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Frequently Asked Questions
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Question: How does the relative amount of each ingredient used in concrete influence the properties of con...
Question: What factors affect the mixing time?
Question: The effect of aggregate shape on concrete strength
Question: Why might fibers “ball up” in concrete mixes?
Question: Definition of concrete, hydraulic cement, mortar, and grout
Question: The effect of aggregate grading on concrete strength
Question: Popouts or popoffs?
Question: How can segregation of the concrete between the mixer and its final point of placement be prevented?
Question: How is concrete consolidated?
Question: Requirements for storing and handling aggregate
Question: What is an admixture?
Question: Consistency, plastic consistency, and workability
Question: The effect of entrained air on the workability of concrete
Question: Mixture design and strength submittals
Question: What is the difference between corrected and uncorrected weight in a concrete mix design?
Question: How can the surface or free water carried by the aggregates be determined?
Question: How to Control Mass Concrete Temperature during Construction
Question: What is the purpose of finishing and texturing concrete surfaces?
Question: How is the air content of freshly mixed concrete determined?
Question: Protecting concrete from cycles of freezing and thawing
Question: Curling, shrinkage, and w/cm
Question: Why is combined aggregate grading used?
Question: How do the requirements of placing affect the selection of proportions of aggregates and cementi...
Question: The basic approach used in the ACI mixture proportioning method
Question: Why is a plastic consistency usually desirable for placing concrete?
Question: What tests are necessary or desirable in making a series of trial mixtures to arrive at a suitab...
Question: What correction should be made for absorbed water and surface water carried by the aggregates?
Question: Size of test cylinder
Question: The ultimate objective in proportioning concrete
Question: Are the proportions of ingredients inter-related to produce concrete of a given workability?
Question: How is the selection of mixture proportions affected by the materials to be used and the placing...
Question: When water and aggregate are heated, are any limitations necessary?
Question: The effect of changes in proportions of the fine and coarse aggregate or the quantity of cementi...
Question: Air content common limits
Question: Using cube tests in lieu of cylinder tests
Question: Factors affecting permeability
Question: How should the aggregates and other ingredients be measured to obtain uniformity in proportions?
Question: When is the slump test useful in detecting changes in the concrete?
Question: How can the adequacy of mixing be determined?
Question: Factors governing the strength of concrete
Question: If the paste is ample in amount, but is too thin and watery to float the aggregate particles, wh...
Question: What is D-cracking?
Question: Aggregate blending
Question: How is the water-cementitious material ratio (w/cm) expressed?
Question: What water-cementitious material ratio should be used for a particular job when strength require...
Question: Hardening of hydraulic cement
Question: What range in slump is recommended for various types of construction?
Question: Why is the slump test not an absolute measure of consistency or workability?
Question: Measurement of setting time
Question: Are there data relating w/cm to flexural strength that are as reliable as those for compressive ...