• All design generally adhere to BS 8004 : 1986, BS 8110 : 1985 and SS CP4 : 1976.
• All GI piles are designed to resist handling and driving stresses and to support the required loading after installation.
• The minimum characteristic cube strength of concrete at 7 days is 50 MPa.
• The maximum aggregate size used is 20mm.
• The cement used is ordinary Portland cement. Other cement such as PBFC are also available upon request.
• Longitudinal main reinforcement consists of 4 nos. high tensile deformed bars to BS 4449/1988 Grade 460.
• Lateral reinforcement is in helical form of prime low carbon steel wire rods in coil to SAE 1008.
• Lengths & Types of pile sections available are:

• Other lengths and configurations available upon request.
• All piles are cast with end plates that consist of anchor bars, collar band, centering pin and tube hole. They are designed to resist the driving stress during installation and to transfer the working load to the pile during its Life.
• Splicing between two piles are generally undertaken by others at site by butt welding all round of the end plates with appropriate are welding electrode.
• All quality control testing comply to Singapore and British standards.

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