FHWA NBI 2024 Inspection record Public-domain dataset

OLD SPRINGHILL RD.

Carrying OLD SPRINGHILL RD. over PINEY WOODS CREEK

OLD SPRINGHILL RD., Crenshaw, Alabama

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Fair
6 t Inventory load rating

Bridge Snapshot: OLD SPRINGHILL RD.

The OLD SPRINGHILL RD. bridge in Crenshaw, Alabama carries OLD SPRINGHILL RD. over PINEY WOODS CREEK. It was built in 1989, making it 37 years old today. The structure is built primarily of steel continuous and spans 4 sections, stretching 16.8 meters (55 feet) end to end. Daily traffic averages 2 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 a deck rating of 6/9, superstructure at 7/9, substructure at 5/9. The weakest component sits in fair condition. All reported major components score above the Poor range. Its NBI inventory load rating is 6.4 metric tons.

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

How OLD SPRINGHILL RD. compares

▼ 31.9
Load rating vs Alabama average (38.3 t)
Bottom 2%
Lower load rating than 98% of Alabama bridges
146
Bridges in Crenshaw · 3 in Poor condition
OLD SPRINGHILL RD. 6.4 t
Alabama average 38.3 t

Live comparison across Alabama.

Historical Sufficiency Rating

PlainBridge-computed
31.4 / 100 - historical 20–49.9 band
Structural adequacy /55
1.9
Serviceability /30
14.5
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 How the historical reference is calculated.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

Deck
6/9
Fair (5–6)
Superstructure
7/9
Good (7–9)
Substructure
5/9
Fair (5–6)
Inventory Load Rating
6.4 t
NBI inventory level (metric tons)
Overall Condition
Fair

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

Structural Details

Year Built
1989
Material
Steel Continuous
Number of Spans
4
Structure Length
16.8 m (55 ft)
Deck Width
4.9 m (16 ft)
Owner
County Highway Agency
Avg Daily Traffic
2 vehicles/day
Structure Number
014792

Condition Analysis

  • At 6/9, the deck (driving surface) shows fair condition, with minor wear flagged for upkeep.
  • The superstructure (beams and supports above the deck) is in good condition (7/9), showing no significant deterioration.
  • The substructure (piers and abutments) rates fair at 5/9, minor deterioration that routine maintenance should address.

How to read this record

This page shows what the last federal inspection recorded, not whether OLD SPRINGHILL RD. 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 OLD SPRINGHILL RD. against other structures in Crenshaw 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 OLD SPRINGHILL RD.?

OLD SPRINGHILL RD. in Crenshaw, Alabama has a deck rating of 6/9, superstructure rating of 7/9, and substructure rating of 5/9 on the FHWA's 0–9 scale.

How often is OLD SPRINGHILL RD. inspected?

OLD SPRINGHILL RD.'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 2 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. OLD SPRINGHILL RD. 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 OLD SPRINGHILL RD.?

OLD SPRINGHILL RD. has an NBI inventory load rating of 6.4 metric tons.

Who is responsible for maintaining OLD SPRINGHILL RD.?

OLD SPRINGHILL RD. is owned and maintained by County Highway Agency.

How old is OLD SPRINGHILL RD. and does age affect safety?

OLD SPRINGHILL RD. was built in 1989, making it 37 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.