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Item 202 Crushed Aggregate Base Course

Item 202 Crushed Aggregate Base Course
18問 • 1ヶ月前
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    問題一覧

  • 1

    Grading Test and Plasticity Test (LL, PL, PI) for every:

    300cu.m

  • 2

    Laboratory Compaction Test and Quality Test (Grading, Plasticity, and Abrasion) for every

    1500cu.m

  • 3

    California Bearing Ratio (CBR) Test for every:

    2500cu.m

  • 4

    For every ____ of compacted depth at least ____ in situ density tests for every ____ or fraction thereof.

    150mm, three, 500sq.m

  • 5

    In some areas where conventional base course materials are scarce or non-available, the use of ___ weathered limestone blended with ___ crushed stones or gravel shall be allowed, provided that the blended materials meet the requirements of this Item.

    40%, 60%

  • 6

    The fraction passing the No. 200 sieve (0.075mm) shall not be greater than ___ of the fraction passing the No. 40 sieve (0.425mm).

    2/3

  • 7

    According to AASHTO T89 and T90, the fraction passing the No. 40 sieve (0.425mm) shall have a LL of not greater than ___ and PI of not greater than ___.

    25, 6

  • 8

    According to AASHTO T96, the course portion retained on a No. 10 sieve (2mm) shall have a mass percent of wear of ___ max by the Los Angeles Abrasion Test.

    45%

  • 9

    According to AASHTO T193, the material passing 19mm sieve shall have a soaked CBR value of not less than ___.

    80%

  • 10

    Filler shall be taken from sources approved by the engineer, free from hard slumps, and shall not contain more than ___ of material retained on the No.4 sieve (4.75mm).

    15%

  • 11

    Aggregate base course will be measured by _________

    cubic meter

  • 12

    Permitted variation from design thickness of layer

    +/- 10mm

  • 13

    Permitted variation from design level of surface

    +5mm/-10mm

  • 14

    Permitted surface irregularity measured by 3m straight edge

    5mm

  • 15

    Permitted variation from design crossfall or camber

    +/- 0.2%

  • 16

    Permitted variation from design longitudinal grade over 25m in length

    +/- 0.1%

  • 17

    Fractured Face Test for every:

    1500cu.m

  • 18

    According to AASHTO T96, the course portion retained on a No. 10 sieve (2mm) shall have not less than ___ of at least 1 fractured face.

    50%

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    ユーザ名非公開 · 47問 · 1ヶ月前

    Practical Problems 1.1

    Practical Problems 1.1

    47問 • 1ヶ月前
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    Practical Problems 2

    Practical Problems 2

    ユーザ名非公開 · 50問 · 1ヶ月前

    Practical Problems 2

    Practical Problems 2

    50問 • 1ヶ月前
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    Practical Problems 2.1

    Practical Problems 2.1

    ユーザ名非公開 · 50問 · 1ヶ月前

    Practical Problems 2.1

    Practical Problems 2.1

    50問 • 1ヶ月前
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    Plumbing Arithmetic 1

    Plumbing Arithmetic 1

    ユーザ名非公開 · 50問 · 1ヶ月前

    Plumbing Arithmetic 1

    Plumbing Arithmetic 1

    50問 • 1ヶ月前
    ユーザ名非公開

    Plumbing Arithmetic 1.1

    Plumbing Arithmetic 1.1

    ユーザ名非公開 · 50問 · 1ヶ月前

    Plumbing Arithmetic 1.1

    Plumbing Arithmetic 1.1

    50問 • 1ヶ月前
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    Plumbing Arithmetic 2

    Plumbing Arithmetic 2

    ユーザ名非公開 · 50問 · 1ヶ月前

    Plumbing Arithmetic 2

    Plumbing Arithmetic 2

    50問 • 1ヶ月前
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    Plumbing Arithmetic 2.1

    Plumbing Arithmetic 2.1

    ユーザ名非公開 · 50問 · 1ヶ月前

    Plumbing Arithmetic 2.1

    Plumbing Arithmetic 2.1

    50問 • 1ヶ月前
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    問題一覧

  • 1

    Grading Test and Plasticity Test (LL, PL, PI) for every:

    300cu.m

  • 2

    Laboratory Compaction Test and Quality Test (Grading, Plasticity, and Abrasion) for every

    1500cu.m

  • 3

    California Bearing Ratio (CBR) Test for every:

    2500cu.m

  • 4

    For every ____ of compacted depth at least ____ in situ density tests for every ____ or fraction thereof.

    150mm, three, 500sq.m

  • 5

    In some areas where conventional base course materials are scarce or non-available, the use of ___ weathered limestone blended with ___ crushed stones or gravel shall be allowed, provided that the blended materials meet the requirements of this Item.

    40%, 60%

  • 6

    The fraction passing the No. 200 sieve (0.075mm) shall not be greater than ___ of the fraction passing the No. 40 sieve (0.425mm).

    2/3

  • 7

    According to AASHTO T89 and T90, the fraction passing the No. 40 sieve (0.425mm) shall have a LL of not greater than ___ and PI of not greater than ___.

    25, 6

  • 8

    According to AASHTO T96, the course portion retained on a No. 10 sieve (2mm) shall have a mass percent of wear of ___ max by the Los Angeles Abrasion Test.

    45%

  • 9

    According to AASHTO T193, the material passing 19mm sieve shall have a soaked CBR value of not less than ___.

    80%

  • 10

    Filler shall be taken from sources approved by the engineer, free from hard slumps, and shall not contain more than ___ of material retained on the No.4 sieve (4.75mm).

    15%

  • 11

    Aggregate base course will be measured by _________

    cubic meter

  • 12

    Permitted variation from design thickness of layer

    +/- 10mm

  • 13

    Permitted variation from design level of surface

    +5mm/-10mm

  • 14

    Permitted surface irregularity measured by 3m straight edge

    5mm

  • 15

    Permitted variation from design crossfall or camber

    +/- 0.2%

  • 16

    Permitted variation from design longitudinal grade over 25m in length

    +/- 0.1%

  • 17

    Fractured Face Test for every:

    1500cu.m

  • 18

    According to AASHTO T96, the course portion retained on a No. 10 sieve (2mm) shall have not less than ___ of at least 1 fractured face.

    50%