PERT Flashcards

CPM

1
Q

are recently developed numerical techniques which construction management can use as an aid in planning, scheduling and controlling the building of any type of project.

A

Critical path method (CPM) and the project evaluation & review technique

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2
Q

Each operation of a project is performed in only one way.

A

CPM I

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3
Q

Alternate methods are considered for performing some or all the operations of the project.

A

CPM II

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4
Q

is the deciding of WHAT should be done.

A

Planning

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5
Q

is the determining of WHEN operation should be done.

A

Scheduling

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6
Q

was developed in the late 1950s by Morgan R. Walker of DuPont and James E. Kelley Jr. of Remington Rand, Kelley and Walker related their memories of the development of CPM in 1989.

A

a project modeling technique

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7
Q

is a widely used project management tool that uses network analysis to help project managers to handle complex and time-sensitive operations.

A

Critical Path Analysis (“CPA”)

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8
Q

is a step-by-step project management technique for process planning that defines critical and non-critical tasks with the goal of preventing time-frame problems and process bottlenecks.

A

Critical Path Method (CPM)

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9
Q

chart is a project management tool used to schedule, organize, and coordinate tasks within a project.

A

PERT (Program Evaluation Review Technique)

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10
Q

involves setting the objectives of the project

A

Planning

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11
Q

Based on the time estimates, the start and finish times for each activity are worked out by applying forward and backward pass techniques, critical path is identified, along with the slack and float for the non-critical paths.

A

Scheduling

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12
Q

refers to analyzing and evaluating the actual progress against the plan. Re allocation of resources, crashing and review of projects with periodical reports are carried out.

A

Controlling

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13
Q

can be replanned, rescheduled and resources for them can be reallocated flexibly, without affecting the whole project.

A

Non-critical activities

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14
Q

is a graphical process which management can use as an aid in planning and scheduling operations in a project.

A

Critical Path Method

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15
Q

is a graph of operations

A

CPM

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16
Q

is called a DUMMY OPERATION.

A

Dashed Arrow

17
Q

requires no time. It is merely a device to identify a dependence among operations.

A

Dummy Operation

18
Q

The CPM graph for the project is called the ARROW NETWORK. It is constructed on an “operation-by-operation” basis

A

Arrow Networking

19
Q

represents an action and consumption of resources (time, money, energy) required to complete a portion of a project. Activity is represented by an arrow

A

Activity

20
Q

will always occur at the beginning and end of an activity. The event has no resources and is represented by a circle

A

Event

21
Q

The direction of the arrows on the lines indicates the sequence of tasks. The task between nodes 0, 1, 2, 4 & 5 must be completed in sequence.

A

DEPENDENT or SERIAL TASKS

22
Q

The task between NODES 1 & 2, NODES 1 & 3 are not dependent on the completion of one to start the other and can be undertaken simultaneously. The tasks are called

A

PARALLEL OR CONCURRENT TASK

23
Q

Tasks that must be completed in sequence but that don’t require resources or completion time are considered to have event dependency.

A

Dummy activities

24
Q

are nodes and represent events or milestones.

A

Numbered rectangles / circles

25
Q

represent dependent tasks that must be completed sequentially.

A

Directional arrows

26
Q

indicate possibly concurrent tasks.

A

Diverging arrow direction

27
Q

indicate dependent tasks that do not require resources.

A

Dotted lines

28
Q

One or more activities can start and end simultaneously at an event.

A

Merge and Burst Events

29
Q

Activities performed before given events

A

preceding activities

30
Q

activities performed after a given event

A

succeeding activities

31
Q

is the spare time available when all preceding activities occur at the earliest possible times and all succeeding activities occur at the latest possible times.

A

TOTAL FLOAT

32
Q

is the spare time available when all preceding activities occur at the earliest possible times and all succeeding activities occur at the earliest possible times.

A

FREE FLOAT

33
Q

an activity is the duration that it can slip without delaying the next activity or the project end date

A

Float (also known as Slack)

34
Q

in a network schedule diagram is the network path with longest total duration

A

Critical path

35
Q

is laying out of the actual jobs of the project in the time order in which will have to be performed.

A

Scheduling

36
Q

is also called a Gantt chart since it was developed by Henry Gantt in 1920s.
- It is one of the most popular and widely used techniques for planning and scheduling activities because the graphical representation of a bar chart makes it easy to read and understand

A

BAR CHART

37
Q

chart uses arrows and lines to tie the activities and subsequent items, specifying the successors and predecessors of every activity.

A

linked bar

38
Q

is fine for manual computation

A

Project time

39
Q

which converts project days into calendar dates is very useful.

A

Project calendar