FHWA NBI 2024 Inspection record Public-domain dataset

CORBIN ST

Carrying CORBIN ST over KENT CREEK

0.15 MI N CUNNINGHAM, Winnebago, Illinois

Data updated May 2026

FHWA NBI record, refreshed with each annual release.

Poor
24 t Inventory load rating

Bridge Snapshot: CORBIN ST

The CORBIN ST bridge in Winnebago, Illinois carries CORBIN ST over KENT CREEK. It was built in 1937, making it 89 years old today. It was last reconstructed in 1989, extending its service life. The structure is built primarily of prestressed concrete and spans 1 section, stretching 9.5 meters (31 feet) end to end. Daily traffic averages 950 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 3/9, superstructure at 3/9, substructure at 7/9. 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. Its NBI inventory load rating is 24.0 metric tons.

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

How CORBIN ST compares

▼ 10.6
Load rating vs Illinois average (34.6 t)
Bottom 9%
Lower load rating than 91% of Illinois bridges
475
Bridges in Winnebago · 29 in Poor condition
CORBIN ST 24.0 t
Illinois average 34.6 t

Live comparison across Illinois.

Historical Sufficiency Rating

PlainBridge-computed
42.8 / 100 - historical 20–49.9 band
Structural adequacy /55
7.1
Serviceability /30
21.0
Essentiality /15
14.7
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 How the historical reference is calculated.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
7/9
Good (7–9)
Inventory Load Rating
24.0 t
NBI inventory level (metric tons)
Overall Condition
Poor

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

Structural Details

Year Built
1937
Last Reconstructed
1989
Material
Prestressed Concrete
Number of Spans
1
Structure Length
9.5 m (31 ft)
Deck Width
12.7 m (42 ft)
Owner
City/Municipal Highway Agency
Avg Daily Traffic
950 vehicles/day
Structure Number
101612000000000

Condition Analysis

  • The deck (driving surface) rates poor at 3/9, advanced deterioration that should be prioritized for repair.
  • The superstructure (beams and supports above the deck) is in poor condition (3/9), showing advanced deterioration that may require priority repair.
  • At 7/9, the substructure (piers and abutments) is in good shape and shows no significant wear.

How to read this record

CORBIN ST 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 CORBIN ST against other structures in Winnebago 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 CORBIN ST?

CORBIN ST in Winnebago, Illinois has a deck rating of 3/9, superstructure rating of 3/9, and substructure rating of 7/9 on the FHWA's 0–9 scale.

How often is CORBIN ST inspected?

CORBIN ST'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 950 vehicles per day.

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

FHWA retired that reported status beginning with the 2018 archive. CORBIN ST 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 CORBIN ST?

CORBIN ST has an NBI inventory load rating of 24.0 metric tons.

Who is responsible for maintaining CORBIN ST?

CORBIN ST is owned and maintained by City/Municipal Highway Agency.

How old is CORBIN ST and does age affect safety?

CORBIN ST was built in 1937, making it 89 years old and last reconstructed in 1989.

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.