US Bridges

FAS 467-CH 5 over Dillon Creek

Good

Tazewell County, Illinois · SW COR-1-T24NR4W · Structure no. 090323800000000

Built
2005
20 years old
Condition
Good
inspected January 2025
Type
Stringer/Multi-beam or Girder
Steel Continuous
Length
101 ft
3 main spans
Daily traffic
900
2023 count
Owner
County
County Highway Agency

About this bridge

FAS 467-CH 5 over Dillon Creek is a steel continuous stringer/multi-beam or girder carrying FAS 467-CH 5 over Dillon Creek in Tazewell County, Illinois. It was built in 2005, so it is 20 years old, younger than the Illinois average of 45.3 years.

The most recent inspection reported to the Federal Highway Administration rates it in good condition with a lowest component rating of 8 out of 9. All primary components (deck, superstructure, substructure, or culvert) are rated 7 or higher. No significant problems were noted.

It carries about 900 vehicles a day, roughly 9% of them trucks, projected to reach 631 by 2046. The structure is 101 ft (30.7 m) long and 30 ft wide. If it were closed, the detour would be 1.9 mi (3 km).

Location

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CarriesFAS 467-CH 5
CrossesDillon Creek
LocationSW COR-1-T24NR4W
RouteCounty Highway 0
CountyTazewell County
StateIllinois
Coordinates40.55367, -89.50892
Functional classRural Minor Collector

Condition and inspection

Good

All primary components (deck, superstructure, substructure, or culvert) are rated 7 or higher. No significant problems were noted.

ComponentRatingMeaning
Deck8 Very GoodNo problems noted.
Superstructure8 Very GoodNo problems noted.
Substructure8 Very GoodNo problems noted.
Channel and channel protection7 GoodSome minor problems.
Last inspectionJanuary 2025
Inspection intervalevery 48 months
Operating statusOpen, no restriction
ScourFoundations stable; scour above top of footing
Structural evaluation8: Equal to present desirable criteria
Deck geometry6: Equal to present minimum criteria
Waterway adequacy8: Equal to present desirable criteria
Approach roadway alignment8: Equal to present desirable criteria
Operating rating98.2 US tons
Inventory rating82.9 US tons

Structure

Structure typeStringer/Multi-beam or Girder
MaterialSteel Continuous
DeckConcrete, cast-in-place
Main spans3
Design loadHS 20
Structure length101 ft (30.7 m)
Longest span38 ft (11.5 m)
Deck width30 ft (9.1 m)
Roadway width30 ft (9.1 m)
Vertical clearance over deckUnrestricted

Traffic and service

Average daily traffic900 (2023)
Projected traffic631 by 2046
Trucks9%
Lanes on structure2
Traffic directionTwo-way traffic
CarriesHighway
CrossesWaterway
Detour if closed1.9 mi (3 km)
TollOn a free road
National Highway SystemNo

Ownership and planned work

OwnerCounty Highway Agency
Maintained byCounty Highway Agency
Historic statusNot eligible for the National Register of Historic Places
Work proposedNone recorded
Estimated improvement cost—
NavigationNo navigation control on waterway

Frequently asked questions

When was FAS 467-CH 5 over Dillon Creek built?

It was built in 2005, making it 20 years old in 2025.

What condition is FAS 467-CH 5 over Dillon Creek in?

The National Bridge Inventory rates it in good condition. All primary components (deck, superstructure, substructure, or culvert) are rated 7 or higher. No significant problems were noted. The last reported inspection was in January 2025.

How much traffic does FAS 467-CH 5 over Dillon Creek carry?

About 900 vehicles per day (2023 count), of which roughly 9% are trucks.

How long is FAS 467-CH 5 over Dillon Creek?

The structure is 101 ft (30.7 m) long with a longest span of 38 ft (11.5 m) and a deck 30 ft wide.

Who owns FAS 467-CH 5 over Dillon Creek?

It is owned by the County Highway Agency.