Reinforced Concrete Test 2

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| By Dduarte
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Quizzes Created: 9 | Total Attempts: 76,930
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Reinforced Concrete Test 2 - Quiz

This test takes 1 hour to complete.


Questions and Answers
  • 1. 

    Cylinders being transported to the lab should be _______. 

    • A.

      Cushioned

    • B.

      Upright and braced

    • C.

      Horizontal and stacked

    • D.

      60 – 80

    Correct Answer
    A. Cushioned
    Explanation
    ASTM C31, 11.1

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  • 2. 

    When rodding the final layer, the rod should penetrate. 

    • A.

      1 inch into the first layer

    • B.

      1 inch into the second layer

    • C.

      4 inches

    • D.

      2 inches

    Correct Answer
    B. 1 inch into the second layer
    Explanation
    ASTM C31, 9.4.1

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  • 3. 

    Steel for welded reinforcing is best described by ASTM ________.

    • A.

      A615

    • B.

      A128

    • C.

      A480

    • D.

      A706

    Correct Answer
    D. A706
    Explanation
    ASTM A706, 1.1

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  • 4. 

    When approved by the building official; water may be present at the place of deposit when ________. 

    • A.

      The concrete is 5000 psi

    • B.

      Footings are being poured in the rain

    • C.

      A tremie is used

    • D.

      The concrete is type III with minimum F’c of 2500 psi

    Correct Answer
    C. A tremie is used
    Explanation
    PG. 69, 5.7.1(f)

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  • 5. 

    Precautions for cold weather concrete should be followed when the mean daily temperature falls to ______degrees Fahrenheit. 

    • A.

      32

    • B.

      40

    • C.

      45

    • D.

      50

    Correct Answer
    B. 40
    Explanation
    ACI 306

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  • 6. 

    The upper most bar rank indicates ______.

    • A.

      Mill

    • B.

      Grade

    • C.

      Steel type

    • D.

      Size

    Correct Answer
    A. Mill
    Explanation
    ASTM A615 20.3.1

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  • 7. 

    Concrete samples may only be rodded when the slump is greater than ______ inches. 

    • A.

      4

    • B.

      2

    • C.

      3

    • D.

      1

    Correct Answer
    D. 1
    Explanation
    ASTM Table 2

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  • 8. 

    For six inch cylinders ______ layers should be rodded ______ times each. 

    • A.

      4, 50

    • B.

      2, 25

    • C.

      3, 25

    • D.

      2, 20

    Correct Answer
    C. 3, 25
    Explanation
    ASTM C31 Table 3

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  • 9. 

    When assembling rebar, crossing bars should not be _______.

    • A.

      Welded

    • B.

      Held with plastic clips

    • C.

      Galvanized tie wire

    • D.

      Stainless steel tie wire

    Correct Answer
    A. Welded
    Explanation
    PG. 82, 7.5.4

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  • 10. 

    Final curing temperature for cylinders is ____ degrees Fahrenheit. 

    • A.

      70 - 75

    • B.

      73 +/- 6

    • C.

      73 +/- 3

    • D.

      60 – 80

    Correct Answer
    C. 73 +/- 3
    Explanation
    ASTM C31, 10.1.3.1

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  • 11. 

    The tolerance on a specified 3 inch slump when the project specifications are not written as “maximum” or “not to exceed” requirement is _______ inch(es).

    • A.

      +/- 1/2

    • B.

      +/- 1

    • C.

      +/- 1 1/2

    • D.

      +/- 2 1/2

    Correct Answer
    B. +/- 1
    Explanation
    ASTM C94, 7.1.2

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  • 12. 

    What is the minimum cover (in inches) for reinforcement in concrete cast against and permanently exposed to earth?

    • A.

      2

    • B.

      3

    • C.

      1

    • D.

      1/2

    Correct Answer
    B. 3
    Explanation
    PG. 83, 7.7.1(a)

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  • 13. 

    Initial curing temperature for cylinders is ____ degrees Fahrenheit. 

    • A.

      Between 60 and 80

    • B.

      50 - 90

    • C.

      70 - 90

    • D.

      70 – 76

    Correct Answer
    A. Between 60 and 80
    Explanation
    ASTM C31, 10.1.2

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  • 14. 

    During a 400 yard placement, ______ samples for strength tests are required.

    • A.

      2

    • B.

      3

    • C.

      4

    • D.

      8

    Correct Answer
    B. 3
    Explanation
    PG. 65, 5.6.2.1

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  • 15. 

    The concrete should be sampled after ________.

    • A.

      All water has been added (adjustment water)

    • B.

      Within 1 hour of the addition of water to the batch

    • C.

      Within 300 drum revolutions on the mixer

    • D.

      Within 30 minutes of arrival at site

    Correct Answer
    A. All water has been added (adjustment water)
    Explanation
    The concrete should be sampled after all water has been added (adjustment water) because this ensures that the water-cement ratio is accurate and consistent. Sampling the concrete before all the water has been added may result in an incorrect ratio, leading to poor quality concrete. Additionally, sampling within 1 hour of water addition ensures that the concrete is still fresh and workable. Sampling within 300 drum revolutions on the mixer or within 30 minutes of arrival at the site may not guarantee that all the water has been properly mixed and distributed throughout the concrete mixture.

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  • 16. 

    Concrete represented by cores is acceptable if the average of three cores is _____ percent of F’c and no core falls below ______ percent of F’c.

    • A.

      90, 80

    • B.

      100, 85

    • C.

      100, 75

    • D.

      85, 75

    Correct Answer
    D. 85, 75
    Explanation
    PG. 68, 5.6.5.4

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  • 17. 

    Strength tests of field cured cylinders do not _____.

    • A.

      Indicate deficiencies in protection and curing

    • B.

      Form the basis for acceptance or rejection of F’c

    • C.

      Allow for guidance for shoring and reshoring

    • D.

      Determine removal times for forms

    Correct Answer
    C. Allow for guidance for shoring and reshoring
    Explanation
    Strength tests of field cured cylinders do not allow for guidance for shoring and reshoring. This means that these tests cannot provide information or recommendations on the appropriate methods or timing for supporting or removing the forms used in construction. Instead, they primarily focus on assessing the strength of the concrete after it has cured in the field. The tests help to determine if the concrete meets the required strength criteria for acceptance or rejection, as well as identify any deficiencies in protection and curing.

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  • 18. 

    According to the building code, the minimum depth of footings (except category    R-3) is ________ inches. 

    • A.

      6

    • B.

      8

    • C.

      10

    • D.

      12

    Correct Answer
    D. 12
    Explanation
    IBC 1805.2

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  • 19. 

    Concrete shall be thoroughly consolidated by ______. 

    • A.

      Internal vibration

    • B.

      External vibration

    • C.

      Suitable means

    • D.

      When reinforcement spacing exceeds 6db

    Correct Answer
    C. Suitable means
    Explanation
    PG. 70, 5.10.8

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  • 20. 

    Seismic hooks with a 135 degree bend require a minimum extension of _____db but not less than _____ inches. 

    • A.

      12, 2

    • B.

      6, 3

    • C.

      8, 3

    • D.

      6, 2

    Correct Answer
    B. 6, 3
    Explanation
    PG. 79, 7.1.3(c), PG. 306

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  • 21. 

    For bundled bars, minimum concrete cover shall be equal to the equivalent diameter of the bundle, but need not be greater than ____ in.; except for concrete cast against and permanently exposed to earth, where minimum cover shall be 3 inches.

    • A.

      2

    • B.

      1

    • C.

      3/4

    • D.

      3

    Correct Answer
    A. 2
    Explanation
    PG. 85, 7.7.4

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  • 22. 

    Partially embedded reinforcement may be field bent when _______. 

    • A.

      Preheating is used

    • B.

      Necessary for adjacent work

    • C.

      Shown on design drawings

    • D.

      Minimum bend diameters are maintained

    Correct Answer
    C. Shown on design drawings
    Explanation
    PG. 80, 7.3.2

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  • 23. 

    In hot weather consideration of _______ is least important. 

    • A.

      Schedule

    • B.

      Application of curing compound

    • C.

      Fog sprayers and wind curtains

    • D.

      Wetting the coarse aggregate stockpile

    Correct Answer
    D. Wetting the coarse aggregate stockpile
    Explanation
    In hot weather, wetting the coarse aggregate stockpile is least important because hot weather conditions already provide enough heat for the aggregate to dry quickly. Wetting the coarse aggregate stockpile is typically done to prevent excessive evaporation and to maintain the desired moisture content in the concrete mixture. However, in hot weather, the heat can cause the water to evaporate rapidly, making it less effective to wet the coarse aggregate stockpile. Therefore, in hot weather, other considerations such as scheduling, application of curing compound, and the use of fog sprayers and wind curtains become more important to ensure proper curing and prevent premature drying of the concrete.

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  • 24. 

    At footings, the splice between a #14 bar and a #18 bar in compression should be _______.

    • A.

      Not allowed

    • B.

      Lap splice

    • C.

      Mechanical connection

    • D.

      Welded

    Correct Answer
    B. Lap splice
    Explanation
    PG. 248, 15.8.2.3

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  • 25. 

    What is the minimum cover (in inches) for primary reinforcement in a concrete beam not exposed to weather or in contact with the ground?

    • A.

      1 ½

    • B.

      2

    • C.

      1

    • D.

      3/4

    Correct Answer
    A. 1 ½
    Explanation
    PG. 84, 7.7.1(c)

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  • 26. 

    A strength test shall be the average of ______ tests.

    • A.

      4

    • B.

      3

    • C.

      2

    • D.

      6

    Correct Answer
    C. 2
    Explanation
    PG. 65, 5.6.2.4

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Our quizzes are rigorously reviewed, monitored and continuously updated by our expert board to maintain accuracy, relevance, and timeliness.

  • Current Version
  • Mar 21, 2023
    Quiz Edited by
    ProProfs Editorial Team
  • Sep 21, 2009
    Quiz Created by
    Dduarte
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