US Bridges

US 20 over Poplar Creek

Poor

Cook County, Illinois · 0.26 M E Kane CO · Structure no. 016021700000000

Built
1959
66 years old, rebuilt 2025
Condition
Poor
inspected October 2024
Type
Stringer/Multi-beam or Girder
Steel Continuous
Length
119 ft
3 main spans
Daily traffic
44,100
2023 count
Owner
State
State Highway Agency

About this bridge

US 20 over Poplar Creek is a steel continuous stringer/multi-beam or girder carrying US 20 over Poplar Creek in Cook County, Illinois. It was built in 1959 and reconstructed in 2025, so it is 66 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 44,100 vehicles a day, roughly 7% of them trucks, projected to reach 44,137 by 2046. The structure is 119 ft (36.3 m) long and 75 ft wide. If it were closed, the detour would be 1.9 mi (3 km).

CarriesUS 20
CrossesPoplar Creek
Location0.26 M E Kane CO
RouteU.S. Route 20
Coordinates42.02027, -88.26022
Functional classUrban Principal Arterial - Other Freeway or Expressway

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
Deck5 FairAll primary structural elements are sound but may have minor section loss, cracking, spalling or scour.
Superstructure4 PoorAdvanced section loss, deterioration, spalling or scour.
Substructure6 SatisfactoryStructural elements show some minor deterioration.
Channel and channel protection6 SatisfactoryStructural elements show some minor deterioration.
Last inspectionOctober 2024
Inspection intervalevery 12 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 geometry7: Better than present minimum criteria
Waterway adequacy7: Better than present minimum criteria
Approach roadway alignment7: Better than present minimum criteria
Operating rating67.9 US tons
Inventory rating38.3 US tons

Structure

MaterialSteel Continuous
DeckConcrete, cast-in-place
Main spans3
Design loadHS 20
Structure length119 ft (36.3 m)
Longest span42 ft (12.9 m)
Deck width75 ft (22.9 m)
Roadway width69 ft (21.1 m)
Vertical clearance over deckUnrestricted

Traffic and service

Average daily traffic44,100 (2023)
Projected traffic44,137 by 2046
Trucks7%
Lanes on structure4
Traffic directionTwo-way traffic
CarriesHighway
CrossesWaterway
Detour if closed1.9 mi (3 km)
TollOn a free road
National Highway SystemYes

Ownership and planned work

OwnerState Highway Agency
Maintained byState 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$2.1 million
NavigationNo navigation control on waterway

Frequently asked questions

When was US 20 over Poplar Creek built?

It was built in 1959, making it 66 years old in 2025. It was reconstructed in 2025.

What condition is US 20 over Poplar 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 October 2024.

How much traffic does US 20 over Poplar Creek carry?

About 44,100 vehicles per day (2023 count), of which roughly 7% are trucks.

How long is US 20 over Poplar Creek?

The structure is 119 ft (36.3 m) long with a longest span of 42 ft (12.9 m) and a deck 75 ft wide.

Who owns US 20 over Poplar Creek?

It is owned by the State Highway Agency.