ログイン

Item 405 Structural Concrete

Item 405 Structural Concrete
41問 • 1年前
  • Vaantoote
  • 通報

    問題一覧

  • 1

    All superstructures and heavily reinforced substructures. The important parts of the structure included are slabs, beams, girders, columns, arch ribs, box culverts, reinforced abutments, retaining walls, and reinforced footings

    Class A

  • 2

    Footings, pedestals, massive pier shafts, pipe bedding, and gravity walls, unreinforced or with only a small amount of reinforcement

    Class B

  • 3

    Thin reinforced sections, railings, precast R.C. piles and cribbing, and for filler in steel grid floors

    Class C

  • 4

    Prestressed concrete structures and members

    Class P

  • 5

    Concrete deposited in water

    Seal

  • 6

    The measured cement content shall be within ___ of the design cement content

    ± 2%

  • 7

    As work progresses, at least one sample consisting of _______ concrete cylinder test specimens, ______ shall be taken from each ___ of each class of concrete or fraction thereof placed each day

    3, 150mm x 300mm, 75cu.m

  • 8

    Accuracy of batching shall be within ___

    ± 1%

  • 9

    The accuracy of measuring the water shall be within a range of error of not more than ___

    1%

  • 10

    All aggregates whether produced or handled by hydraulic methods or washed, shall be stockpiled or binned for draining for at least 12 hours prior to batching

    12 hours

  • 11

    Rail shipment requiring more than 12 hours will be accepted as adequate binning only if the car bodies permit free drainage

    12 hours

  • 12

    If the aggregates contain high or non-uniform moisture content, storage or stockpile period in excess of ___ may be required by the Engineer

    12 hours

  • 13

    Batching shall be conducted as to result in a ___ maximum tolerance for the required materials

    2%

  • 14

    Scales shall be accurate to ___ throughout the range used

    0.5%

  • 15

    When cement is placed in contact with moist aggregates, batches will be rejected unless mixed within ___ of such contact

    1 - 1.5 hours

  • 16

    Admixtures shall be measured into the mixer with an accuracy of _______

    ± 3%

  • 17

    The intervals between delivery of batches shall not be so great as to allow the concrete inplace to harden partially, and in no case shall such an interval exceed ___

    30 minutes

  • 18

    For small peoject requiring less than ____ cu.m/day of pouring, the weight proportionsshapp be conceeted to equuvalent volumetric proportions

    75

  • 19

    Mixer having a rated capacity of less than a ___ batch shall not be used

    1 bag

  • 20

    The volume of concrete mixed per batch shall not exceed the mixer's nominal capacity as shown on the manufacturer's standard rating plate on the mixer except that an overload up to ___ above the mixer's nominal capacity may be permitted, provided concrete test data for strength, segregation, and uniform consistency are satisfactory and provided no spillage of concrete takes place

    10%

  • 21

    The flow of water shall be uniform and all water shall be in the drum by the end of the first ___ of the mixing period

    15 seconds

  • 22

    Mixing time shall not be less than ___ for mixers having a capacity of ___ or less

    60 seconds, 1.5 cu.m

  • 23

    For mixers having a capacity greater than 1.5m³, the mixing time shall not be less than ___

    90 seconds

  • 24

    If timing starts, the instant the skip reaches its maximum raised position, ___ shall be added to the specified mixing time

    4 seconds

  • 25

    If the timing device is not placed in good working order within ____, further use of the mixer will be prohibited until repairs are made

    24 hours

  • 26

    The accuracy of all weighing devices except that for water shall be such that successive quantities can be measured to within ___ of the desired amounts

    1%

  • 27

    The water measuring device shall be accurate to ±0.5%

    ±0.5%

  • 28

    When the entire plant is running, the scale reading at cut-off shall not vary from the weight designated by the Engineer more than ___

    1%

  • 29

    When the entire plant is running, the scale reading at cut-off shall not vary from the weight designated by the Engineer more than _____ for the total aggregate in any batch

    1%

  • 30

    The pick-up and throw-over blades of mixers shall be restored or replaced when any part or section is worn ______ or more below the original height of the manufacturer's design

    20mm

  • 31

    When bulk cement is used and the volume of the batch is _____ or more, the scale and weigh hopper for Portland Cement shall be separate and distinct from the aggregate hopper or hoppers

    0.5cu.m

  • 32

    The discharging mechanism shall also be interlocked against the opening when the amount of cement in the hopper is underweight by more than ___

    1%

  • 33

    The discharging mechanism shall also be interlocked against the opening when the amount of cement in the hopper is overweight by more than ___ of the amount specified

    3%

  • 34

    All water shall be in the drum by the end of the ____ quarter of the specified mixing time

    1st

  • 35

    All concrete shall be mixed for a period of not less than ______ after all materials, including water, are in the mixer

    1.5 minutes

  • 36

    When mixing is to cease for a period of _____ or more, the mixer shall be thoroughly cleaned

    1 hour

  • 37

    Truck mixing, shall, unless otherwise directed, be continued for not less than ___ revolutions after all ingredients, including water, are in the drum

    100

  • 38

    The mixing speed shall not be less than ____, nor more than ____

    4 rpm, 6 rpm

  • 39

    Mixing shall begin within ______ after the cement has been added either to the water or aggregate

    30 minutes

  • 40

    When a truck mixer or agitator is used for transporting concrete to the delivery point, discharge shall be completed within _____ or ___________ of the drum or blades, whichever comes first, after the introduction of the cement to the aggregates

    1 hour, 250 revolutions

  • 41

    The rate of interval between batches shall not exceed ______

    20 minutes

  • Project Engineer EXAM

    Project Engineer EXAM

    Vaantoote · 62問 · 2年前

    Project Engineer EXAM

    Project Engineer EXAM

    62問 • 2年前
    Vaantoote

    YT1 Materials Engineer EXAM

    YT1 Materials Engineer EXAM

    Vaantoote · 100問 · 2年前

    YT1 Materials Engineer EXAM

    YT1 Materials Engineer EXAM

    100問 • 2年前
    Vaantoote

    YT2 Materials Engineer EXAM

    YT2 Materials Engineer EXAM

    Vaantoote · 100問 · 2年前

    YT2 Materials Engineer EXAM

    YT2 Materials Engineer EXAM

    100問 • 2年前
    Vaantoote

    Project Engineer YT 1

    Project Engineer YT 1

    Vaantoote · 100問 · 1年前

    Project Engineer YT 1

    Project Engineer YT 1

    100問 • 1年前
    Vaantoote

    Project Engineer EXAM 68

    Project Engineer EXAM 68

    Vaantoote · 100問 · 1年前

    Project Engineer EXAM 68

    Project Engineer EXAM 68

    100問 • 1年前
    Vaantoote

    Project Engineer EXAM 82

    Project Engineer EXAM 82

    Vaantoote · 100問 · 1年前

    Project Engineer EXAM 82

    Project Engineer EXAM 82

    100問 • 1年前
    Vaantoote

    July 2023 PE Refresher

    July 2023 PE Refresher

    Vaantoote · 70問 · 1年前

    July 2023 PE Refresher

    July 2023 PE Refresher

    70問 • 1年前
    Vaantoote

    August 2019 Special PE Exam

    August 2019 Special PE Exam

    Vaantoote · 93問 · 1年前

    August 2019 Special PE Exam

    August 2019 Special PE Exam

    93問 • 1年前
    Vaantoote

    RNPCP Chapter 1 to 5

    RNPCP Chapter 1 to 5

    Vaantoote · 86問 · 1年前

    RNPCP Chapter 1 to 5

    RNPCP Chapter 1 to 5

    86問 • 1年前
    Vaantoote

    Plumbing Code 1

    Plumbing Code 1

    Vaantoote · 100問 · 1年前

    Plumbing Code 1

    Plumbing Code 1

    100問 • 1年前
    Vaantoote

    Plumbing Code 2

    Plumbing Code 2

    Vaantoote · 100問 · 1年前

    Plumbing Code 2

    Plumbing Code 2

    100問 • 1年前
    Vaantoote

    Plumbing Code 4

    Plumbing Code 4

    Vaantoote · 100問 · 1年前

    Plumbing Code 4

    Plumbing Code 4

    100問 • 1年前
    Vaantoote

    Plumbing Code 5

    Plumbing Code 5

    Vaantoote · 100問 · 1年前

    Plumbing Code 5

    Plumbing Code 5

    100問 • 1年前
    Vaantoote

    Plumbing Code 6

    Plumbing Code 6

    Vaantoote · 100問 · 1年前

    Plumbing Code 6

    Plumbing Code 6

    100問 • 1年前
    Vaantoote

    Plumbing Code 7

    Plumbing Code 7

    Vaantoote · 100問 · 1年前

    Plumbing Code 7

    Plumbing Code 7

    100問 • 1年前
    Vaantoote

    Plumbing Code 8

    Plumbing Code 8

    Vaantoote · 100問 · 1年前

    Plumbing Code 8

    Plumbing Code 8

    100問 • 1年前
    Vaantoote

    Plumbing Code 3

    Plumbing Code 3

    Vaantoote · 100問 · 1年前

    Plumbing Code 3

    Plumbing Code 3

    100問 • 1年前
    Vaantoote

    Sanitation, Plumbing Design, and Installation 2

    Sanitation, Plumbing Design, and Installation 2

    Vaantoote · 97問 · 1年前

    Sanitation, Plumbing Design, and Installation 2

    Sanitation, Plumbing Design, and Installation 2

    97問 • 1年前
    Vaantoote

    Sanitation, Plumbing Design, and Installation 1

    Sanitation, Plumbing Design, and Installation 1

    Vaantoote · 99問 · 1年前

    Sanitation, Plumbing Design, and Installation 1

    Sanitation, Plumbing Design, and Installation 1

    99問 • 1年前
    Vaantoote

    Sanitation, Plumbing Design, and Installation 3

    Sanitation, Plumbing Design, and Installation 3

    Vaantoote · 96問 · 1年前

    Sanitation, Plumbing Design, and Installation 3

    Sanitation, Plumbing Design, and Installation 3

    96問 • 1年前
    Vaantoote

    Sanitation, Plumbing Design, and Installation 4

    Sanitation, Plumbing Design, and Installation 4

    Vaantoote · 95問 · 1年前

    Sanitation, Plumbing Design, and Installation 4

    Sanitation, Plumbing Design, and Installation 4

    95問 • 1年前
    Vaantoote

    Sanitation, Plumbing Design, and Installation 5

    Sanitation, Plumbing Design, and Installation 5

    Vaantoote · 97問 · 1年前

    Sanitation, Plumbing Design, and Installation 5

    Sanitation, Plumbing Design, and Installation 5

    97問 • 1年前
    Vaantoote

    Sanitation, Plumbing Design, and Installation 7

    Sanitation, Plumbing Design, and Installation 7

    Vaantoote · 100問 · 1年前

    Sanitation, Plumbing Design, and Installation 7

    Sanitation, Plumbing Design, and Installation 7

    100問 • 1年前
    Vaantoote

    Sanitation, Plumbing Design, and Installation 8

    Sanitation, Plumbing Design, and Installation 8

    Vaantoote · 98問 · 1年前

    Sanitation, Plumbing Design, and Installation 8

    Sanitation, Plumbing Design, and Installation 8

    98問 • 1年前
    Vaantoote

    Plumbing Tools 1

    Plumbing Tools 1

    Vaantoote · 87問 · 1年前

    Plumbing Tools 1

    Plumbing Tools 1

    87問 • 1年前
    Vaantoote

    Plumbing Tools 2

    Plumbing Tools 2

    Vaantoote · 53問 · 1年前

    Plumbing Tools 2

    Plumbing Tools 2

    53問 • 1年前
    Vaantoote

    Practical Problems and Experiences 1

    Practical Problems and Experiences 1

    Vaantoote · 100問 · 1年前

    Practical Problems and Experiences 1

    Practical Problems and Experiences 1

    100問 • 1年前
    Vaantoote

    Practical Problems and Experiences 2

    Practical Problems and Experiences 2

    Vaantoote · 100問 · 1年前

    Practical Problems and Experiences 2

    Practical Problems and Experiences 2

    100問 • 1年前
    Vaantoote

    Practical Problems and Experiences 3

    Practical Problems and Experiences 3

    Vaantoote · 99問 · 1年前

    Practical Problems and Experiences 3

    Practical Problems and Experiences 3

    99問 • 1年前
    Vaantoote

    Practical Problems and Experiences 4

    Practical Problems and Experiences 4

    Vaantoote · 100問 · 1年前

    Practical Problems and Experiences 4

    Practical Problems and Experiences 4

    100問 • 1年前
    Vaantoote

    PART A - Facilities for the Engineer

    PART A - Facilities for the Engineer

    Vaantoote · 9問 · 1年前

    PART A - Facilities for the Engineer

    PART A - Facilities for the Engineer

    9問 • 1年前
    Vaantoote

    PART B - Other General Requirements

    PART B - Other General Requirements

    Vaantoote · 13問 · 1年前

    PART B - Other General Requirements

    PART B - Other General Requirements

    13問 • 1年前
    Vaantoote

    Practical Problems and Experiences 5

    Practical Problems and Experiences 5

    Vaantoote · 100問 · 1年前

    Practical Problems and Experiences 5

    Practical Problems and Experiences 5

    100問 • 1年前
    Vaantoote

    Practical Problems and Experiences 6

    Practical Problems and Experiences 6

    Vaantoote · 100問 · 1年前

    Practical Problems and Experiences 6

    Practical Problems and Experiences 6

    100問 • 1年前
    Vaantoote

    Plumbing Arithmetic Terms 1

    Plumbing Arithmetic Terms 1

    Vaantoote · 49問 · 1年前

    Plumbing Arithmetic Terms 1

    Plumbing Arithmetic Terms 1

    49問 • 1年前
    Vaantoote

    Plumbing Arithmetic Terms 2

    Plumbing Arithmetic Terms 2

    Vaantoote · 47問 · 1年前

    Plumbing Arithmetic Terms 2

    Plumbing Arithmetic Terms 2

    47問 • 1年前
    Vaantoote

    Plumbing Arithmetic Terms 3

    Plumbing Arithmetic Terms 3

    Vaantoote · 49問 · 1年前

    Plumbing Arithmetic Terms 3

    Plumbing Arithmetic Terms 3

    49問 • 1年前
    Vaantoote

    Plumbing Arithmetic Terms 4

    Plumbing Arithmetic Terms 4

    Vaantoote · 27問 · 1年前

    Plumbing Arithmetic Terms 4

    Plumbing Arithmetic Terms 4

    27問 • 1年前
    Vaantoote

    Plumbing Code WSFU

    Plumbing Code WSFU

    Vaantoote · 58問 · 1年前

    Plumbing Code WSFU

    Plumbing Code WSFU

    58問 • 1年前
    Vaantoote

    Practical Problems and Experiences REFRESHER 1

    Practical Problems and Experiences REFRESHER 1

    Vaantoote · 100問 · 1年前

    Practical Problems and Experiences REFRESHER 1

    Practical Problems and Experiences REFRESHER 1

    100問 • 1年前
    Vaantoote

    Practical Problems and Experiences REFRESHER 2

    Practical Problems and Experiences REFRESHER 2

    Vaantoote · 70問 · 1年前

    Practical Problems and Experiences REFRESHER 2

    Practical Problems and Experiences REFRESHER 2

    70問 • 1年前
    Vaantoote

    Item # and Descriptions

    Item # and Descriptions

    Vaantoote · 24問 · 1年前

    Item # and Descriptions

    Item # and Descriptions

    24問 • 1年前
    Vaantoote

    Item 200 Aggregate Subbase Course

    Item 200 Aggregate Subbase Course

    Vaantoote · 16問 · 1年前

    Item 200 Aggregate Subbase Course

    Item 200 Aggregate Subbase Course

    16問 • 1年前
    Vaantoote

    Item 201 Aggregate Base Course

    Item 201 Aggregate Base Course

    Vaantoote · 16問 · 1年前

    Item 201 Aggregate Base Course

    Item 201 Aggregate Base Course

    16問 • 1年前
    Vaantoote

    Item 202 Crushed Aggregate Base Course

    Item 202 Crushed Aggregate Base Course

    Vaantoote · 18問 · 1年前

    Item 202 Crushed Aggregate Base Course

    Item 202 Crushed Aggregate Base Course

    18問 • 1年前
    Vaantoote

    Item 203 Lime Stabilized Road Mix Base Course

    Item 203 Lime Stabilized Road Mix Base Course

    Vaantoote · 27問 · 1年前

    Item 203 Lime Stabilized Road Mix Base Course

    Item 203 Lime Stabilized Road Mix Base Course

    27問 • 1年前
    Vaantoote

    Item 204 Portland Cement Stabilized Road Mix Base Course

    Item 204 Portland Cement Stabilized Road Mix Base Course

    Vaantoote · 7問 · 1年前

    Item 204 Portland Cement Stabilized Road Mix Base Course

    Item 204 Portland Cement Stabilized Road Mix Base Course

    7問 • 1年前
    Vaantoote

    Item 205 Asphalt Stabilized Road Mix Base Course

    Item 205 Asphalt Stabilized Road Mix Base Course

    Vaantoote · 7問 · 1年前

    Item 205 Asphalt Stabilized Road Mix Base Course

    Item 205 Asphalt Stabilized Road Mix Base Course

    7問 • 1年前
    Vaantoote

    Item 207 Portland Cement Stabilized Treated Plant Mix Base Course

    Item 207 Portland Cement Stabilized Treated Plant Mix Base Course

    Vaantoote · 13問 · 1年前

    Item 207 Portland Cement Stabilized Treated Plant Mix Base Course

    Item 207 Portland Cement Stabilized Treated Plant Mix Base Course

    13問 • 1年前
    Vaantoote

    Item 206 Chemically Stabilized Road Mix Subbase/Base Course

    Item 206 Chemically Stabilized Road Mix Subbase/Base Course

    Vaantoote · 11問 · 1年前

    Item 206 Chemically Stabilized Road Mix Subbase/Base Course

    Item 206 Chemically Stabilized Road Mix Subbase/Base Course

    11問 • 1年前
    Vaantoote

    Item 300 Aggregate Surface Course

    Item 300 Aggregate Surface Course

    Vaantoote · 11問 · 1年前

    Item 300 Aggregate Surface Course

    Item 300 Aggregate Surface Course

    11問 • 1年前
    Vaantoote

    Item 301 Bituminous Prime Coat

    Item 301 Bituminous Prime Coat

    Vaantoote · 10問 · 1年前

    Item 301 Bituminous Prime Coat

    Item 301 Bituminous Prime Coat

    10問 • 1年前
    Vaantoote

    Item 303 Bituminous Seal Coat

    Item 303 Bituminous Seal Coat

    Vaantoote · 20問 · 1年前

    Item 303 Bituminous Seal Coat

    Item 303 Bituminous Seal Coat

    20問 • 1年前
    Vaantoote

    RNPCP Chapter 6 to 9

    RNPCP Chapter 6 to 9

    Vaantoote · 94問 · 1年前

    RNPCP Chapter 6 to 9

    RNPCP Chapter 6 to 9

    94問 • 1年前
    Vaantoote

    RNPCP Chapter 10 to 13

    RNPCP Chapter 10 to 13

    Vaantoote · 93問 · 1年前

    RNPCP Chapter 10 to 13

    RNPCP Chapter 10 to 13

    93問 • 1年前
    Vaantoote

    RNPCP Appendix A and B

    RNPCP Appendix A and B

    Vaantoote · 79問 · 1年前

    RNPCP Appendix A and B

    RNPCP Appendix A and B

    79問 • 1年前
    Vaantoote

    Item 311 Portland Cement Concrete Pavement (PART 1)

    Item 311 Portland Cement Concrete Pavement (PART 1)

    Vaantoote · 78問 · 1年前

    Item 311 Portland Cement Concrete Pavement (PART 1)

    Item 311 Portland Cement Concrete Pavement (PART 1)

    78問 • 1年前
    Vaantoote

    Item 311 Portland Cement Concrete Pavement (PART 2)

    Item 311 Portland Cement Concrete Pavement (PART 2)

    Vaantoote · 61問 · 1年前

    Item 311 Portland Cement Concrete Pavement (PART 2)

    Item 311 Portland Cement Concrete Pavement (PART 2)

    61問 • 1年前
    Vaantoote

    Republic Acts

    Republic Acts

    Vaantoote · 9問 · 1年前

    Republic Acts

    Republic Acts

    9問 • 1年前
    Vaantoote

    Plumbing Arithmetic Terms 5

    Plumbing Arithmetic Terms 5

    Vaantoote · 68問 · 1年前

    Plumbing Arithmetic Terms 5

    Plumbing Arithmetic Terms 5

    68問 • 1年前
    Vaantoote

    Item 400 Piling

    Item 400 Piling

    Vaantoote · 80問 · 1年前

    Item 400 Piling

    Item 400 Piling

    80問 • 1年前
    Vaantoote

    Item 406 Prestressed Concrete Structures

    Item 406 Prestressed Concrete Structures

    Vaantoote · 36問 · 1年前

    Item 406 Prestressed Concrete Structures

    Item 406 Prestressed Concrete Structures

    36問 • 1年前
    Vaantoote

    Item 407 Concrete Structures

    Item 407 Concrete Structures

    Vaantoote · 31問 · 1年前

    Item 407 Concrete Structures

    Item 407 Concrete Structures

    31問 • 1年前
    Vaantoote

    Plumbing Design and Estimate (by Max Fajardo)

    Plumbing Design and Estimate (by Max Fajardo)

    Vaantoote · 22問 · 1年前

    Plumbing Design and Estimate (by Max Fajardo)

    Plumbing Design and Estimate (by Max Fajardo)

    22問 • 1年前
    Vaantoote

    Principles and Code of Ethics

    Principles and Code of Ethics

    Vaantoote · 29問 · 1年前

    Principles and Code of Ethics

    Principles and Code of Ethics

    29問 • 1年前
    Vaantoote

    Plumbing Arithmetic Problems 1

    Plumbing Arithmetic Problems 1

    Vaantoote · 75問 · 1年前

    Plumbing Arithmetic Problems 1

    Plumbing Arithmetic Problems 1

    75問 • 1年前
    Vaantoote

    問題一覧

  • 1

    All superstructures and heavily reinforced substructures. The important parts of the structure included are slabs, beams, girders, columns, arch ribs, box culverts, reinforced abutments, retaining walls, and reinforced footings

    Class A

  • 2

    Footings, pedestals, massive pier shafts, pipe bedding, and gravity walls, unreinforced or with only a small amount of reinforcement

    Class B

  • 3

    Thin reinforced sections, railings, precast R.C. piles and cribbing, and for filler in steel grid floors

    Class C

  • 4

    Prestressed concrete structures and members

    Class P

  • 5

    Concrete deposited in water

    Seal

  • 6

    The measured cement content shall be within ___ of the design cement content

    ± 2%

  • 7

    As work progresses, at least one sample consisting of _______ concrete cylinder test specimens, ______ shall be taken from each ___ of each class of concrete or fraction thereof placed each day

    3, 150mm x 300mm, 75cu.m

  • 8

    Accuracy of batching shall be within ___

    ± 1%

  • 9

    The accuracy of measuring the water shall be within a range of error of not more than ___

    1%

  • 10

    All aggregates whether produced or handled by hydraulic methods or washed, shall be stockpiled or binned for draining for at least 12 hours prior to batching

    12 hours

  • 11

    Rail shipment requiring more than 12 hours will be accepted as adequate binning only if the car bodies permit free drainage

    12 hours

  • 12

    If the aggregates contain high or non-uniform moisture content, storage or stockpile period in excess of ___ may be required by the Engineer

    12 hours

  • 13

    Batching shall be conducted as to result in a ___ maximum tolerance for the required materials

    2%

  • 14

    Scales shall be accurate to ___ throughout the range used

    0.5%

  • 15

    When cement is placed in contact with moist aggregates, batches will be rejected unless mixed within ___ of such contact

    1 - 1.5 hours

  • 16

    Admixtures shall be measured into the mixer with an accuracy of _______

    ± 3%

  • 17

    The intervals between delivery of batches shall not be so great as to allow the concrete inplace to harden partially, and in no case shall such an interval exceed ___

    30 minutes

  • 18

    For small peoject requiring less than ____ cu.m/day of pouring, the weight proportionsshapp be conceeted to equuvalent volumetric proportions

    75

  • 19

    Mixer having a rated capacity of less than a ___ batch shall not be used

    1 bag

  • 20

    The volume of concrete mixed per batch shall not exceed the mixer's nominal capacity as shown on the manufacturer's standard rating plate on the mixer except that an overload up to ___ above the mixer's nominal capacity may be permitted, provided concrete test data for strength, segregation, and uniform consistency are satisfactory and provided no spillage of concrete takes place

    10%

  • 21

    The flow of water shall be uniform and all water shall be in the drum by the end of the first ___ of the mixing period

    15 seconds

  • 22

    Mixing time shall not be less than ___ for mixers having a capacity of ___ or less

    60 seconds, 1.5 cu.m

  • 23

    For mixers having a capacity greater than 1.5m³, the mixing time shall not be less than ___

    90 seconds

  • 24

    If timing starts, the instant the skip reaches its maximum raised position, ___ shall be added to the specified mixing time

    4 seconds

  • 25

    If the timing device is not placed in good working order within ____, further use of the mixer will be prohibited until repairs are made

    24 hours

  • 26

    The accuracy of all weighing devices except that for water shall be such that successive quantities can be measured to within ___ of the desired amounts

    1%

  • 27

    The water measuring device shall be accurate to ±0.5%

    ±0.5%

  • 28

    When the entire plant is running, the scale reading at cut-off shall not vary from the weight designated by the Engineer more than ___

    1%

  • 29

    When the entire plant is running, the scale reading at cut-off shall not vary from the weight designated by the Engineer more than _____ for the total aggregate in any batch

    1%

  • 30

    The pick-up and throw-over blades of mixers shall be restored or replaced when any part or section is worn ______ or more below the original height of the manufacturer's design

    20mm

  • 31

    When bulk cement is used and the volume of the batch is _____ or more, the scale and weigh hopper for Portland Cement shall be separate and distinct from the aggregate hopper or hoppers

    0.5cu.m

  • 32

    The discharging mechanism shall also be interlocked against the opening when the amount of cement in the hopper is underweight by more than ___

    1%

  • 33

    The discharging mechanism shall also be interlocked against the opening when the amount of cement in the hopper is overweight by more than ___ of the amount specified

    3%

  • 34

    All water shall be in the drum by the end of the ____ quarter of the specified mixing time

    1st

  • 35

    All concrete shall be mixed for a period of not less than ______ after all materials, including water, are in the mixer

    1.5 minutes

  • 36

    When mixing is to cease for a period of _____ or more, the mixer shall be thoroughly cleaned

    1 hour

  • 37

    Truck mixing, shall, unless otherwise directed, be continued for not less than ___ revolutions after all ingredients, including water, are in the drum

    100

  • 38

    The mixing speed shall not be less than ____, nor more than ____

    4 rpm, 6 rpm

  • 39

    Mixing shall begin within ______ after the cement has been added either to the water or aggregate

    30 minutes

  • 40

    When a truck mixer or agitator is used for transporting concrete to the delivery point, discharge shall be completed within _____ or ___________ of the drum or blades, whichever comes first, after the introduction of the cement to the aggregates

    1 hour, 250 revolutions

  • 41

    The rate of interval between batches shall not exceed ______

    20 minutes