Garden State Parkway Bridge Over Mullica River

Project Details:

Owner: New Jersey Turnpike Authority (NJTA)
General Contractor: Agate Construction Co., Inc.
Duration of Work: 32 weeks
Subsurface Conditions: Controlled embankment fill in upper layers underlain by organics and sand
Approximate Key Quantities: 2,100 Controlled Modulus Columns (CMC)® rigid inclusions

 

 

Project Overview:

When the New Jersey Turnpike Authority (NJTA) widened the roadway from two to three lanes for the approaches to the Garden State Parkway Bridge over the Mullica River, a two-stage Mechanically Stabilized Earth (MSE) retaining wall was designed to support the embankment and minimize encroachment on columns to provide ground improvement to support the MSE walls. Menard proposed a “value engineered” alternative using Controlled Modulus Columns (CMC)® rigid inclusions instead of stone columns which would allow the construction of a one-stage MSE wall rather than a two- stage wall. The NJTA, along with the general contractor, selected the Menard alternative ground improvement solution.

The CMC rigid inclusion design was done using a large scale 3-D finite element model, with several supporting 2-D finite element models. These advanced computational methods helped to optimize the design and meet the target performance requirements for the project.

Ground Conditions:

The site had a variable soil profile, with varying depths of controlled embankment fill in the upper layers, underlain by organics and sand below. The CMC rigid inclusions were installed at depths varying from 25 to 50 feet through the organics and were founded in the dense sand.

Solution:

Menard used CMC rigid inclusions for ground improvement of 1,400 linear feet of MSE wall on the south approach and 2,600 linear feet on the north approach with a total treatment area of 126,000 square feet.

A total of 2,129 CMC rigid inclusions were installed for the Mullica River Bridge Project in two phases. During phase one, installation took place at a lower elevation in the strip zone of the MSE walls. After the wall was partially constructed, the Menard crew remobilized and installed the remaining CMC Rigid Inclusions from a higher elevation for the embankment support. The MSE retaining walls were designed by Reinforced Earth Company, an affiliate company of Menard and member of the Soletanche Freyssinet Group. The CMC rigid inclusion ground improvement was completed on schedule in the summer of 2010.

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