FHWA NBI 2024 Inspection record Public-domain dataset

RT WW S

Carrying RT WW S over OLD CHNL CHARITON

S 3 T 52 N R 18 W, Chariton, Missouri

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
14 t Inventory load rating

Bridge Snapshot: RT WW S

The RT WW S bridge in Chariton, Missouri carries RT WW S over OLD CHNL CHARITON. It was built in 1959, making it 67 years old today. It was last reconstructed in 1978, extending its service life. The structure is built primarily of concrete and spans 3 sections, stretching 31.1 meters (102 feet) end to end. Daily traffic averages 124 vehicles, placing it in the lower-traffic tier of Missouri bridges. It is owned and maintained by State Highway Agency.

The latest FHWA inspection records show a deck rating of 3/9, superstructure at 3/9, substructure at 6/9. The weakest component sits in poor condition. A component scored 4 or below, placing this bridge in the federal Poor condition category rather than declaring it unsafe or closed. Its NBI inventory load rating is 13.5 metric tons.

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

How RT WW S compares

▼ 20.2
Load rating vs Missouri average (33.7 t)
Bottom 8%
Lower load rating than 92% of Missouri bridges
289
Bridges in Chariton · 33 in Poor condition
RT WW S 13.5 t
Missouri average 33.7 t

Live comparison across Missouri.

Historical Sufficiency Rating

PlainBridge-computed
11.9 / 100 - historical under-20 band
Structural adequacy /55
0.0
Serviceability /30
8.5
Essentiality /15
3.4
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 How the historical reference is calculated.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
3/9
Poor (1–4)
Superstructure
3/9
Poor (1–4)
Substructure
6/9
Fair (5–6)
Inventory Load Rating
13.5 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1959
Last Reconstructed
1978
Material
Concrete
Number of Spans
3
Structure Length
31.1 m (102 ft)
Deck Width
6.8 m (22 ft)
Owner
State Highway Agency
Avg Daily Traffic
124 vehicles/day
Structure Number
7194

Condition Analysis

  • The deck (driving surface) is in poor condition (3/9), showing advanced deterioration that may require priority repair.
  • At 3/9, the superstructure (beams and supports above the deck) is in poor shape, with advanced wear flagged for priority repair.
  • At 6/9, the substructure (piers and abutments) shows fair condition, with minor wear flagged for upkeep.

How to read this record

RT WW S 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 RT WW S against other structures in Chariton and across Missouri. Missouri 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 RT WW S?

RT WW S in Chariton, Missouri has a deck rating of 3/9, superstructure rating of 3/9, and substructure rating of 6/9 on the FHWA's 0–9 scale.

How often is RT WW S inspected?

RT WW S'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 124 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. RT WW S 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 RT WW S?

RT WW S has an NBI inventory load rating of 13.5 metric tons.

Who is responsible for maintaining RT WW S?

RT WW S is owned and maintained by State Highway Agency.

How old is RT WW S and does age affect safety?

RT WW S was built in 1959, making it 67 years old and last reconstructed in 1978.

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.