FHWA NBI 2024 Inspection record Public-domain dataset

MAPLE STREET

Carrying MAPLE STREET over WESTLINK TRIB COWSKIN CR

MAPLE AT SEVILLE, Sedgwick, Kansas

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Good
48 t Inventory load rating Higher than 90% of rated Kansas bridges

MAPLE STREET in Sedgwick, Kansas is rated Good in the FHWA's 2024 National Bridge Inventory.

Built in 1948, 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 KS:530400870CCWR45

PRE-1950 · CONCRETE · MULTI-SPAN · TIED-CTRL · HEAVY-ADT · HEAVY-LOAD · CAT-GOOD

  • PRE-1950 Pre-1950
  • CONCRETE Concrete
  • MULTI-SPAN 3 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: MAPLE STREET

The MAPLE STREET bridge in Sedgwick, Kansas carries MAPLE STREET over WESTLINK TRIB COWSKIN CR. It was built in 1948, making it 78 years old today. It was last reconstructed in 1994, extending its service life. The structure is built primarily of concrete continuous and spans 3 sections, stretching 40.5 meters (133 feet) end to end. Daily traffic averages 13,000 vehicles, placing it in the heavily-trafficked tier of Kansas bridges. It is owned and maintained by City/Municipal 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 MAPLE STREET compares

▲ 18.3
Load rating vs Kansas average (29.2 t; 24,893 of 24,894 rated)
1,333
Bridges in Sedgwick · 37 in Poor condition

Age against the county: built in 1948, earlier than 1,256 of Sedgwick's 1,333 bridges with a recorded construction year (94%), against a county median build year of 1987. Age is not a defect on its own, but it is the population from which future Poor ratings are drawn.

MAPLE STREET 47.5 t
Kansas average (24,893 of 24,894 rated) 29.2 t

Live comparison across Kansas bridges with a recorded inventory load rating (24,893 of 24,894 rated).

MAPLE STREET vs every rated Kansas bridge

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

48 Top 10% higher than 90% of 24,893 bridges

rated Kansas 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
47.5 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.

Sedgwick inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 1,333 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
1948
Last Reconstructed
1994
Material
Concrete Continuous
Number of Spans
3
Structure Length
40.5 m (133 ft)
Deck Width
19.5 m (64 ft)
Owner
City/Municipal Highway Agency
Avg Daily Traffic
13,000 vehicles/day
Structure Number
530400870CCWR45

Condition Analysis

  • The deck (driving surface) is in good condition (7/9), showing no significant deterioration.
  • The superstructure (beams and supports above the deck) is in good condition (7/9), showing no significant deterioration.
  • The substructure (piers and abutments) rates good at 7/9, with no significant deterioration on file.

How to read this record

This page shows what the last federal inspection recorded, not whether MAPLE STREET 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 MAPLE STREET against other structures in Sedgwick and across Kansas. Kansas 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 MAPLE STREET?

MAPLE STREET in Sedgwick, Kansas 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 MAPLE STREET inspected?

MAPLE STREET'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 13,000 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. MAPLE STREET 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 MAPLE STREET?

MAPLE STREET has an NBI inventory load rating of 47.5 metric tons.

Who is responsible for maintaining MAPLE STREET?

MAPLE STREET is owned and maintained by City/Municipal Highway Agency.

How old is MAPLE STREET and does age affect safety?

MAPLE STREET was built in 1948, making it 78 years old and last reconstructed in 1994.

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.

XFacebookLinkedInWhatsAppEmail

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.