US Bridges

FAS-836 (CH-35) over Puncheon Creek

Poor

Jefferson County, Illinois · 5 MI W Waltonville · Structure no. 041302100000000

Built
1956
69 years old
Condition
Poor
inspected December 2024
Type
Channel Beam
Concrete
Length
42 ft
2 main spans
Daily traffic
550
2021 count
Owner
County
County Highway Agency

About this bridge

FAS-836 (CH-35) over Puncheon Creek is a concrete channel beam carrying FAS-836 (CH-35) over Puncheon Creek in Jefferson County, Illinois. It was built in 1956, so it is 69 years old, older than the Illinois average of 45.3 years.

The most recent inspection reported to the Federal Highway Administration rates it in poor condition with a lowest component rating of 4 out of 9. The lowest-rated primary component is rated 4 or below, indicating advanced deterioration. Poor does not mean unsafe; such bridges are inspected more often and may carry load restrictions.

It carries about 550 vehicles a day, roughly 7% of them trucks, projected to reach 556 by 2046. The structure is 42 ft (12.8 m) long and 26 ft wide. If it were closed, the detour would be 23 mi (37 km).

CarriesFAS-836 (CH-35)
CrossesPuncheon Creek
Location5 MI W Waltonville
RouteCounty Highway 0
Coordinates38.2128, -89.13802
Functional classRural Major Collector

Condition and inspection

Poor

The lowest-rated primary component is rated 4 or below, indicating advanced deterioration. Poor does not mean unsafe; such bridges are inspected more often and may carry load restrictions.

ComponentRatingMeaning
Deck4 PoorAdvanced section loss, deterioration, spalling or scour.
Superstructure4 PoorAdvanced section loss, deterioration, spalling or scour.
Substructure5 FairAll primary structural elements are sound but may have minor section loss, cracking, spalling or scour.
Channel and channel protection6 SatisfactoryStructural elements show some minor deterioration.
Last inspectionDecember 2024
Inspection intervalevery 24 months
Operating statusOpen, no restriction
ScourFoundations stable; scour above top of footing
Structural evaluation4: Meets minimum tolerable limits to be left in place as is
Deck geometry4: Meets minimum tolerable limits to be left in place as is
Waterway adequacy7: Better than present minimum criteria
Approach roadway alignment6: Equal to present minimum criteria
Operating rating36.8 US tons
Inventory rating25 US tons

Structure

Structure typeChannel Beam
MaterialConcrete
DeckConcrete, precast panels
Main spans2
Design loadHS 15
Structure length42 ft (12.8 m)
Longest span19 ft (5.8 m)
Deck width26 ft (8 m)
Roadway width24 ft (7.4 m)
Vertical clearance over deckUnrestricted

Traffic and service

Average daily traffic550 (2021)
Projected traffic556 by 2046
Trucks7%
Lanes on structure2
Traffic directionTwo-way traffic
CarriesHighway
CrossesWaterway
Detour if closed23 mi (37 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 proposedReplacement because of substandard load-carrying capacity or roadway geometry
Estimated improvement cost$142,000
NavigationNo navigation control on waterway

Frequently asked questions

When was FAS-836 (CH-35) over Puncheon Creek built?

It was built in 1956, making it 69 years old in 2025.

What condition is FAS-836 (CH-35) over Puncheon Creek in?

The National Bridge Inventory rates it in poor condition. The lowest-rated primary component is rated 4 or below, indicating advanced deterioration. Poor does not mean unsafe; such bridges are inspected more often and may carry load restrictions. The last reported inspection was in December 2024.

How much traffic does FAS-836 (CH-35) over Puncheon Creek carry?

About 550 vehicles per day (2021 count), of which roughly 7% are trucks.

How long is FAS-836 (CH-35) over Puncheon Creek?

The structure is 42 ft (12.8 m) long with a longest span of 19 ft (5.8 m) and a deck 26 ft wide.

Who owns FAS-836 (CH-35) over Puncheon Creek?

It is owned by the County Highway Agency.