ConsMat and ConsMeth Flashcards

(112 cards)

1
Q

True or False

Workability of concrete is measured by Vicat Test.

A

False

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2
Q

Test to measure the consistency of concrete.

A

Slump Test

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3
Q

Materials that are added to a concrete mix to change certain properties of the concrete such as retarding setting time, reducing water requirements, or making the concrete easier to work with.

A

Admixtures

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4
Q

Materials used as filler in concrete; may include mixtures of sand, gravel, crushed stone, crushed gravel, or blast-furnace slag.

A

Aggregates

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5
Q

a person or company that agrees to manage a project, especially a building project
,and provide materials and workers, and that might employ subcontractors to
do parts of the work

A

General Contractor

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6
Q

a type of contractor. They work on a
contractual basis, and they also offer a particular set of skills which they
perform for customers.

A

Subcontractor

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7
Q

the very first step in site preparation. The entire site must be in a graded and cleared condition. The case involves the demolishing of buildings, the removal of trees, and eliminating any underground infrastructures.

A

Site Clearing

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8
Q

most common type of masonry pattern

Since the courses alternate, with centers alternating from course to course, the pressure works down to offer stability.

A

Running Bond

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9
Q

the bricks are literally stacked on top of each
other and held by mortar. It can look effective, but there’s no strength in the wall.

A

Stack Bond

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10
Q

A temporary endeavor undertaken to create a unique product, service, or result

A

Project

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11
Q

One who has the legal right or title to a piece of property. The client who funds the project in accordance to whatever structure/facility he/she envisions for his/her land

A

Project Owner / Developer

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12
Q

One who undertakes responsibility for the performance of construction work, including the provision of labor and materials, in accordance with plans and specifications and under a contract specifying cost and schedule for completion of the work

A

General Contractor

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13
Q

A person or organization who has a direct contract with a general contractor to perform a portion of the work at the site. They usually undertake supply or specialty services.

A

Subcontractor

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14
Q

The Client looks for a Land to purchase that is
appropriate for his Envisioned Project

A

Land Acquisition

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15
Q

The Client creates a Value Proposition for his Project

A

Project Conceptualization

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16
Q

he Client engages Consultants to start Planning the Project. Starts w/ Schematic Design, then Detailed Design and ends at Contract Documentation

A

Project Planning

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17
Q

The General Contractor constructs the project as planned ensuring targets are met

A

Project Implementation

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18
Q

The General Contractor hands over project to the Client for acceptance. Defects Liability Period starts at this stage

A

Project Delivery

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19
Q

Beyond the DLP, the Client/ Condo Corp/ Estate Manager take on warranty servicing for the building

A

After Sales

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20
Q

refers to buildings usually used as residential condominium, offices, commercial,institutional like schools/campuses, power plants, hospitals,etc

A

Vertical Project

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21
Q

refers to construction of subdivision developments, roads and infrastructure projects (public and private sector) like bridges, water distribution, power distribution, sewerage systems, etc.

A

Horizontal Project

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22
Q

“the application of knowledge, skills, tools and techniques to project activities to meet project
requirements.”

A

Project Management

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23
Q

defining and controlling what is and is not included in the project

A

Project Scope Management

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24
Q

managing timely start and completion of the project

A

Project Time Management

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25
establishing cost of resources needed to complete the project, including the effect of project decisions on the subsequent reccuring cost of using, maintaining, and supporting the product, service, or result of the project”
Project Cost Management
26
“determining quality policies, objectives, and responsibilities so that the project will satisfy the needs for which it was undertaken”
Project Quality Management
27
“organizing, managing, and leading project team”
Project Human Resource Management
28
“creating a bridge between diverse stakeholders involved in a project, connecting various cultural and organizational backgrounds, different level of expertise, and various perspectives and interests in the project execution or outcome ”
Project Communication Management
29
increasing the probability and impact of positive events, and decreasing the probability and impact of negative events in the project”
Project Risk Management
30
“managing contract and change control processes required to develop and administer contracts or purchase orders issued by authorized project team members”
Project Procurement Management
31
“Project Stakeholder Management includes the processes required to identify all people or organizations impacted by the project, and developing appropriate management strategies for effectively engaging stakeholders in project decisions and execution.”
Project Stakeholder Management
32
“making choices about resource allocation, making trade-offs among competing objectives and alternatives, and making the interdependencies among the project management knowledge areas.”
Project Integration Management
33
a formulated and especially detailed method by which a thing is to be done’
Plan
34
‘the determination and communication of an intended course of action incorporating detailed methods showing time, place and the resources required’
Planning
35
‘the creative and demanding mental activity of working out what has to be done, how, and when, by whom, and with what, i.e. doing the job in the mind’
Planning
36
‘a decision making process performed in advance of action which endeavors to design a desired future and effective ways of bringing it about’
Planning
37
The determination of the timing and sequence of operations in the project and their assembly to give the overall completion time
Scheduling
38
represents a mutually binding agreement that obligates the seller to provide something of value
Contract
39
means acquiring goods and/or services from an outside source
Procurement
40
obtaining quotations, bids, offers, or proposals as appropriate
Solicitation
41
determining what to procure and when
Procurement Planning
42
documenting product requirements and identifying potential sources
Solicitation Planning
43
choosing from among potential vendors
Source Selection
44
documenting product requirements and identifying potential sources
Contract Administration
45
completion and settlement of the contract
Contract Close-out
46
involve a fixed total price for a well-defined product or service
FIXED-PRICE OR LUMP-SUM
47
involve payment to the seller for direct and indirect costs
Cost-reimbursable
48
hybrid of both fixed-price and cost-reimbursable, often used by consultants
TIME AND MATERIAL CONTRACTS
49
require the buyer to pay the seller a predetermined amount per unit of service
Unit Price Contracts
50
the buyer pays the seller for allowable performance costs plus a predetermined fee and an incentive bonus
COST PLUS INCENTIVE FEE (CPIF):
51
the buyer pays the seller for allowable performance costs plus a fixed fee payment usually based on a percentage of estimated costs
COST PLUS FIXED FEE (CPFF):
52
the buyer pays the seller for allowable performance costs plus a predetermined percentage based on total costs
COST PLUS PERCENTAGE OF COSTS
53
is a description of the work required for the procurement
Statement of Work
54
is the planning stage a construction project before the actual construction begins.
Pre-construction stage
55
is the stage where the actual project is executed.
Construction Stage
56
is the last stage of the project. This is after the project has been handed over to the client. The stage where all contracts to subcontractors are closed. Often called as the postcon stage.
Postconstruction stage
57
defines the approaches, tools, and data sources that will be used to perform risk management on the project
Methodology
58
defines the lead, support, and risk management team members for each type of activity in the risk management plan, and clarifies their responsibilities
Roles and Responsibilities
59
Estimates funds needed, based on assigned resources, for inclusion in the cost baseline and establishes protocols for application of contingency and management reserves
Budgeting
60
Defines when and how often the risk management processes will be performed throughout the project life cycle, establishes protocols for application of schedule contingency reserves, and establishes risk management activities for inclusion in the project schedule.
Timing
61
The project manager working with the project team and project sponsors will ensure that risks are actively identified, analyzed, and managed throughout the life of the project
Process
62
will involve the project team, appropriate stakeholders, and will include an evaluation of environmental factors, organizational culture and the project management plan including the project scope
Risk Identification
63
A Risk Management Log will be generated and updated as needed.
Risk Identification
64
All risks identified will be assessed to identify the range of possible project outcomes
Risk Analysis
65
exists between two activities when the start of one activity (or finish) depends physically on the finish (or start) of another activity.
Logical Relationship
66
is when you can theoretically do two tasks at the same time, but you schedule one as a predecessor of the other because of resource (labor, equipment) limitation.
Resource constraint
67
Project’s Start Date and Project’s Contractual Finish Date
Project Constraint
68
These can be used when an activity is subject to a (mostly subjective) constraint such as approval of an owner or a government agency, funding availability, or even workspace availability.
Activity constraints
69
is a logical and chronological graphic representation of the activities (and events) composing a project.
Network
70
is an algorithm for scheduling a set of project activities.
Critical Path Method
71
is the sequence of project network activities which add up to the longest overall duration. This determines the shortest time possible to complete the project.
Critical Path
72
s minimizing the fluctuations in day-to-day resource use throughout the project. It is usually done by shifting noncritical activities within their available float
Resource Leveling
73
are special structures that are not part of the base buildings.
Amenities and Landscapes
74
refers to the process of removing soil, rock, or other materials from a site, typically for the purpose of constructing a building, infrastructure, or other type of project.
Excavation
75
It involves digging, scraping, or otherwise removing earth from the ground to create a space or foundation for a structure
Excavation
76
This involves the removal of the exposed layer of the earth’s surface, including any vegetation or decaying matter which could make the soil compressible and therefore unsuitable for bearing structural loads.
Topsoil Excavation
77
Excavation of material other than topsoil, rock, or artificial hard materials
soil excavation
78
This is the removal of material that cannot be excavated without using special excavation methods such as drilling (by hand or with heavy machinery) or blasting with explosives.
Rock Excavation
79
This is the removal of excessively wet material and soil that is unsuitable for stockpiling
Muck Excavation
80
This is the removal of a combination of the above materials, where it is difficult to distinguish between the materials encountered.
Unclassified Excavation
81
Excavation carried out manually using hand tools
Manual Excavation
82
makes use of heavy machinery that primarily involve hydraulic power such as excavators, backhoes and dump trucks to remove rocks, soil, and other materials
Mechanical Excavation
83
involves the process of combining a vacuum with high-pressure water or air to remove unwanted material, such as dirt, mud, and slurry, usually from around underground utilities without damaging the pipework, power lines, or cabling.
Vacuum excavation
84
Ensure the work is progressing as per the approved schedule and contractual requirements
Project Manager
85
Responsible for planning, organizing, and carrying out of the works in accordance with project requirements and monitor the progress of works
Construction Manager
86
Responsible for carrying out the work in accordance with project requirements.
Project Engineer
87
Ensure that the works are carried out as per approved Method Statement and Specifications
QC Engineer
88
Responsible for planning, coordinate and implement issues and directives within the organization and ensures safe environmental working conditions for all employees . Enforces safety procedures in accordance with the approved HSE Plan
HSE Manager
89
Ensure that the works are carried in a safe manner. Provides safety toolbox tasks and monitor the work safety conditions.
HSE Officer
90
To carry out the works as instructed by the Project Engineer and monitor the work force.
Foreman
91
Execute the work as instructed by the Supervisor/Foreman.
Workers
92
These are generally used for smaller depths of excavations in small areas or excavation with existing utilities or restricted spaces where manual excavation is required.
Hand Tools
93
combines a vacuum with high-pressure water to safely loosen and reduce the strength of soil, making it easy to vacuum out of the area and into the tank
Hydro Vacuum Excavation
94
is the process of cutting back at an angle inclined away from the excavation.
Sloping
95
is a method in which the sides of the excavation are formed in one or more series of steps or levels in order to prevent them from collapsing
Benching or Terracing
96
is intended to protect the workers from cave-ins and similar incidents
Shielding
97
typically required to provide lateral soil support when an excavation is constructed
Shoring
98
is often used in areas where there is a risk of sinkholes forming
Chemical Grouting
99
uses hydraulic jacks to support sides of excavation
Hydraulic Shoring
100
performs similar to hydraulic shoring, except that it utilizes air pressure instead of hydraulic pressure
Pneumatic Shoring
101
formed by constructing overlapping (secant) concrete piles.
Secant Pile Shoring
102
Tangent Piles are constructed such that there is no overlap as the piles are constructed next to each other.
Tangent Pile Shoring
103
Contiguous Pile Shoring Contiguous Pile Shoring consist of piles arranged in line with small gap between the piles.
Contiguous Pile Shoring
104
tower and maintain the groundwater levels sufficiently below the excavation dig levels to facilitate stable and dry working platforms.
Dewatering
105
s one of the simplest dewatering techniques, whereby the groundwater is allowed to seep into the excavation via drains or trenches leading into sump pits.
Sump pumping
106
system consists of an array of bored wells pumped by submersible pumps installed near the base of each well.
Deep well
107
is a durable surface material laid down on an area intended to sustain vehicle traffics
Pavement
108
is the native material underneath a constructed road
Subgrade
109
Layer of granular material provided in between the subgrade and the base course
Sub-base Course
110
Considered as the most important and major component of road structure because this course is to bear the impact of traffic transferred through the wearing course
Base Course
111
The topmost layer of the road pavement directly exposed to traffic
Surface
112