FHWA NBI 2024 Inspection record Public-domain dataset

CHICAGO RD/MS 362

Carrying CHICAGO RD/MS 362 over EAST AUX SABLE CK

BY PETERSON RD, Kendall, Illinois

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Poor
20 t Inventory load rating Lower than 94% of rated Illinois bridges

CHICAGO RD/MS 362 in Kendall, Illinois sits above 6% of rated Illinois bridges on inventory load rating (20 t), while its 1970 build year is earlier than 83% of Kendall's recorded-year cohort (132 bridges).

CHICAGO RD/MS 362 in Kendall, Illinois is rated Poor in the FHWA's 2024 National Bridge Inventory. Built in 1970, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 4. The lowest applicable rating sets the federal condition category, so this Poor 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 IL:047309200000000

INTERSTATE-ERA · PRESTRESS · SINGLE-SPAN · TIED-CTRL · LOCAL-ADT · STANDARD-LOAD · CAT-POOR

  • INTERSTATE-ERA 1950–1979
  • PRESTRESS Prestressed concrete
  • SINGLE-SPAN Single span
  • TIED-CTRL Tied control
  • LOCAL-ADT Local ADT
  • STANDARD-LOAD Standard load
  • CAT-POOR Poor

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: CHICAGO RD/MS 362

The CHICAGO RD/MS 362 bridge in Kendall, Illinois carries CHICAGO RD/MS 362 over EAST AUX SABLE CK. It was built in 1970, making it 56 years old today. The structure is built primarily of prestressed concrete and spans 1 section, stretching 12.5 meters (41 feet) end to end. Daily traffic averages 225 vehicles, placing it in the lower-traffic tier of Illinois bridges. It is owned and maintained by City/Municipal Highway Agency.

The latest FHWA inspection records show a deck rating of 4/9, superstructure at 4/9, substructure at 6/9. 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.

How CHICAGO RD/MS 362 compares

▼ 14.6
Load rating vs Illinois average (35.0 t; 26,904 of 26,928 rated)
132
Bridges in Kendall · 16 in Poor condition

Age against the county: built in 1970, earlier than 110 of Kendall's 132 bridges with a recorded construction year (83%), 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.

CHICAGO RD/MS 362 20.4 t
Illinois average (26,904 of 26,928 rated) 35.0 t

Live comparison across Illinois bridges with a recorded inventory load rating (26,904 of 26,928 rated).

CHICAGO RD/MS 362 vs every rated Illinois bridge

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

20 Top 94% higher than 6% of 26,904 bridges

rated Illinois 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
4/9
Poor (1–4)
Superstructure
4/9
Poor (1–4)
Substructure
6/9
Fair (5–6)
Inventory Load Rating
20.4 t
NBI inventory level (metric tons)
Overall Condition
Poor

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.

Kendall inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 132 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
1970
Material
Prestressed Concrete
Number of Spans
1
Structure Length
12.5 m (41 ft)
Deck Width
6.4 m (21 ft)
Owner
City/Municipal Highway Agency
Avg Daily Traffic
225 vehicles/day
Structure Number
047309200000000

Condition Analysis

  • The deck (driving surface) is in poor condition (4/9), showing advanced deterioration on the inspecting agency's 0-9 scale.
  • The superstructure (beams and supports above the deck) rates poor at 4/9, with advanced deterioration recorded on the latest inspection.
  • The substructure (piers and abutments) is in fair condition (6/9), with minor deterioration that may require routine maintenance.

How to read this record

CHICAGO RD/MS 362 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 CHICAGO RD/MS 362 against other structures in Kendall and across Illinois. Illinois 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 CHICAGO RD/MS 362?

CHICAGO RD/MS 362 in Kendall, Illinois has a deck rating of 4/9, superstructure rating of 4/9, and substructure rating of 6/9 on the FHWA's 0–9 scale.

How often is CHICAGO RD/MS 362 inspected?

CHICAGO RD/MS 362'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 225 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. CHICAGO RD/MS 362 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 CHICAGO RD/MS 362?

CHICAGO RD/MS 362 has an NBI inventory load rating of 20.4 metric tons.

Who is responsible for maintaining CHICAGO RD/MS 362?

CHICAGO RD/MS 362 is owned and maintained by City/Municipal Highway Agency.

How old is CHICAGO RD/MS 362 and does age affect safety?

CHICAGO RD/MS 362 was built in 1970, making it 56 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

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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.