FHWA NBI 2024 Inspection record Public-domain dataset

US264ALT/NC33 W

Carrying US264ALT/NC33 W over TAR RIVER OVERFLOW

0.6 MI. W. JCT SR 1534, Pitt, North Carolina

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Good
49 t Inventory load rating Higher than 68% of rated North Carolina bridges

US264ALT/NC33 W in Pitt, North Carolina sits above 68% of rated North Carolina bridges on inventory load rating (49 t), while its 1973 build year is earlier than 79% of Pitt's recorded-year cohort (228 bridges).

US264ALT/NC33 W in Pitt, North Carolina is rated Good in the FHWA's 2024 National Bridge Inventory. Built in 1973, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 7. The lowest applicable rating sets the federal condition category, so this Good result describes the weakest reported component rather than the structure as a whole. No NBI category is a closure decision or a live crossing-safety verdict.

NBI record plate

Structure NC:000000001470055

INTERSTATE-ERA · PRESTRESS · MULTI-SPAN · TIED-CTRL · HEAVY-ADT · HEAVY-LOAD · CAT-GOOD

  • INTERSTATE-ERA 1950–1979
  • PRESTRESS Prestressed concrete
  • MULTI-SPAN 2 spans
  • TIED-CTRL Tied control
  • HEAVY-ADT Heavy ADT
  • HEAVY-LOAD Heavy load
  • CAT-GOOD Good

Inspection-sheet codes from this record’s year, material family, spans, controlling component, ADT, inventory load, and NBI category, not a live closure verdict.

Bridge Snapshot: US264ALT/NC33 W

The US264ALT/NC33 W bridge in Pitt, North Carolina carries US264ALT/NC33 W over TAR RIVER OVERFLOW. It was built in 1973, making it 53 years old today. The structure is built primarily of prestressed concrete continuous and spans 2 sections, stretching 36.5 meters (120 feet) end to end. Daily traffic averages 24,500 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 7/9, superstructure at 7/9, substructure at 7/9. The weakest component sits in good condition. None of this bridge's reported major components fall into the Poor condition range.

How US264ALT/NC33 W compares

▲ 4.3
Load rating vs North Carolina average (44.6 t; 19,160 of 19,210 rated)
228
Bridges in Pitt · 8 in Poor condition

Age against the county: built in 1973, earlier than 180 of Pitt's 228 bridges with a recorded construction year (79%), against a county median build year of 1994. Age is not a defect on its own, but it is the population from which future Poor ratings are drawn.

US264ALT/NC33 W 48.9 t
North Carolina average (19,160 of 19,210 rated) 44.6 t

Live comparison across North Carolina bridges with a recorded inventory load rating (19,160 of 19,210 rated).

US264ALT/NC33 W vs every rated North Carolina bridge

Inventory load rating (metric tons), FHWA NBI, this state

49 Top 32% higher than 68% of 19,160 bridges

rated North Carolina bridges, bucketed by value

Each bar is a band; taller bars hold more bridges. The dashed line + filled bar mark this entry. Hover or tap any bar for its full count and share, and where it sits relative to this entry.

Source FHWA National Bridge Inventory · August 2026

Condition Ratings

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

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

Reported 0–9 component ratings from the FHWA NBI. The highlighted component is the lowest reported input to this record’s current condition category; it is not a closure or live crossing-safety decision.

Pitt inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 228 bridges in this county. Orthogonal to this structure's component profile above: a county catalog share, not a live crossing-safety verdict.

Structural Details

Year Built
1973
Material
Prestressed Concrete Continuous
Number of Spans
2
Structure Length
36.5 m (120 ft)
Deck Width
12.8 m (42 ft)
Owner
State Highway Agency
Avg Daily Traffic
24,500 vehicles/day
Structure Number
000000001470055

Condition Analysis

  • The deck (driving surface) rates good at 7/9, with no significant deterioration on file.
  • 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 good condition (7/9), showing no significant deterioration.

How to read this record

This page shows what the last federal inspection recorded, not whether US264ALT/NC33 W 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 US264ALT/NC33 W against other structures in Pitt 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 US264ALT/NC33 W?

US264ALT/NC33 W in Pitt, North Carolina has a deck rating of 7/9, superstructure rating of 7/9, and substructure rating of 7/9 on the FHWA's 0–9 scale.

How often is US264ALT/NC33 W inspected?

US264ALT/NC33 W'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 24,500 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. US264ALT/NC33 W is currently shown as Good condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for US264ALT/NC33 W?

US264ALT/NC33 W has an NBI inventory load rating of 48.9 metric tons.

Who is responsible for maintaining US264ALT/NC33 W?

US264ALT/NC33 W is owned and maintained by State Highway Agency.

How old is US264ALT/NC33 W and does age affect safety?

US264ALT/NC33 W was built in 1973, making it 53 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

Share this inspection record

Send this source-bounded record or download its data card. An NBI condition category is not a closure or live crossing-safety verdict.

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Every figure on PlainBridges is rendered directly from federal source data, no number is typed in by an editor. Component ratings, ADT, and condition category on this page are copied from the NBI record for this structure; no figure is typed in by an editor. See our editorial standards & corrections policy, the methodology behind these numbers, or report a data error. Data current as of 2024 NBI release. NBI condition categories reflect the latest reported inventory record, not a live safety, closure, or travel decision.