🧱 Materials Engineer Accreditation Exam Reviewer – Part 4 Concrete and Aggregates Testing, Mixing, Placement


📘 Topic Focus: Concrete and Aggregates Testing, Mixing, Placement
✍️ Total Questions: 25
🔍 Based on: DPWH Blue Book 2024 Edition


👷 Instructions: Select the correct answer. Answer key is provided at the end for self-checking.


🧠 Knowledge Check – Concrete and Aggregates

  1. What is the standard compressive strength test age for concrete samples?
    A. 3 days
    B. 7 days
    C. 14 days
    D. 28 days
  2. Which test is used to determine the workability of fresh concrete?
    A. Compressive strength test
    B. Slump test
    C. Split-tensile test
    D. Flexural test
  3. Which ASTM standard refers to standard concrete cylinder testing?
    A. ASTM D1557
    B. ASTM C39
    C. ASTM C131
    D. ASTM D698
  4. The ratio of water to cement by weight is called:
    A. Water-cement ratio
    B. Slump ratio
    C. Plasticity index
    D. Admixture ratio
  5. What is the allowable maximum slump for Class A concrete?
    A. 25 mm
    B. 75 mm
    C. 100 mm
    D. 150 mm
  6. The fine aggregates shall pass through which sieve size?
    A. 1/2 inch
    B. 3/8 inch
    C. 4.75 mm (No. 4)
    D. 19 mm
  7. The durability of concrete depends greatly on:
    A. Slump
    B. Aggregate size
    C. Water-cement ratio
    D. Formwork
  8. Which admixture is used to slow down the setting time of concrete?
    A. Accelerator
    B. Retarder
    C. Plasticizer
    D. Air-entrainer
  9. What is the maximum allowable temperature for freshly mixed concrete as per DPWH standards?
    A. 25°C
    B. 30°C
    C. 32°C
    D. 35°C
  10. Concrete is considered cured when it reaches how much of its design strength?
    A. 50%
    B. 75%
    C. 90%
    D. 100%
  11. Which aggregate property affects the water demand of a concrete mix?
    A. Size
    B. Shape
    C. Surface texture
    D. All of the above
  12. What test is used to determine aggregate abrasion resistance?
    A. Los Angeles Abrasion Test
    B. CBR Test
    C. Marshall Test
    D. Compression Test
  13. Bulking of sand is affected by:
    A. Aggregate shape
    B. Water content
    C. Cement type
    D. Coarse aggregate size
  14. Which test checks for deleterious materials in aggregates?
    A. Sieve analysis
    B. Soundness test
    C. Organic impurities test
    D. Specific gravity test
  15. Minimum curing period for concrete exposed to drying conditions per DPWH:
    A. 3 days
    B. 7 days
    C. 14 days
    D. 28 days
  16. Admixtures are used in concrete primarily to:
    A. Reduce cost
    B. Alter properties
    C. Change color
    D. Improve flowability only
  17. The maximum size of coarse aggregate should be:
    A. Less than 1/3 of slab thickness
    B. 25 mm always
    C. Same as maximum slump
    D. Greater than rebar spacing
  18. What is the ideal shape of coarse aggregate for good workability?
    A. Rounded
    B. Flat
    C. Elongated
    D. Irregular
  19. For water-cement ratio of 0.5, how much water is needed per 50 kg of cement?
    A. 15 L
    B. 20 L
    C. 25 L
    D. 30 L
  20. Coarse aggregates are generally retained on what sieve size?
    A. No. 4
    B. No. 8
    C. 10 mm
    D. 4.75 mm
  21. During slump testing, if the cone collapses, it means:
    A. Very stiff mix
    B. Over-vibration
    C. Too wet mix
    D. Proper workability
  22. Which curing method maintains humidity without adding water?
    A. Ponding
    B. Wet burlap
    C. Curing compound
    D. Steam curing
  23. Concrete bleeding is caused by:
    A. Aggregate segregation
    B. Poor cement quality
    C. Excess water
    D. Use of admixtures
  24. The unit weight of normal concrete is approximately:
    A. 1500 kg/m³
    B. 2000 kg/m³
    C. 2300 kg/m³
    D. 2400 kg/m³
  25. For concrete exposed to marine conditions, what type of cement is preferred?
    A. Type I
    B. Type II
    C. Type III
    D. Type V

📋 Answer Key

1. D   2. B   3. B   4. A   5. B   6. C   7. C   8. B   9. C   10. C
11. D   12. A   13. B   14. C   15. B   16. B   17. A   18. A   19. C   20. A
21. C   22. C   23. C   24. D   25. D


📎 References

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