Bridge Snapshot: CR18W HAROLD CULP

The CR18W HAROLD CULP bridge in Chilton, Alabama carries CR18W HAROLD CULP over BRANCH OF POLY CRK. It was built in 1971, making it 55 years old today. It was last reconstructed in 1993, extending its service life. The structure is built primarily of concrete and spans 3 sections, stretching 20.6 meters (68 feet) end to end. Daily traffic averages 200 vehicles, placing it in the lower-traffic tier of Alabama bridges. It is owned and maintained by County Highway Agency.

The latest FHWA inspection records show culvert at 8/9. The weakest component sits in good condition. All reported major components score above the Poor range. Its NBI inventory load rating is 38.5 metric tons.

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

How CR18W HAROLD CULP compares

▲ 0.2
Load rating vs Alabama average (38.3 t)
Top 39%
Higher load rating than 61% of Alabama bridges
153
Bridges in Chilton · 2 in Poor condition
CR18W HAROLD CULP 38.5 t
Alabama average 38.3 t

Live comparison across Alabama.

Historical Sufficiency Rating

PlainBridge-computed
100.0 / 100 - historical 80–100 band
Structural adequacy /55
55.0
Serviceability /30
30.0
Essentiality /15
15.0
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 How the historical reference is calculated.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

Culvert
8/9
Good (7–9)
Inventory Load Rating
38.5 t
NBI inventory level (metric tons)
Overall Condition
Good

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

Structural Details

Year Built
1971
Last Reconstructed
1993
Material
Concrete
Number of Spans
3
Structure Length
20.6 m (68 ft)
Owner
County Highway Agency
Avg Daily Traffic
200 vehicles/day
Structure Number
016506

How to read this record

This page shows what the last federal inspection recorded, not whether CR18W HAROLD CULP 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 CR18W HAROLD CULP against other structures in Chilton 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 CR18W HAROLD CULP?

CR18W HAROLD CULP in Chilton, Alabama on the FHWA's 0–9 scale.

How often is CR18W HAROLD CULP inspected?

CR18W HAROLD CULP'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 200 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. CR18W HAROLD CULP 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 CR18W HAROLD CULP?

CR18W HAROLD CULP has an NBI inventory load rating of 38.5 metric tons.

Who is responsible for maintaining CR18W HAROLD CULP?

CR18W HAROLD CULP is owned and maintained by County Highway Agency.

How old is CR18W HAROLD CULP and does age affect safety?

CR18W HAROLD CULP was built in 1971, making it 55 years old and last reconstructed in 1993.

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.