Warren County, NJ – Our purpose for this program was to stabilize suspected solution channeling within the footprint of a proposed baseball field and its associated structures. We understood that the proposed construction consisted of a new, synthetic turf baseball field with associated seating, fencing, dugouts, and batting cage structures. Based on the test borings performed, the subsurface soils consisted predominately of silty sands and sandy silts, of varying relative density. The soil density varied from a very loose/soft, to a firm/medium consistency. The very loose to soft soil conditions, are indicative of subsurface solution channels; typical for this geologic region. We were familiar with the geology of this area due to previous drilling and grouting projects we performed on the Centenary University campus.
We were able to complete this project in the 10-12 working days as quoted. We injected 150 cubic yards of grout into 73 hole locations and drilled 2,289 linear feet.