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  • Standard Plans

    standardplans. current. Standard Plans - FY 2021-22. See the FDOT Design Manual (FDM), Chapter 115, for additional information on the use of Standard Plans within FDOT Contract Plans. Subscribe to our FDOT Contact Management Subscription Service to receive the most current notices, bulletins, memoranda, and other important information.

  • Chapter 1 PILE FOUNDATIONS

    TYPES OF PILING BASED ON MATERIAL 18 18. CONCRETE PILE Concrete Piles Pre Cast Pile Cast-in-situ Pile Prestressed Concrete piles Cased cast-in- situ pile Un Cased cast-in- situ pile 19 19. 1. PRE CAST CONCRETE PILE • PRE-CAST CONCRETE PILES • The precast concrete piles are generally used for maximum design load of about 80 tonnes.

  • PILE DRIVING INSPECTION MANUAL

    3.3 Concrete Piles Concrete piles in New York are precast and prestressed. The piles are cast in a pre-casting plant and then transported to the site. This creates a pile made of high quality concrete under controlled casting and curing conditions. The process is overseen by an inspector assigned to that plant.

  • Pile Cutting | Broussard, LA | Prime Marine Services, Inc.

    The Prime® Pile Cutter was designed to address the many safety and environmental issues faced by the offshore decommissioning industry. Our technology is an ideal cold cutting solution that allows our customers to achieve Excellence Offshore due to our Prime Advantages. Prime Marine Services, Inc. is located in Broussard, LA but works worldwide!

  • Concrete Pile Repair Sleeve, Piling Repair

    concrete pile repair PILECAP, Inc. offers the strongest structural repair in the marine industry for application on concrete piles, regardless of the size or shape. The patented PILECAP Friction Coupler System is designed to repair severely damaged sections.

  • Why and When to Use Concrete Piles?

    Cast-in-place concrete piles, or driven shafts are two great examples of how the can be produced (made) and installed. When choosing a pile type, one should generally consider the following conditions: 1- Poor quality of upper soil layers. 2 – When we have expansive soil in construction site. 3- To resist uplift forces.

  • Concrete Pile Works and Load Testing Requirements

    All materials to be used for the piling concrete works shall meet the requirements as specified under relevant specifications of a project, and any cement to be used for concrete piles shall be a suitable combination of GGBFS, satisfying ASTM C989, CEM II to BS EN 197-1:200 or BS 4246-1996 & OPC type I to ASTM C150 or CEM I to BS EN 197-1 2000

  • Pile cropping

    of the pile, at cut off level, and using a split tube and wedge (either hydraulically powered on larger piles or hand driven on smaller piles to split the concrete). The surplus concrete is removed by lifting with a crane or excavator as a single piece. The system appears to be effective, leaving a good

  • Pile Cutting: Aggregate Technologies, Inc.

    ATI’s patented pile cutting machine holds concrete piles in place at any angle. Detached pieces are then removed. This approach works with the same effectiveness for steel piles. We deployed our custom equipment to cut and remove 10,000 14” x 14” and 18” x 18” precast concrete piles at Motiva in Port Arthur, Texas.

  • Breaking Down of Piles (FPS)

    Bored cast in place concrete piles should always be cast to a level above the specified cut-off such that, after trimming, a sound concrete connection with the pile can be made. Continuous flight auger piles and any other type concreted or grouted through the auger stem during extraction must always be concreted to the commencing surface level.

  • How to Cut Concrete with a Concrete Saw

    Photo 2: Cutting hollow concrete block—first, score the line. If your cut doesn’t need to be exact, use a cold chisel and hand sledge to cut the concrete. Score the length of the cut three or four times with the chisel. A circular saw with a masonry blade can also be used to either score or completely cut through the block.

  • Recommended Practice for Design, Manufacture, and

    concrete piles. This section provides a detailed discussion regarding material constituents of concrete. Before casting prestressed concrete piles, the mixture proportions for the concrete should be submitted to the engineer or owner for review and approval. 2.1 Cementitious materials Portland cement conforming to ASTM C150 Types I, II, III,

  • INSTALLATION SPECIFICATION FOR DRIVEN PILES

    INSTALLATION SPECIFICATION FOR DRIVEN PILES JANUARY 2007 RECOMMENDED BY PDCA (PILE DRIVING CONTRACTORS ASSOCIATION) Specification Commentary FINAL REPORT 3 the American Society for Testing and Materials:

  • PILE DRIVING INSPECTION MANUAL

    3.3 Concrete Piles Concrete piles in New York are precast and prestressed. The piles are cast in a pre-casting plant and then transported to the site. This creates a pile made of high quality concrete under controlled casting and curing conditions. The process is overseen by an inspector assigned to that plant.

  • Recommended Practice for Design, Manufacture, and

    concrete piles. This section provides a detailed discussion regarding material constituents of concrete. Before casting prestressed concrete piles, the mixture proportions for the concrete should be submitted to the engineer or owner for review and approval. 2.1 Cementitious materials Portland cement conforming to ASTM C150 Types I, II, III,

  • Pile cropping

    of the pile, at cut off level, and using a split tube and wedge (either hydraulically powered on larger piles or hand driven on smaller piles to split the concrete). The surplus concrete is removed by lifting with a crane or excavator as a single piece. The system appears to be effective, leaving a good

  • Cutting of Concrete Piles

    Cutting of Concrete Piles. Breaking down of concrete piles has traditionally been carried out using hand-held pneumatic breakers. This method of work potentially exposes workers to significant health hazards associated with exposure to Hand Arm Vibration (HAV), dust and noise and it slow and costly.

  • Method Statement of Bored Piles

    Method statement of bored piles is a construction procedure which includes hole boring into the ground, installing steel reinforcement and casting with concrete to form a pile, etc. Bored piles are constructed in the ground by boring in the circular shape of designed diameters to transfer load from the superstructure into the ground through friction and end bearing.

  • Final Combined Uniformat II / WBS 9/18/06, Revision 2

    A102001 PILE FOUNDATIONS SF M2 Footprint area at grade CIP concrete piles, precast concrete piles, steel pipe piles, steel H-piles, step-tapered steel piles, and treated wood piles. Applicable assemblies would include the material for piles, pile driving, and pile cut-offs if required. A102002 CAISSONS SF M2 Footprint area at grade

  • Why and When to Use Concrete Piles?

    Cast-in-place concrete piles, or driven shafts are two great examples of how the can be produced (made) and installed. When choosing a pile type, one should generally consider the following conditions: 1- Poor quality of upper soil layers. 2 – When we have expansive soil in construction site. 3- To resist uplift forces.

  • Precast Concrete Repair: Repair requires 2 elements: Material

    –$18 - $45 for bag of repair material –Multiplication factor to apply –$80 per bag at 10 bags a week = $800 wk., $40,000 yr. •Develop a metric to measure repair costs –What doesn [t get measured doesn [t improve –Bag of repair material per day/week/month –Bag of repair material per yard of concrete poured –etc.