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SAES-Q-001 PDF – Criteria for Design and Construction of Concrete Structures

This article is about SAES-Q-001 which is about Criteria for Design and Construction of Concrete Structures at plants and download SAES-Q-001 PDF for Engineers, supervisors and project managers, QCs, QC Supervisors. This is saudi aramco standards of Civil Engineering based on international codes and standards and useful for Civil Construction knowledge to get job as engineers, QC Supervisors and QC managers, Engineering managers and technicians.

SAES-Q-001 PDF Download

SAES-Q-001

Criteria for Design and Construction of Concrete Structures

The SAES-Q-001 Standard establishes the minimum mandatory requirements for the design, specification, and construction of all onshore structural and nonstructural concrete. However, it is important to note that this standard does not encompass the design, specification, casting, and erection of precast and prestressed concrete products. For guidance on these aspects, please refer to the SAES-Q-012 Standard specifically addressing Precast and Prestressed Concrete Structures.

Furthermore, SAES-Q-001 does not include provisions for concrete used in concrete masonry and refractory applications. For detailed information regarding the use of concrete as a fireproofing material, please consult the SAES-B-006 Standard.

It is worth mentioning that this standard sets forth the minimum requirements to be fulfilled for offshore and marine concrete. However, it does not cover coating, protection, and curing aspects of non-structural concrete since such concrete typically does not require coating or curing procedures.

Industry Codes and Standards

The SAES-Q-001 Standard references various industry codes and standards related to concrete construction. Here is a list of some of the codes and standards mentioned:

American Concrete Institute (ACI):

  • ACI 117: Standard Specifications for Tolerances for Concrete Construction and Materials
  • ACI 201.2R: Guide to Durable Concrete
  • ACI 212.3R: Chemical Admixtures for Concrete
  • ACI 301-05: Specifications for Structural Concrete
  • ACI 302.1R: Guide for Concrete Floor and Slab Construction
  • ACI 304R: Guide for Measuring, Mixing, Transporting and Placing Concrete
  • ACI 304.2R: Placing Concrete by Pumping Methods
  • ACI 305R: Hot Weather Concreting
  • ACI 308: Standard Practice for Curing Concrete
  • ACI 308R: Guide to Curing Concrete
  • ACI 309R: Guide for Consolidation of Concrete
  • ACI 318: Building Code Requirements for Structural Concrete
  • ACI 318M: Building Code Requirements for Reinforced Concrete
  • ACI 347: Guide to Formwork for Concrete
  • ACI 350: Code Requirements for Environmental Engineering Concrete Structures and Commentary
  • ACI 350.4R: Design Considerations for Environmental Engineering Concrete
  • ACI 360R: Design of Slab on Grade
  • ACI 440.1R: Guide for the Design and Construction of Concrete Reinforced with FRP Bars
  • ACI 504R: Guide to Sealing Joints in Concrete Structures
  • ACI 515.1R: Guide to the use of Waterproofing, Dampproofing, Protective and Decorative Barrier Systems for Concrete
  • ACI SP-66: Detailing Manual – Details and Detailing of Concrete Reinforcement

American Society for Testing and Materials (ASTM):

  • ASTM A123: Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products
  • ASTM C309: Standard Specification for Liquid Membrane-Forming Compounds for Curing Concrete
  • ASTM A767: Standard Specification for Zinc-Coated (Galvanized) Steel Bars for Concrete Reinforcement
  • ASTM A775: Standard Specification for Epoxy-Coated Reinforcing Bars
  • ASTM A884: Standard Specification for Epoxy-Coated Steel Wire and Welded Wire Fabric for Reinforcement
  • ASTM C39: Compressive Strength of Cylindrical Concrete Specimens
  • ASTM C979: Standard Specification for Pigments for Integrally Colored Concrete
  • ASTM C618: Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete
  • ASTM C1240: Standard Specification for Silica Fume Used in Cementitious Mixtures
  • ASTM D1751: Standard Specification Preformed Expansion Joint Filler for Concrete Paving and Structural Construction
  • ASTM D1752: Preformed Sponge Rubber and Cork Expansion Joint Fillers for Concrete Paving and Structural Construction
  • ASTM C55: Specification for Concrete Brick
  • ASTM C90: Specification for Load Bearing Concrete Masonry Units
  • ASTM C129: Specification for Non-Load Bearing Concrete Masonry Units

Concrete Reinforcing Steel Institute (CRSI):

  • Field Handling Techniques for Epoxy Coated Rebar
  • Fabrication of Epoxy Coated Rebar

American Association of State Highway and Transportation Organization (AASHTO):

  • “Standard Specification for Highway Bridges”
  • AASHTO T290: Standard Method of Test for Determining Water Soluble Sulfates Ion Content in Soil
  • AASHTO T291: Standard Method of Test for Determin

Placing Concrete

Here are the rewritten sentences in easy-to-understand words and active voice:

  1. Place concrete following the guidelines specified in ACI 301-05, Chapter 8, ACI 304R, and this standard. For Hot Weather Concreting requirements, refer to Section 13.
  2. Do not use equipment made of aluminum alloys for pump lines, tremies, or chutes used to discharge concrete from a truck mixer.
  3. Prior to placing concrete, conduct a recorded pre-placement inspection and obtain authorization to proceed from Saudi Aramco.
  4. Do not use raking for moving concrete after placement.
  5. Do not use vibrators to move concrete inside forms.
  6. Prohibit retempering of concrete after placement.
  7. Avoid freely dropping concrete where reinforcing will cause segregation or dropping it freely from a height greater than 1 meter.
  8. Deposit concrete as close as possible to its final position to prevent segregation caused by re-handling or flowing.
  9. Consolidate placed concrete using mechanical vibrating equipment, supplemented by hand spading, rodding, or tamping. The equipment and procedure for consolidation should comply with ACI 309R.
  10. Place concrete on a clean surface, ensuring that standing water is removed before placement.
  11. Prohibit the use of precast concrete or mortar blocks as bar supports and spacers mentioned in ACI 301-05. However, PVC Schedule 80 pipe can be used as a spacer. The bottom of the PVC pipe should be notched to allow concrete ingress. Submit typical samples for approval by the Supervisor of Civil Engineering Unit/CSD.

FAQs about SAES-Q-001 PDF

Q: What are the key guidelines to follow when placing concrete?

A: The key guidelines to follow when placing concrete include adhering to standards such as ACI 301-05 and ACI 304R, as well as any specific requirements outlined in the project specifications.

Q: How can segregation of concrete be prevented during placement?

A: To prevent segregation, it is important to deposit concrete as close as possible to its final position, avoid freely dropping concrete from excessive heights, and handle the concrete with care to maintain its homogeneity.

Q: Can equipment made of aluminum alloys be used for pump lines, tremies, or chutes?

A: No, it is not recommended to use equipment made of aluminum alloys for pump lines, tremies, or chutes used in concrete placement. Alternative materials should be used to ensure durability and performance.

Q: What are the recommended methods for consolidating concrete during placement?

A: Mechanical vibrating equipment is commonly used for consolidating concrete, supplemented by techniques such as hand spading, rodding, or tamping. The specific method should comply with the requirements specified in industry standards, such as ACI 309R.

Q: Is it permissible to retemper concrete after it has been placed?

A: No, retempering of concrete should be strictly prohibited after it has been placed. Retempering can negatively impact the properties and performance of the concrete, compromising its strength and durability.

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