FHWA NBI 2024 Inspection record Public-domain dataset

US23,74 NBL

Carrying US23,74 NBL over RICHLAND CREEK

.1 MI.S.JCT.US19,23, Haywood, North Carolina

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
45 t Inventory load rating

Bridge Snapshot: US23,74 NBL

The US23,74 NBL bridge in Haywood, North Carolina carries US23,74 NBL over RICHLAND CREEK. It was built in 1965, making it 61 years old today. The structure is built primarily of steel and spans 4 sections, stretching 60.9 meters (200 feet) end to end. Daily traffic averages 21,000 vehicles, placing it in the heavily-trafficked tier of North Carolina 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 5/9. 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 45.3 metric tons.

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

How US23,74 NBL compares

▲ 1.1
Load rating vs North Carolina average (44.2 t)
Top 38%
Higher load rating than 62% of North Carolina bridges
286
Bridges in Haywood · 39 in Poor condition
US23,74 NBL 45.3 t
North Carolina average 44.2 t

Live comparison across North Carolina.

Historical Sufficiency Rating

PlainBridge-computed
30.0 / 100 - historical 20–49.9 band
Structural adequacy /55
15.0
Serviceability /30
6.0
Essentiality /15
9.0
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 How the historical reference is calculated.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
5/9
Fair (5–6)
Inventory Load Rating
45.3 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1965
Material
Steel
Number of Spans
4
Structure Length
60.9 m (200 ft)
Deck Width
10.1 m (33 ft)
Owner
State Highway Agency
Avg Daily Traffic
21,000 vehicles/day
Structure Number
000000000870155

Condition Analysis

  • At 5/9, the deck (driving surface) shows fair condition, with minor wear flagged for upkeep.
  • The superstructure (beams and supports above the deck) rates poor at 3/9, advanced deterioration that should be prioritized for repair.
  • At 5/9, the substructure (piers and abutments) shows fair condition, with minor wear flagged for upkeep.

How to read this record

US23,74 NBL 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 US23,74 NBL against other structures in Haywood and across North Carolina. North Carolina 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 US23,74 NBL?

US23,74 NBL in Haywood, North Carolina has a deck rating of 5/9, superstructure rating of 3/9, and substructure rating of 5/9 on the FHWA's 0–9 scale.

How often is US23,74 NBL inspected?

US23,74 NBL'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 21,000 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. US23,74 NBL 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 US23,74 NBL?

US23,74 NBL has an NBI inventory load rating of 45.3 metric tons.

Who is responsible for maintaining US23,74 NBL?

US23,74 NBL is owned and maintained by State Highway Agency.

How old is US23,74 NBL and does age affect safety?

US23,74 NBL was built in 1965, making it 61 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.