Item 207 Portland Cement Stabilized Treated Plant Mix Base Course | 暗記メーカー

暗記メーカー

Item 207 Portland Cement Stabilized Treated Plant Mix Base Course

13問 • 13日前

ユーザ名非公開

問題一覧

1

Amount of cement to be added

6-10% mass of dry soil aggregate

2

For Soil Aggregates For every ____ or fraction thereof - 1 Grading Test - 1 Plasticity Test (LL, PL, PI) For every ____ or fraction thereof - 1 Quality Test (Grading, Plasticity, and Abrasion)

300cu.m, 1500cu.m

3

For Portland Cement For every _____ bags or fraction thereof - 1 Quality test

2000

4

For the mix For every ___ or fraction thereof - 1 Laboratory Compaction Test - 1 Unconfined Compaction Test

300cu.m

5

Quality Test on water requires:

Project Engineer's Certificate

6

For compacted base course For every layer of ____ compacted depth of base course requires - FDT for every ____ or fraction thereof - Thickness Determination for every ____ or fraction thereof

150mm, 150m, 150m

7

The salvaged or new soil aggregate shall be pulverized until at least ____ of all material other than stone or gravel will pass No. 4 sieve (4.75mm)

80%

8

Any material retained on a ____ sieve and other suitable material shall be removed.

50mm

9

In mixing, a maximum time of _____ shall be permitted for wet mixing, laydown, and finishing

2 hrs

10

Not more than _____ shall elapse betwedn the start of mixing and the time of starting compaction of the spread structure

60 minutes

11

The compaction and finishing shall be completed within _____ of the time water is added to the mixture

2 hrs

12

The rate of application of curing seal shall be between ________ of surface

0.5 to 1 L/sq.m

13

Applied in sufficient quantity to provide a continuous film over the base.

curing seal

YT1 Materials Engineer EXAM

YT1 Materials Engineer EXAM

ユーザ名非公開 · 100問 · 13日前

YT1 Materials Engineer EXAM

YT1 Materials Engineer EXAM

100問 • 13日前

ユーザ名非公開

YT2 Materials Engineer EXAM

YT2 Materials Engineer EXAM

ユーザ名非公開 · 100問 · 13日前

YT2 Materials Engineer EXAM

YT2 Materials Engineer EXAM

100問 • 13日前

ユーザ名非公開

Project Engineer YT 1

Project Engineer YT 1

ユーザ名非公開 · 100問 · 13日前

Project Engineer YT 1

Project Engineer YT 1

100問 • 13日前

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Project Engineer EXAM

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Project Engineer EXAM

62問 • 13日前

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Project Engineer EXAM 68

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Project Engineer EXAM 68

Project Engineer EXAM 68

100問 • 13日前

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Project Engineer EXAM 82

Project Engineer EXAM 82

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Project Engineer EXAM 82

Project Engineer EXAM 82

100問 • 13日前

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July 2023 PE Refresher

July 2023 PE Refresher

ユーザ名非公開 · 70問 · 13日前

July 2023 PE Refresher

July 2023 PE Refresher

70問 • 13日前

ユーザ名非公開

August 2019 Special PE Exam

August 2019 Special PE Exam

ユーザ名非公開 · 93問 · 13日前

August 2019 Special PE Exam

August 2019 Special PE Exam

93問 • 13日前

ユーザ名非公開

RNPCP Chapter 1 to 5

RNPCP Chapter 1 to 5

ユーザ名非公開 · 86問 · 13日前

RNPCP Chapter 1 to 5

RNPCP Chapter 1 to 5

86問 • 13日前

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Plumbing Code 4

Plumbing Code 4

ユーザ名非公開 · 100問 · 13日前

Plumbing Code 4

Plumbing Code 4

100問 • 13日前

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Plumbing Code 5

Plumbing Code 5

ユーザ名非公開 · 100問 · 13日前

Plumbing Code 5

Plumbing Code 5

100問 • 13日前

ユーザ名非公開

Plumbing Code 6

Plumbing Code 6

ユーザ名非公開 · 100問 · 13日前

Plumbing Code 6

Plumbing Code 6

100問 • 13日前

ユーザ名非公開

Plumbing Code 7

Plumbing Code 7

ユーザ名非公開 · 100問 · 13日前

Plumbing Code 7

Plumbing Code 7

100問 • 13日前

ユーザ名非公開

Plumbing Code 8

Plumbing Code 8

ユーザ名非公開 · 100問 · 13日前

Plumbing Code 8

Plumbing Code 8

100問 • 13日前

ユーザ名非公開

Plumbing Code 3

Plumbing Code 3

ユーザ名非公開 · 100問 · 13日前

Plumbing Code 3

Plumbing Code 3

100問 • 13日前

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Sanitation, Plumbing Design, and Installation 2

Sanitation, Plumbing Design, and Installation 2

ユーザ名非公開 · 97問 · 13日前

Sanitation, Plumbing Design, and Installation 2

Sanitation, Plumbing Design, and Installation 2

97問 • 13日前

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Sanitation, Plumbing Design, and Installation 1

Sanitation, Plumbing Design, and Installation 1

ユーザ名非公開 · 99問 · 13日前

Sanitation, Plumbing Design, and Installation 1

Sanitation, Plumbing Design, and Installation 1

99問 • 13日前

ユーザ名非公開

Sanitation, Plumbing Design, and Installation 3

Sanitation, Plumbing Design, and Installation 3

ユーザ名非公開 · 96問 · 13日前

Sanitation, Plumbing Design, and Installation 3

Sanitation, Plumbing Design, and Installation 3

96問 • 13日前

ユーザ名非公開

Sanitation, Plumbing Design, and Installation 4

Sanitation, Plumbing Design, and Installation 4

ユーザ名非公開 · 95問 · 13日前

Sanitation, Plumbing Design, and Installation 4

Sanitation, Plumbing Design, and Installation 4

95問 • 13日前

ユーザ名非公開

Sanitation, Plumbing Design, and Installation 5

Sanitation, Plumbing Design, and Installation 5

ユーザ名非公開 · 97問 · 13日前

Sanitation, Plumbing Design, and Installation 5

Sanitation, Plumbing Design, and Installation 5

97問 • 13日前

ユーザ名非公開

問題一覧

1

Amount of cement to be added

6-10% mass of dry soil aggregate

2

For Soil Aggregates For every ____ or fraction thereof - 1 Grading Test - 1 Plasticity Test (LL, PL, PI) For every ____ or fraction thereof - 1 Quality Test (Grading, Plasticity, and Abrasion)

300cu.m, 1500cu.m

3

For Portland Cement For every _____ bags or fraction thereof - 1 Quality test

2000

4

For the mix For every ___ or fraction thereof - 1 Laboratory Compaction Test - 1 Unconfined Compaction Test

300cu.m

5

Quality Test on water requires:

Project Engineer's Certificate

6

For compacted base course For every layer of ____ compacted depth of base course requires - FDT for every ____ or fraction thereof - Thickness Determination for every ____ or fraction thereof

150mm, 150m, 150m

7

The salvaged or new soil aggregate shall be pulverized until at least ____ of all material other than stone or gravel will pass No. 4 sieve (4.75mm)

80%

8

Any material retained on a ____ sieve and other suitable material shall be removed.

50mm

9

In mixing, a maximum time of _____ shall be permitted for wet mixing, laydown, and finishing

2 hrs

10

Not more than _____ shall elapse betwedn the start of mixing and the time of starting compaction of the spread structure

60 minutes

11

The compaction and finishing shall be completed within _____ of the time water is added to the mixture

2 hrs

12

The rate of application of curing seal shall be between ________ of surface

0.5 to 1 L/sq.m

13

Applied in sufficient quantity to provide a continuous film over the base.

curing seal