FHWA NBI 2024 Inspection record Public-domain dataset

W AGNEW RD/FAS3380

Carrying W AGNEW RD/FAS3380 over STREAM (D 80)

JCT N79/S-55J 4N 3.6W, Lancaster, Nebraska

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
18 t Inventory load rating

Bridge Snapshot: W AGNEW RD/FAS3380

The W AGNEW RD/FAS3380 bridge in Lancaster, Nebraska carries W AGNEW RD/FAS3380 over STREAM (D 80). It was built in 1936, making it 90 years old today. The structure is built primarily of steel and spans 1 section, stretching 9.1 meters (30 feet) end to end. Daily traffic averages 102 vehicles, placing it in the lower-traffic tier of Nebraska 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 4/9. 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 18.0 metric tons.

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

How W AGNEW RD/FAS3380 compares

▼ 9.7
Load rating vs Nebraska average (27.7 t)
Bottom 18%
Lower load rating than 82% of Nebraska bridges
684
Bridges in Lancaster · 27 in Poor condition
W AGNEW RD/FAS3380 18.0 t
Nebraska average 27.7 t

Live comparison across Nebraska.

Historical Sufficiency Rating

PlainBridge-computed
38.2 / 100 - historical 20–49.9 band
Structural adequacy /55
12.2
Serviceability /30
11.5
Essentiality /15
14.5
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 How the historical reference is calculated.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
4/9
Poor (1–4)
Inventory Load Rating
18.0 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1936
Material
Steel
Number of Spans
1
Structure Length
9.1 m (30 ft)
Deck Width
7.3 m (24 ft)
Owner
County Highway Agency
Avg Daily Traffic
102 vehicles/day
Structure Number
C005500610

Condition Analysis

  • The deck (driving surface) rates fair at 6/9, minor deterioration that routine maintenance should address.
  • The superstructure (beams and supports above the deck) is in good condition (7/9), showing no significant deterioration.
  • The substructure (piers and abutments) is in poor condition (4/9), showing advanced deterioration that may require priority repair.

How to read this record

W AGNEW RD/FAS3380 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 W AGNEW RD/FAS3380 against other structures in Lancaster 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 W AGNEW RD/FAS3380?

W AGNEW RD/FAS3380 in Lancaster, Nebraska has a deck rating of 6/9, superstructure rating of 7/9, and substructure rating of 4/9 on the FHWA's 0–9 scale.

How often is W AGNEW RD/FAS3380 inspected?

W AGNEW RD/FAS3380'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 102 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. W AGNEW RD/FAS3380 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 W AGNEW RD/FAS3380?

W AGNEW RD/FAS3380 has an NBI inventory load rating of 18.0 metric tons.

Who is responsible for maintaining W AGNEW RD/FAS3380?

W AGNEW RD/FAS3380 is owned and maintained by County Highway Agency.

How old is W AGNEW RD/FAS3380 and does age affect safety?

W AGNEW RD/FAS3380 was built in 1936, making it 90 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.