Abstract: The invention provides a bulkhead forming system and method for forming a bulkhead. The bulkhead forming system comprises a number of individual forming members which are coupled together end to end and opposing each other to provide a gap therebetween on which the concrete is poured. The individual forming members consists of straight side forming members, 90.degree. internal angles, 90.degree. external angles, and other angled matched pair forming members, each of the said forming member having a substantially deep continuously concave indentation extending horizontally through the forming member, resulting in a substantially sideways U-shaped cross-section. Each surface of the bulkhead forming member is provided at an angle at which the frame can be easily released from the bulkhead once cured. The resulting freestanding bulkhead provides a useful walkway or work surface. Pilings may be driven into soil and placed between the opposing frames to provide additional stability or to create a boat lift.

Abstract: A pile forming system and method for forming a pile. The pile forming system comprises a top pile forming member, a bottom pile forming member, and an end plate assembled together to provide a complete pile form which can then be filled with concrete to form the pile. Additionally, the pile forming system incorporates a tip forming member which can be secured to one end of the pile form to form a sharp tip at one end of the pile facilitating driving the pile into a subsurface. Additional pairs of top and bottom pile forming members may be joined end to end to form longer piles. After the desired pile form is assembled, concrete is poured or pumped into the pile form through openings on the top surface of the pile form. Preferably, reinforcement bars or rebars which are coated with a non-permeable coating to prevent rust are placed in the pile form before the pouring of the concrete.