FHWA NBI 2024 Inspection record Public-domain dataset

RP FROM IL98 TO I1

Carrying RP FROM IL98 TO I1 over TP&W RR (004909R)

.3 MI N OF IL 98, Tazewell, Illinois

Inventory: FHWA NBI 2024 · last ETL August 2026

FHWA NBI record, refreshed with each annual release.

Fair
58 t Inventory load rating Higher than 96% of rated Illinois bridges

RP FROM IL98 TO I1 in Tazewell, Illinois sits above 96% of rated Illinois bridges on inventory load rating (58 t), while its 1988 build year is earlier than 34% of Tazewell's recorded-year cohort (358 bridges).

RP FROM IL98 TO I1 in Tazewell, Illinois is rated Fair in the FHWA's 2024 National Bridge Inventory. Built in 1988, it carries 3 rated components on the inspecting agency's 0-9 scale, and its weakest reported component scores 6. The lowest applicable rating sets the federal condition category, so this Fair 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:090012700000000

LATE-CENTURY · STEEL · MULTI-SPAN · TIED-CTRL · ARTERIAL-ADT · HEAVY-LOAD · CAT-FAIR

  • LATE-CENTURY 1980–1999
  • STEEL Steel
  • MULTI-SPAN 3 spans
  • TIED-CTRL Tied control
  • ARTERIAL-ADT Arterial ADT
  • HEAVY-LOAD Heavy load
  • CAT-FAIR Fair

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: RP FROM IL98 TO I1

The RP FROM IL98 TO I1 bridge in Tazewell, Illinois carries RP FROM IL98 TO I1 over TP&W RR (004909R). It was built in 1988, making it 38 years old today. The structure is built primarily of steel continuous and spans 3 sections, stretching 45.8 meters (150 feet) end to end. Daily traffic averages 3,100 vehicles, placing it in the moderately-trafficked tier of Illinois bridges. It is owned and maintained by State Highway Agency.

The latest FHWA inspection records show a deck rating of 6/9, superstructure at 6/9, substructure at 6/9. The weakest component sits in fair condition. None of this bridge's reported major components fall into the Poor condition range.

How RP FROM IL98 TO I1 compares

▲ 22.7
Load rating vs Illinois average (35.0 t; 26,904 of 26,928 rated)
358
Bridges in Tazewell · 52 in Poor condition

Age against the county: built in 1988, earlier than 122 of Tazewell's 358 bridges with a recorded construction year (34%), against a county median build year of 1975. This is one of the newer structures in its county.

RP FROM IL98 TO I1 57.7 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).

RP FROM IL98 TO I1 vs every rated Illinois bridge

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

58 Top 4% higher than 96% 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
6/9
Fair (5–6)
Superstructure
6/9
Fair (5–6)
Substructure
6/9
Fair (5–6)
Inventory Load Rating
57.7 t
NBI inventory level (metric tons)
Overall Condition
Fair

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.

Tazewell inventory by recorded NBI category

Exclusive Good/Fair/Poor bands across all 358 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
1988
Material
Steel Continuous
Number of Spans
3
Structure Length
45.8 m (150 ft)
Deck Width
8.9 m (29 ft)
Owner
State Highway Agency
Avg Daily Traffic
3,100 vehicles/day
Structure Number
090012700000000

Condition Analysis

  • The deck (driving surface) is in fair condition (6/9), with minor deterioration that may require routine maintenance.
  • At 6/9, the superstructure (beams and supports above the deck) shows fair condition, with minor wear flagged for upkeep.
  • The substructure (piers and abutments) rates fair at 6/9, minor deterioration that routine maintenance should address.

How to read this record

This page shows what the last federal inspection recorded, not whether RP FROM IL98 TO I1 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 RP FROM IL98 TO I1 against other structures in Tazewell 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 RP FROM IL98 TO I1?

RP FROM IL98 TO I1 in Tazewell, Illinois has a deck rating of 6/9, superstructure rating of 6/9, and substructure rating of 6/9 on the FHWA's 0–9 scale.

How often is RP FROM IL98 TO I1 inspected?

RP FROM IL98 TO I1'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 3,100 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. RP FROM IL98 TO I1 is currently shown as Fair condition from its component ratings; that category is not a live closure or safety decision.

What is the inventory load rating for RP FROM IL98 TO I1?

RP FROM IL98 TO I1 has an NBI inventory load rating of 57.7 metric tons.

Who is responsible for maintaining RP FROM IL98 TO I1?

RP FROM IL98 TO I1 is owned and maintained by State Highway Agency.

How old is RP FROM IL98 TO I1 and does age affect safety?

RP FROM IL98 TO I1 was built in 1988, making it 38 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.