AACE-PSP 시험 - AACE실제시험문제와 답 - 120문항

Question No : 1

Which of the following phases does NOT describe the commonly accepted construction life cycle?

A.Claims and disputes phase.
B.Installation phase.
C.Planning and design phase.
D.Turnover and start-up phase.

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Question No : 2

Which statement is true?

A.Where compensability cannot be established, excusability is assumed.
B.Where compensability can be established, excusabltity cannot be assumed.
C.Where compensability cannot be established, excusability is a given.
D.Where compensability can be established, excusability is assumed.

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Question No : 3

You are retained by a contractor who asks you to perform a simple as-planned versus as-built analysis (APAB) of a large hydro-electric dam project that took more than five years to complete. Your analysis will form the basis of a change order that requests a time extension. You suggest using a different methodology for quantifying the delay.
Which of the following reasons for recommending a different analysis does NOT apply to a simple APAB analysis?

A.Not suitable for complicated projects with multiple planned critical paths.
B.Accuracy is increased by inserting delaying events into the as-planned schedule.
C.Not suitable for projects with long durations.
D.Less accurate as the analysis advances through the project.

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Question No : 4

Which of the following will NOT affect the total float calculation of a non-resource leveled schedule?

A.Multiple calendars.
B.Start and finish constraints.
C.Preferential logic.
D.Front end loading.

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Question No : 5

If after calculating a schedule an activity exhibits negative total float, which of the following is certain? The activity

A.Is a milestone.
B.It is on the critical path.
C.Was completed in the past.
D.Has yet to be completed.

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Question No : 6

In its simplest form, what is the main drawback of critical path method scheduling?

A.It requires a backward pass to calculate late dates.
B.It assumes that resources are unlimited.
C.It doesn't account for interdependent between activities.
D.It allows for Precedence Diagramming Method to be used in place of Arrow Diagramming Method.

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Question No : 7

The amount of time that an activity can be delayed from its early start date without delaying project completion is called

A.Negative float.
B.Free float.
C.Total float.
D.Interfering float.

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Question No : 8

Each of the following accurately describes total float in a schedule EXCEPT:

A.The amount of time an activity can be delayed without delaying the overall project completion time.
B.Can be positive or negative.
C.The amount of time an activity can be delayed without delaying the start or occurrence of any other activity or event in the network.
D.Computed for an activity by subtracting its early finish from its late finish, or its early start from its late start.

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Question No : 9

In analyzing a logical chain of activities in a critical path method (CPM) schedule, what do differing total float values within that chain typically indicate?

A.The schedule has too much detail to reflect an accurate critical path.
B.Different calendars are assigned to certain activities in the logical chain.
C.The schedule is projecting an "early completion".
D.Certain activities in the critical path have no successors.

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Question No : 10

All the following describe the critical path of a schedule EXCEPT:

A.Determined by network logic and is the chain of activities that controls the overall project completion time.
B.Frequently defined as the shortest path through the schedule.
C.Changed by redefining the network logic or changing activity durations or both.
D.The series of activities having the least amount of total float.

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Question No : 11

Project delays are best analyzed

A.After either the contractor or the owner acknowledges ^responsibility for the delay.
B.Contemporaneously with the delay.
C.By an expert after the project is finished when complete records are available and the impact is known.
D.Late in the project.

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Question No : 12

When resource leveling craft labor for a critical path schedule, the scheduler

A.Must consider breaks in continuity of work for subcontractors, thereby possibly incurring additional subcontractor mobilization and demobilization costs.
B.Can depend on the results of the resource leveling operation to reflect a useful realignment of all schedule activities without 'further analysis.
C.Need not consider its effects, as it is a theoretical concept with limited application to construction projects.
D.Need only consider the non-union crafts persons.

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Question No : 13

Resource planning must take all of the following into account except for

A.Types of materials, equipment and labor skills required to complete the project.
B.Earned value techniques established for the project.
C.Time available to complete the project.
D.Cash flow (expenditure) limitations for completing work on the project.

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Question No : 14

Under which circumstance should one perform resource-leveling calculations?

A.When the contract contains a provision for float-banking.
B.When you believe that known resource limitations may override schedule logic.
C.Never, unless required by the contract.
D.When the schedule is resource-loaded.

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Question No : 15

Which letter of the alphabet best approximates the graphical shape of a project's cumulative cost baseline, or budgeted cost of work scheduled?

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