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All Aboard Florida, Miami Station, Miami USA

Artist's illustration of All Aboard Florida Miami Station

Artist's illustration of All Aboard Florida Miami Station

Specially modified Ancon DSD shear load connectors are installed on the elevated sections of the All Aboard Florida project at Miami Station. These innovative connectors transfer load at transverse joint locations within the rail viaduct superstructure. They were designed and tested to accommodate the project’s stringent dynamic load conditions and supplied by Ancon’s local distributor and CRH sister company, Meadow Burke.

All Aboard Florida

All Aboard Florida is the first phase of the Brightline Express Train Service that will connect passengers from Miami to Fort Lauderdale all the way through West Palm Beach, transporting passengers at speeds between 80 and 125 miles per hour.

The Miami portion of this US$3 billion (£2.2bn approximately) project began in early 2015 as part of the first phase of construction of the railway system. The project will take several years to complete and station construction at the four destination cities are at various stages.

The firm of Skidmore, Owings and Merrill is responsible for the design of the three South Florida stations. The service between Miami and West Palm Beach launched in 2017, while the route from Miami to Orlando will follow. Suffolk Construction was the general contractor for the Miami portion of the project working alongside Baker Concrete, who was responsible for the concrete base of the railway system.

The application

The rail viaduct superstructure at Miami Station consists of a 9-inch (230mm) thick reinforced concrete deck supported on prestressed concrete Florida-I beams. The double-track sections are typically supported on four beams and the single-track sections on three beams. Two types of prestressed beams are used depending on location: shallow Florida I-45 sections and deep Florida I-78 sections.

At transverse movement joints, the reinforced concrete deck section increases to 15-inches (380mm) in order to accommodate the Ancon shear load connectors. The movement joints in the double-track sections contain 14 specially modified DSD150 double dowel connectors, with the singletrack sections containing nine of these proprietary connectors.

Typical deck section with four Florida I-78 prestressed concrete beams

Typical deck section with four Florida I-78 prestressed concrete beams

The challenge

When designing a railway structure, it is mandatory that certain load requirements are met for safety and long-term performance. The shear load transfer requirement for the reinforced concrete deck at Miami station was greater than 330 kips (1334.5kN).

Additional fatigue testing was requested by AECOM, structural engineer for the railroad track system, in order to demonstrate that the system would meet the expected loading requirements for the lifetime of the railway superstructure.

To demonstrate the superior performance of modified DSD150 double shear dowel connectors, laboratory testing was developed by Ancon. This testing subjected the dowel bars to an alternated load range of 25 kips (111.2kN) per device with a minimum load of 3 kips (13.3kN), the maximum applied stress range at the extreme fibre of the dowel bar being 24ksi (165.5MPa). Stress levels were monitored in real time using a series of strain gauges.

The tests were conducted over ten million cycles, corresponding to a service life requirement of 75 years. The Ancon system exceeded the performance specification’s acceptance criteria.

The solution

DSD150 double shear dowel connectors were specially modified to ensure optimum performance under cyclic dynamic loads. The welds between web plates and dowel bars were eliminated from the design in order to avoid stress raisers that could potentially cause premature system failure and instead special clamps were incorporated at the extremities of the dowel bars and the tubular sleeve to guarantee parallelism through the system.

Movement joint detail - section

Movement joint detail - section

The system was supplied to the project by Ancon’s sister company in the US, Meadow Burke, also a CRH company. Professional Engineering sealed designs conforming to ACI 318-11 were provided to AECOM by Eriksson Technologies to demonstrate that the connectors would meet the expected loading requirements for the lifetime of the railway superstructure. The innovative collaboration between Meadow Burke, Eriksson Technologies and Ancon produced a viable solution for this high-speed rail system. The All Aboard Florida project has a safe, cost-effective solution to withstand shear loadings at transverse movement joints that will enable the project to continue towards completion.

Movement joint detail - elevation

Movement joint detail - elevation

Shear Load Connectors

Concrete structures are designed with expansion and contraction joints to allow movement to take place.

DSD/DSDQ Shear Load Connectors

The two part design of all Ancon shear connectors removes the need for drilling formwork on site, supporting dowel bars and fitting debonding sleeves and end caps. The installation is a fast and accurate process.

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Proud Sponsors of DISC 2018

Ancon is a proud sponsor of the 6th UK DISC (Developments in Structural Concrete) Conference, taking place at the Institution of Structural Engineers in London, on 29 November 2018.