FHWA NBI 2024 Inspection record Public-domain dataset

S56A MAXWELL SPUR

Carrying S56A MAXWELL SPUR over PLATTE RIVER S CHAN

3S MAXWELL, Lincoln, Nebraska

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
15 t Inventory load rating

Bridge Snapshot: S56A MAXWELL SPUR

The S56A MAXWELL SPUR bridge in Lincoln, Nebraska carries S56A MAXWELL SPUR over PLATTE RIVER S CHAN. It was built in 1931, making it 95 years old today. It was last reconstructed in 1980, extending its service life. The structure is built primarily of steel and spans 5 sections, stretching 76.5 meters (251 feet) end to end. Daily traffic averages 850 vehicles, placing it in the lower-traffic tier of Nebraska bridges. It is owned and maintained by State Highway Agency.

The latest FHWA inspection records show a deck rating of 5/9, superstructure at 3/9, substructure at 3/9. The weakest component sits in poor condition. Because at least one major component scores 4 or lower, this bridge falls in FHWA's Poor condition category. That category is not a closure order. Its NBI inventory load rating is 15.0 metric tons.

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

How S56A MAXWELL SPUR compares

▼ 12.7
Load rating vs Nebraska average (27.7 t)
Bottom 13%
Lower load rating than 87% of Nebraska bridges
205
Bridges in Lincoln · 13 in Poor condition
S56A MAXWELL SPUR 15.0 t
Nebraska average 27.7 t

Live comparison across Nebraska.

Historical Sufficiency Rating

PlainBridge-computed
25.0 / 100 - historical 20–49.9 band
Structural adequacy /55
0.0
Serviceability /30
25.0
Essentiality /15
0.0
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 How the historical reference is calculated.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
5/9
Fair (5–6)
Superstructure
3/9
Poor (1–4)
Substructure
3/9
Poor (1–4)
Inventory Load Rating
15.0 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1931
Last Reconstructed
1980
Material
Steel
Number of Spans
5
Structure Length
76.5 m (251 ft)
Deck Width
10.5 m (34 ft)
Owner
State Highway Agency
Avg Daily Traffic
850 vehicles/day
Structure Number
SS56A00305

Condition Analysis

  • The deck (driving surface) is in fair condition (5/9), with minor deterioration that may require routine maintenance.
  • The superstructure (beams and supports above the deck) is in poor condition (3/9), showing advanced deterioration that may require priority repair.
  • At 3/9, the substructure (piers and abutments) is in poor shape, with advanced wear flagged for priority repair.

How to read this record

S56A MAXWELL SPUR 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 S56A MAXWELL SPUR against other structures in Lincoln and across Nebraska. Nebraska 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 S56A MAXWELL SPUR?

S56A MAXWELL SPUR in Lincoln, Nebraska has a deck rating of 5/9, superstructure rating of 3/9, and substructure rating of 3/9 on the FHWA's 0–9 scale.

How often is S56A MAXWELL SPUR inspected?

S56A MAXWELL SPUR'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 850 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. S56A MAXWELL SPUR 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 S56A MAXWELL SPUR?

S56A MAXWELL SPUR has an NBI inventory load rating of 15.0 metric tons.

Who is responsible for maintaining S56A MAXWELL SPUR?

S56A MAXWELL SPUR is owned and maintained by State Highway Agency.

How old is S56A MAXWELL SPUR and does age affect safety?

S56A MAXWELL SPUR was built in 1931, making it 95 years old and last reconstructed in 1980.

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.