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Item 206 Chemically Stabilized Road Mix Subbase/Base Course

Item 206 Chemically Stabilized Road Mix Subbase/Base Course
11問 • 1年前
  • Vaantoote
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    問題一覧

  • 1

    Polymer-based chemical soil additive shall be less than ___ by weight of soil

    2%

  • 2

    The unsoaked CBR value of treated soil material with Olymer-based chemical soil additive shall be ________ the unsoaked CBR value of untreated same soil material

    greater than

  • 3

    Existing road subbase/base materials shall be scarified by use of grader to a depth of _____ to _____ and shall be stockpiled on both sides of the road.

    150mm, 200mm

  • 4

    If further needed, polymer-based chemical soil additive shall be applied on the subbase/base after it was exposed for ____, provided that after applying the said chemical additive, the first layer of road subbase/base materials which is thoroughly mixed shall be spread immediately.

    24hrs

  • 5

    The dilution rate for the subbase/base shall be ___ part of polymer-based chemical soil additive and ___ parts of water depending on type of soil and application method

    1, 5-9

  • 6

    After the preparation of subbase/base material, it shall be mixed thoroughly and spread by a grader in approximately ___ equal layers.

    2

  • 7

    Rate of dilution in each layer

    1:5 to 1:9

  • 8

    Steel roller shall be used to crush aggregates larger than ____ on the surface of the laid/treated subbase/base course while rubber roller shall follow to smoothen the surface.

    1/2" or 13mm

  • 9

    After _____ of curing, polymer-based chemical soil additive shall be sprayed on the compacted road subbase/base with required dilution in each layer.

    48hrs

  • 10

    Trial sections of the stabilized subbase/base shall be constructed by the contractor at least ____ before the actual subbase/base construction

    2 weeks

  • 11

    Polymer-based chemical soil additive shall be measured by:

    liter

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    問題一覧

  • 1

    Polymer-based chemical soil additive shall be less than ___ by weight of soil

    2%

  • 2

    The unsoaked CBR value of treated soil material with Olymer-based chemical soil additive shall be ________ the unsoaked CBR value of untreated same soil material

    greater than

  • 3

    Existing road subbase/base materials shall be scarified by use of grader to a depth of _____ to _____ and shall be stockpiled on both sides of the road.

    150mm, 200mm

  • 4

    If further needed, polymer-based chemical soil additive shall be applied on the subbase/base after it was exposed for ____, provided that after applying the said chemical additive, the first layer of road subbase/base materials which is thoroughly mixed shall be spread immediately.

    24hrs

  • 5

    The dilution rate for the subbase/base shall be ___ part of polymer-based chemical soil additive and ___ parts of water depending on type of soil and application method

    1, 5-9

  • 6

    After the preparation of subbase/base material, it shall be mixed thoroughly and spread by a grader in approximately ___ equal layers.

    2

  • 7

    Rate of dilution in each layer

    1:5 to 1:9

  • 8

    Steel roller shall be used to crush aggregates larger than ____ on the surface of the laid/treated subbase/base course while rubber roller shall follow to smoothen the surface.

    1/2" or 13mm

  • 9

    After _____ of curing, polymer-based chemical soil additive shall be sprayed on the compacted road subbase/base with required dilution in each layer.

    48hrs

  • 10

    Trial sections of the stabilized subbase/base shall be constructed by the contractor at least ____ before the actual subbase/base construction

    2 weeks

  • 11

    Polymer-based chemical soil additive shall be measured by:

    liter