FHWA NBI 2024 Inspection record Public-domain dataset

RS 1816 J15-E22

Carrying RS 1816 J15-E22 over CREEK

1022 Old Hwy 40, Dickinson, Kansas

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
7 t Inventory load rating

Bridge Snapshot: RS 1816 J15-E22

The RS 1816 J15-E22 bridge in Dickinson, Kansas carries RS 1816 J15-E22 over CREEK. It was built in 1920, making it 106 years old today. It was last reconstructed in 1939, extending its service life. The structure is built primarily of concrete continuous and spans 2 sections, stretching 7.7 meters (25 feet) end to end. Daily traffic averages 1,705 vehicles, placing it in the moderately-trafficked tier of Kansas bridges. It is owned and maintained by County Highway Agency.

The latest FHWA inspection records show a deck rating of 4/9, superstructure at 4/9, substructure at 5/9. 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 7.3 metric tons.

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

How RS 1816 J15-E22 compares

▼ 21.8
Load rating vs Kansas average (29.1 t)
Bottom 3%
Lower load rating than 97% of Kansas bridges
335
Bridges in Dickinson · 19 in Poor condition
RS 1816 J15-E22 7.3 t
Kansas average 29.1 t

Live comparison across Kansas.

Historical Sufficiency Rating

PlainBridge-computed
34.4 / 100 - historical 20–49.9 band
Structural adequacy /55
0.0
Serviceability /30
20.4
Essentiality /15
14.0
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 How the historical reference is calculated.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
4/9
Poor (1–4)
Superstructure
4/9
Poor (1–4)
Substructure
5/9
Fair (5–6)
Inventory Load Rating
7.3 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1920
Last Reconstructed
1939
Material
Concrete Continuous
Number of Spans
2
Structure Length
7.7 m (25 ft)
Deck Width
10.6 m (35 ft)
Owner
County Highway Agency
Avg Daily Traffic
1,705 vehicles/day
Structure Number
000000000210990

Condition Analysis

  • At 4/9, the deck (driving surface) is in poor shape, with advanced wear flagged for priority repair.
  • The superstructure (beams and supports above the deck) rates poor at 4/9, 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

RS 1816 J15-E22 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 RS 1816 J15-E22 against other structures in Dickinson 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 RS 1816 J15-E22?

RS 1816 J15-E22 in Dickinson, Kansas has a deck rating of 4/9, superstructure rating of 4/9, and substructure rating of 5/9 on the FHWA's 0–9 scale.

How often is RS 1816 J15-E22 inspected?

RS 1816 J15-E22'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 1,705 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. RS 1816 J15-E22 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 RS 1816 J15-E22?

RS 1816 J15-E22 has an NBI inventory load rating of 7.3 metric tons.

Who is responsible for maintaining RS 1816 J15-E22?

RS 1816 J15-E22 is owned and maintained by County Highway Agency.

How old is RS 1816 J15-E22 and does age affect safety?

RS 1816 J15-E22 was built in 1920, making it 106 years old and last reconstructed in 1939.

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.