Construction

• New Construction
  Project Details: This project is located south of New Iberia in Iberia Parish along US 90. The three miles of work consisted of new construction and reconstruction down US 90. The job involved the construction of 10,000 linear feet of new frontage roadway on the east and west side of US 90. The new construction included much-needed drainage improvements, subgrade treatment, embankment, class II base course and asphalt pavement. The 3500 linear feet of reconstruction was comprised of drainage improvements, in-place stabilized base course, and asphalt pavement.
• Foundation Installation

Landscaping and Fencing

• Asphalt Paving
  Project Details: The Loyola Drive/ Interstate 10 Interchange to New Airport Terminal Project is a design-build project in Jefferson Parish. This project includes a diverging diamond interchange for the Loyola I-10 interchange with flyover ramps to and from New Orleans and the LANOIA. The bridge work on this project includes two flyover ramps and widening of the Duncan Canal Bridge. The flyover ramp substructures consist of concrete piles and footings with "Delta"-shaped columns and wall piers. The superstructures will consist of slab spans along with LG-36, LU-48 and Steel Tub Girders. The project will include over 11,000 LF of noise barriers. The project will include earthwork, drainage structures, subgrade, base course, concrete and asphalt paving.
• Excavation
  Project Details: The Harrisonburg Bridge project consisted of construction of a new 3,275' concrete bridge which was built south of the existing bridge. The completed project reflects a 980' continuous unit with steel composite girders stretching across the Ouachita River. The portion of the bridge on either side of the river consists of 14" precast concrete piles, footings, columns, caps and precast pre-stressed concrete girders (BT - 72). There is approximately 20,000 cubic yards of concrete on this project. Including the bridge, we placed drainage structures, 18,000 yards of excavation, 52,000 yards of embankment, class II base course and asphalt pavement.
• Retaining Walls

Exterior

• Decks
  To minimize traffic delays and the inconvenience to the traveling public on existing I-10, the bridges will be constructed in 50% intervals. The bridge work will consist of removal of existing bridges, drilled shafts, columns, caps, LG-54 & LG -63 girders, concrete decks, concrete bridge rail & concrete approach slabs. The roadway portion of the project will include clearing & grubbing, temporary sheet piles, earthwork, retaining wall, drainage structures, treated subgrade, class II soil cement, class II stone, asphalt concrete pavement and median barriers.