Scheduling Quiz (other Way) Flashcards

1
Q

A single element or single item of work.

A

Activity

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2
Q

The time required to complete a single activity. It may be expressed in any convenient time unit such as minutes, hours, working days, calendar days etc.

A

Activity Duration Time

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3
Q

Form of schedule presentation in which activities and their duration’s are plotted on a horizontal time line. Probably the most frequently used form of schedule in the construction industry.

A

Bar Chart

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4
Q

Any day of the year including working days, weekends or holidays.

A

Calendar Day

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5
Q

An analysis of the cash income and cash disbursement requirements for a project.

A

Cash Flow Projection

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6
Q

A non-working activity that restricts the start and finish of other activities (arrival of spring weather so that site work may start).

A

Constraint

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7
Q

The longest (in terms of time) path or sequence of activities from start to finish of a network diagram. An activity is critical if it has zero float, and must start and finish on time in order not to affect the total duration of a project.

A

Critical Path

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8
Q

Earliest time an activity may finish without affecting the early start of any following activities. It is equal to the early start time plus the duration of the activity.

A

Early Finish Time

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9
Q

Earliest time an activity may start without interfering with the preceding activity(s). Calculated as the highest total of all times coming into an activity on the “forward pass” through a network diagram.

A

Early Start Time

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10
Q

The amount of time an activity may be delayed without affecting any following activity(s). It is calculated as the difference between the early finish of an activity and the earliest of the early start of any following activity.

A

Free Float

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11
Q

Latest time an activity may finish without affecting the late start time of any following activities. It is equal to the late start time plus the duration of an activity.

A

Late Finish Time

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12
Q

Latest time an activity may start and be completed without affecting any subsequent activities. Calculated as the lowest total of all times coming into an activity on the “backward pass” through a network diagram.

A

Late Start Time

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13
Q

A histogram depicting the manpower requirements for a project.

A

Manning Chart

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14
Q

A diagram used to depict activities and their logical interrelationships. Network diagrams are usually associated with CPM schedules.

A

Network Diagram

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15
Q

Schedule in which the key dates for major operations (floor pours, precast installation) are shown against a pictorial presentation of the project.

A

Pictorial Schedule

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16
Q

A management tool used to plan and control the activities required to construct a project.

A

Project Schedule

17
Q

A graphical representation of the resource requirements for a project (labour, equipment, money).

A

Resource Histogram

18
Q

A technique used to “balance” the resource requirements for a project by shifting the start time of activities that have either total float or free float.

A

Resource Leveling

19
Q

The amount of time an activity may be delayed without affecting the total project duration or critical path. It is the difference in time between the early start time and late start time of an activity.

A

Total Float

20
Q

Time required to complete the entire project. Equal to the sum of all activity duration’s on the “critical path”

A

Total Project Duration

21
Q

Any day during which a regular amount of work (8 hours) on a project may take place. Usually includes weekdays but not holidays or weekends.

A

Working Day