US Bridges

US-60 over Highland Creek

PoorPosted for load

Henderson County, Kentucky · On Union - Henderson Cl · Structure no. 051B00038N

Built
1943
82 years old
Condition
Poor
inspected May 2024
Type
Tee Beam
Concrete
Length
449 ft
13 main spans
Daily traffic
5,698
2021 count
Owner
State
State Highway Agency

About this bridge

US-60 over Highland Creek is a concrete tee beam carrying US-60 over Highland Creek in Henderson County, Kentucky. It was built in 1943, so it is 82 years old, older than the Kentucky average of 46.6 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. Its operating status is: posted for load restriction.

It carries about 5,698 vehicles a day, roughly 15% of them trucks, projected to reach 5,698 by 2041. The structure is 449 ft (136.9 m) long and 30 ft wide. If it were closed, the detour would be 6.2 mi (10 km).

CarriesUS-60
CrossesHighland Creek
LocationOn Union - Henderson Cl
RouteU.S. Route 60
Coordinates37.72889, -87.75472
Functional classRural Minor Arterial

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
Deck6 SatisfactoryStructural elements show some minor deterioration.
Superstructure4 PoorAdvanced section loss, deterioration, spalling or scour.
Substructure4 PoorAdvanced section loss, deterioration, spalling or scour.
Channel and channel protection5 FairAll primary structural elements are sound but may have minor section loss, cracking, spalling or scour.
Last inspectionMay 2024
Inspection intervalevery 12 months
Operating statusPosted for load restriction
ScourFoundations stable; scour above top of footing
Structural evaluation4: Meets minimum tolerable limits to be left in place as is
Deck geometry3: Basically intolerable, requiring high priority of corrective action
Waterway adequacy7: Better than present minimum criteria
Approach roadway alignment8: Equal to present desirable criteria
Operating rating53.2 US tons
Inventory rating31.7 US tons

Structure

Structure typeTee Beam
MaterialConcrete
DeckConcrete, cast-in-place
Main spans13
Design loadH 20
Structure length449 ft (136.9 m)
Longest span51 ft (15.4 m)
Deck width30 ft (9.1 m)
Roadway width26 ft (7.9 m)
Vertical clearance over deckUnrestricted

Traffic and service

Average daily traffic5,698 (2021)
Projected traffic5,698 by 2041
Trucks15%
Lanes on structure2
Traffic directionTwo-way traffic
CarriesHighway
CrossesWaterway
Detour if closed6.2 mi (10 km)
TollOn a free road
National Highway SystemNo

Ownership and planned work

OwnerState Highway Agency
Maintained byState Highway Agency
Historic statusPossibly eligible for the National Register; requires further investigation
Work proposedReplacement because of substandard load-carrying capacity or roadway geometry
Estimated improvement cost$1.9 million
NavigationNo navigation control on waterway

Frequently asked questions

When was US-60 over Highland Creek built?

It was built in 1943, making it 82 years old in 2025.

What condition is US-60 over Highland 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 May 2024.

How much traffic does US-60 over Highland Creek carry?

About 5,698 vehicles per day (2021 count), of which roughly 15% are trucks.

How long is US-60 over Highland Creek?

The structure is 449 ft (136.9 m) long with a longest span of 51 ft (15.4 m) and a deck 30 ft wide.

Who owns US-60 over Highland Creek?

It is owned by the State Highway Agency.