SPGFD Phase 12, Condensate Storage Tanks Foundation
As part of the bulk earthworks, McIlwain had to relocate approximately 80m of protective earthen bund walls and construct gravel access roads in and around the enclosure. Due to the weight of the tanks (≈15,000tonnes)and the poor ground conditions, it was necessary to install 200 pre-cast reinforced concrete piles up to a depth of 35m. The piles were then capped off with a 700-1000mm deep fully reinforced concrete pile cap. On top of the pile cap (and beneath the steel tank shell), a 50mm Asphalt/Sand mix was laid to meet the strict tolerance requirements of Shell; +/-3mm in any 10m. This was achieved on both the concrete and the asphalt/sand layer finishing surfaces.
Methodical project planning and continual interaction between site and office ensured this project finished well ahead of schedule.

Project Details
DATE
May , 2009 – Oct. 2009
CLIENT
MAIN CLIENT
LOCATION
PROJECT TYPE
Construction Management
SKILLS REQUIRED
Major Quantities of Work
Activity |
Qty. |
Unit |
|---|---|---|
| Excavation | 18,400 | m³ |
| Crushed Stone, Granular material & Washed Sand | 48,500 | m³ |
| Bentonite Layer | 24,500 | m² |
| HDPE Geomembrane | 21,200 | m² |






