what is the symbol of a low plasticity silt?
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ML
when is special inspection not required for concrete construction?
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continuous concrete footings supporting walls of light frame construction,
foundation walls designated using table 1807.1.6.2 in the IBC
isolated spread concrete footings when one-to- three- story buildings are
fully supported on soil or rock
,what needs to be done if a high clay or silty material is too wet and pumping?
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it will have to be scarified and dried out or replaced with a more suitable
soil
what does the 2012 special inspection manual indicate?
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the duties of a special inspector include tasks to complete before arriving
on the job site, tasks during inspection, and tasks to complete after the last
inspection
Who hires the Special inspector?
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The Owner or Registered Design Professional in Responsible Charge acting
as the owner's agent.
when materials are not referenced in the IBC are they allowed to be used?
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, yes if approved my the building official
site-stabilization techniques
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remove and replace soil
chemical and water injection
vertical foundation moisture barriers
horizontal foundation moisture barriers
who prepares the statement of special inspections?
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the RDP in responsible charge
an engineer or architect
what does the project owner do?
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supplies funds
approves the design and employs all who works on a project
, when is a fill considered to be oversized?
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when 30% or more of the material is larger than 3/4 inch in size. A proctor
cannot be performed on this kind of material
Types of slope stability
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Drainage
slope reduction or flattening
structural solutions
chemical stabilization
what should the lift thickness be for clay soils?
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8-9 inches which will compact to about 6 inches
prior to placing fill how deep should the existing ground surface be scarified to?
Give this one a try later!
Give this one a try later!
ML
when is special inspection not required for concrete construction?
Give this one a try later!
continuous concrete footings supporting walls of light frame construction,
foundation walls designated using table 1807.1.6.2 in the IBC
isolated spread concrete footings when one-to- three- story buildings are
fully supported on soil or rock
,what needs to be done if a high clay or silty material is too wet and pumping?
Give this one a try later!
it will have to be scarified and dried out or replaced with a more suitable
soil
what does the 2012 special inspection manual indicate?
Give this one a try later!
the duties of a special inspector include tasks to complete before arriving
on the job site, tasks during inspection, and tasks to complete after the last
inspection
Who hires the Special inspector?
Give this one a try later!
The Owner or Registered Design Professional in Responsible Charge acting
as the owner's agent.
when materials are not referenced in the IBC are they allowed to be used?
Give this one a try later!
, yes if approved my the building official
site-stabilization techniques
Give this one a try later!
remove and replace soil
chemical and water injection
vertical foundation moisture barriers
horizontal foundation moisture barriers
who prepares the statement of special inspections?
Give this one a try later!
the RDP in responsible charge
an engineer or architect
what does the project owner do?
Give this one a try later!
supplies funds
approves the design and employs all who works on a project
, when is a fill considered to be oversized?
Give this one a try later!
when 30% or more of the material is larger than 3/4 inch in size. A proctor
cannot be performed on this kind of material
Types of slope stability
Give this one a try later!
Drainage
slope reduction or flattening
structural solutions
chemical stabilization
what should the lift thickness be for clay soils?
Give this one a try later!
8-9 inches which will compact to about 6 inches
prior to placing fill how deep should the existing ground surface be scarified to?
Give this one a try later!
