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Last Updated 08/19/2020 02:34 PM
Project Title

I-4 at 557 Interchange

Physical Address View project details and contacts
City, State (County) FL   (Polk County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value
Plans Available from State Agency
Owner View project details and contacts
Architect View project details and contacts
Description

Consists of the reconstruction of the I-4 at SR 557 interchange from an existing partial cloverleaf interchange configuration to a diamond interchange. The intent of this project is to prepare the median along I-4 to accommodate the future multi-modal corridor with provisions for special purpose (express) lanes and a high speed rail (HSR) corridor. The improvements to the interchange at I-4 with SR 557, as well as the improvements to SR 557, shall meet the traffic capacity needs for the Design Year 2044 and improve safety. The current I-4 median width is insufficient to accommodate both the existing six travel lanes and the future multimodal corridor within the vicinity of the SR 557 interchange. As a result, this project will modify SR 557 and I-4 within the interchange area to be compatible with the I-4 Master Plan (Ultimate) Typical Section that includes six general purpose lanes, four express lanes and a High Speed Rail (HSR) corridor. This interchange improvement project realigns the existing eastbound and westbound general use travel lanes to the outside to coincide with the I-4 Ultimate alignment. The new realigned roadway consists of six 12-foot wide travel lanes, three eastbound and three westbound, with 12-foot wide (10-foot paved) inside and outside shoulders, separated by a 192’-6” wide depressed grassed median to accommodate the future express lanes and rail corridor, to be constructed by others. The minimum horizontal clear zone of 36-feet is provided. It is anticipated that the future express lanes will consist of two 12-foot wide travel lanes with 10-foot wide paved shoulders, in each direction, with a 2-foot wide concrete barrier wall from the general-use lanes, separated by the HSR corridor.

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents