FHWA NBI 2024 Inspection record Public-domain dataset

SPARKMAN ST

Carrying SPARKMAN ST over SHOAL CREEK

JCT SPARKMAN ST*SHOAL CRK, Morgan, Alabama

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
20 t Inventory load rating

Bridge Snapshot: SPARKMAN ST

The SPARKMAN ST bridge in Morgan, Alabama carries SPARKMAN ST over SHOAL CREEK. It was built in 1915, making it 111 years old today. The structure is built primarily of concrete and spans 1 section, stretching 31.1 meters (102 feet) end to end. Daily traffic averages 2,123 vehicles, placing it in the moderately-trafficked tier of Alabama bridges. It is owned and maintained by City/Municipal Highway Agency.

The latest FHWA inspection records show a deck rating of 4/9, superstructure at 5/9, 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 20.0 metric tons.

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

How SPARKMAN ST compares

▼ 18.3
Load rating vs Alabama average (38.3 t)
Bottom 9%
Lower load rating than 91% of Alabama bridges
225
Bridges in Morgan · 4 in Poor condition
SPARKMAN ST 20.0 t
Alabama average 38.3 t

Live comparison across Alabama.

Historical Sufficiency Rating

PlainBridge-computed
47.3 / 100 - historical 20–49.9 band
Structural adequacy /55
30.8
Serviceability /30
5.0
Essentiality /15
14.5
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 How the historical reference is calculated.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
4/9
Poor (1–4)
Superstructure
5/9
Fair (5–6)
Substructure
5/9
Fair (5–6)
Inventory Load Rating
20.0 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1915
Material
Concrete
Number of Spans
1
Structure Length
31.1 m (102 ft)
Deck Width
6.5 m (21 ft)
Owner
City/Municipal Highway Agency
Avg Daily Traffic
2,123 vehicles/day
Structure Number
000095

Condition Analysis

  • The deck (driving surface) rates poor at 4/9, advanced deterioration that should be prioritized for repair.
  • At 5/9, the superstructure (beams and supports above the deck) shows fair condition, with minor wear flagged for upkeep.
  • At 5/9, the substructure (piers and abutments) shows fair condition, with minor wear flagged for upkeep.

How to read this record

SPARKMAN ST 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 SPARKMAN ST against other structures in Morgan 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 SPARKMAN ST?

SPARKMAN ST in Morgan, Alabama has a deck rating of 4/9, superstructure rating of 5/9, and substructure rating of 5/9 on the FHWA's 0–9 scale.

How often is SPARKMAN ST inspected?

SPARKMAN ST'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 2,123 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. SPARKMAN ST 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 SPARKMAN ST?

SPARKMAN ST has an NBI inventory load rating of 20.0 metric tons.

Who is responsible for maintaining SPARKMAN ST?

SPARKMAN ST is owned and maintained by City/Municipal Highway Agency.

How old is SPARKMAN ST and does age affect safety?

SPARKMAN ST was built in 1915, making it 111 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.