US Bridges

Lrd W 6th ST over Lrd Horlick DR Root Riv

Good

Racine County, Wisconsin · 0.8M W JCT Sth 20 · Structure no. B51015500000000

Built
2022
3 years old
Condition
Good
inspected May 2024
Type
Stringer/Multi-beam or Girder
Prestressed Concrete
Length
175 ft
1 main span
Daily traffic
8,600
2024 count
Owner
City
City or Municipal Highway Agency

About this bridge

Lrd W 6th ST over Lrd Horlick DR Root Riv is a prestressed concrete stringer/multi-beam or girder carrying Lrd W 6th ST over Lrd Horlick DR Root Riv in Racine County, Wisconsin. It was built in 2022, so it is 3 years old, younger than the Wisconsin average of 40.3 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 8,600 vehicles a day, roughly 5% of them trucks, projected to reach 9,500 by 2043. The structure is 175 ft (53.3 m) long and 47 ft wide. If it were closed, the detour would be 2.5 mi (4 km).

CarriesLrd W 6th ST
CrossesLrd Horlick DR Root Riv
Location0.8M W JCT Sth 20
RouteCity Street 0
Coordinates42.72594, -87.80529
Functional classUrban Minor Arterial

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 protection8 Very GoodNo problems noted.
Last inspectionMay 2024
Inspection intervalevery 48 months
Operating statusOpen, no restriction
ScourFoundations stable; scour above top of footing
Structural evaluation8: Equal to present desirable criteria
Deck geometry4: Meets minimum tolerable limits to be left in place as is
Waterway adequacy9: Superior to present desirable criteria
Approach roadway alignment8: Equal to present desirable criteria
Operating rating52.9 US tons
Inventory rating40 US tons

Structure

MaterialPrestressed Concrete
DeckConcrete, cast-in-place
Main spans1 (+1 approach)
Design loadHL 93
Structure length175 ft (53.3 m)
Longest span122 ft (37.2 m)
Deck width47 ft (14.3 m)
Roadway width34 ft (10.4 m)
Vertical clearance over deckUnrestricted

Traffic and service

Average daily traffic8,600 (2024)
Projected traffic9,500 by 2043
Trucks5%
Lanes on structure2
Traffic directionTwo-way traffic
CarriesHighway and pedestrian
CrossesHighway and waterway
Detour if closed2.5 mi (4 km)
TollOn a free road
National Highway SystemNo

Ownership and planned work

OwnerCity or Municipal Highway Agency
Maintained byCity or Municipal 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 Lrd W 6th ST over Lrd Horlick DR Root Riv built?

It was built in 2022, making it 3 years old in 2025.

What condition is Lrd W 6th ST over Lrd Horlick DR Root Riv 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 May 2024.

How much traffic does Lrd W 6th ST over Lrd Horlick DR Root Riv carry?

About 8,600 vehicles per day (2024 count), of which roughly 5% are trucks.

How long is Lrd W 6th ST over Lrd Horlick DR Root Riv?

The structure is 175 ft (53.3 m) long with a longest span of 122 ft (37.2 m) and a deck 47 ft wide.

Who owns Lrd W 6th ST over Lrd Horlick DR Root Riv?

It is owned by the City or Municipal Highway Agency.