Unit III Flashcards

(45 cards)

1
Q

Assesses the physical and
chemical properties of the soil.

A

Soil Analysis

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2
Q

Represents the percentage of water content in a
soil (water content)

A

Moisture Content Test

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3
Q

Crucial in determining the load-bearing capacity of the soil

A

Moisture

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4
Q

Obtained by dividing the
weight of a soil sample by
the weight of an equal
volume of water.

A

Specific Gravity Test

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5
Q

Weight of soil particles in a specific volume of soil sample and thus is a
function of void ratio and specific gravity.
Classify the soil as dense,
medium or loose.

A

Dry Density Test for Soil

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6
Q

Determines the essential water content of the soil;

A

Atterberg Limit Test

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7
Q

Densifies soil by reducing air voids

A

Compaction or Proctor’s Test

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8
Q

Developed a combination of
limestone + clay

A

Joseph Aspdin (1824)

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9
Q

Amount of cement to the total volume of aggregate in a concrete mix.

A

Cement-to-aggregate Ratio

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10
Q

The binding agent
. It forms a solid mass when mixed with water

A

Cement

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11
Q

Force that a home must be able
to withstand.
• Wind, earth, and snow loads
must be accommodated by the
structure without causing
catastrophic stress

A

Building Load

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12
Q

A collection of carefully spaced-apart
beams and columns that are used to build
multi story buildings

A

Frame

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13
Q

Are detailed written
descriptions of the work to be performed, the materials to be used, and the quality and performance requirements of those materials and components.

A

Specifications

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14
Q

A detailed written documents in the project manual. They are part of the contract documents and cover
aspects.

A

Construction Specifications

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15
Q

A tender document often
references about the
specific requirements and
construction standards
for various elements of a
project.

A

Technical Specifications

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16
Q

Describe the final results that are
expected from a construction project.

A

Performance Specifications

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17
Q

Requires the use of a single approved product
type for any particular installation.
Used by architects and contractors.

A

Proprietary Specifications

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18
Q

It conveys the requirements of a project through
a detailed explanation of the materials that the
contractor must use

A

Prescriptive Specifications

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19
Q

Commonly used in commercial and residential
work.
Also called as a general spec.
It contains product information but doesn’t
specify which manufacturer must be used

A

General Specifications

20
Q

It covers virtually every aspect of construction in
precise terms including everything down to the
number of screws used to fasten materials
together.

A

Detailed Specifications

21
Q

These are the most common types
and cover things like flooring
materials and steel thickness
requirements for beams and
columns.

A

Standard Specifications

22
Q

Are typically used in more
complicated cases where unique
details might be required (like
installing a specific brand of
windows or doors).

A

Special Specifications

23
Q

The art or knowledge of determining materials quantity and total project cost

A

Quantity Survey

24
Q

Initial calculation to
determine project feasibility.

A

Rough Cost Estimate

25
Conducted once funds are released, based on approved drawings and specifications.
Detailed Estimate
26
Estimates cost based on drawings, specifications, and rates
Quantity Surveyor
27
Prepared for new projects (building, canal, road, etc) Involves both rough cost estimate and detailed estimate
Original Estimate
28
Prepared for ongoing maintenance and repairs. Keeps structures functional and well-maintained
Repair Estimate
29
Prepared when there is 5% diversion in detailed estimates
Revised Estimates
30
Prepared when there is changes with the design of an ongoing project
Supplementary Estimate
31
Determine the current rate per unit of an item at the locality
Rate Analysis
32
Final estimate based on all the available drawings, plans, and blueprints.
Bid Estimate
33
Based on blueprint and building design with specifications
Construction Document Estimate
34
Based on initial project design
Design Development Estimate
35
Based on schematic design
Schematic Estimate Design
36
Before the design. To determine the feasibility of the project
Order of Magnitude Estimate
37
Most popular technique for calculating building costs. It is approach works by figuring out the total cost of the project based on unit costs.
Unit Pricing
38
This technique is for calculating construction costs by entails assessing the whole amount of work required and; Offering a broad estimate
Budget Method
39
Expenses that directly affect the project.
Direct Expenses
40
Are incurred while completing the project but are not applicable to any specific task.
Indirect Expenses
41
This represents the total amount of supplies and labor required to finish a project.
Quantity Takeoffs
42
This represents the overall cost and the number of hours of work necessary to do a task
Labor Hours and Labor Cost
43
The total material expense that the project financier will be responsible for is this
Cost of Materials
44
Expenditures that benefit more than one project objective.
Joint Costs
45
Expenses that have no direct impact on the project's real expenditures.
Indirect Cost