AACE-PSP Dumps To Pass AACE International Exam in 24 Hours – TestKingIT [Q32-Q51]

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AACE-PSP Dumps To Pass AACE International Exam in 24 Hours – TestKingIT

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NEW QUESTION 32
The activity with the most total float is:

Activity I.

Activity C.

Activity F.

Activity D.

NEW QUESTION 33
If drafting of the product manual overruns its planned duration by 5 days, how many days may the manufacturing be delayed without affecting release of the product?

15 days.

10 days.

0 days.

5 days.

NEW QUESTION 34
Using the “crashed” schedule, if you start Activity 2002 on August 12, 2001, what is the finish date for Activity 2002?

09-28-01.

09-08-01.

09-15-01.

09-18-01.

NEW QUESTION 35
Which of the following will NOT affect the total float calculation of a non-resource leveled schedule?

Multiple calendars.

Start and finish constraints.

Preferential logic.

Front end loading.

NEW QUESTION 36
Which activity is drawn in the incorrect position?

Activity G.

Activity E.

Activity C.

Activity D.

NEW QUESTION 37
What is the free float for Activity F?

3 months.

0months.

1months.

2month.

NEW QUESTION 38
Using the “normal” schedule, if you start Activity 7001 on April 1, 2002, and using a 5-day workweek, what the finish date for Activity 7001?

06-11-02.

06-04-02.

06-18-02.

06-05-02.

NEW QUESTION 39
Of the following update procedures, which is the least important in achieving an accurate forecast for completion of a construction schedule?

Estimating remaining durations of activities.

The correct recording of actual start dates.

Making “downstream” logic revisions as required.

Entering the time impacts of delays and change orders.

NEW QUESTION 40
What method offers the best chance of the schedule being used effectively to implement the project in the field?

Issue detailed schedule updates as frequently as possible.

Obtain consent and agreement to the schedule from the key project personnel.

Include detailed and stringent set of scheduling specifications in the contract.

Allow large time contingencies on milestones and completion deadlines.

NEW QUESTION 41
As a change to the network for the current update, activity 6002 is required to begin ten days after the beginning of activity 6001. Which is the simplest logic organization?

A start-to-start relationship with a ten-day lag assigned to activity 6001; activity 6002 will be dependent on activity 6001

A start-to-start to relationship for both activities 6001 and 6002 with a ten-day lag assigned to activity
6002.

A start-to-finish relationship with both activities 6001 and 6002 having a ten-day lag

A finish-to-start relationship with a ten-day lag assigned to activity 6002; activity 6001 will be dependent on activity 6002

NEW QUESTION 42
Why does activity 1001 have two successor activities?

Because the late finish of 1001 and the late start of 7001 require two successors

Because the problem could not effectively work with only one successor

Because there are two defined logic paths for the work

Because the duration of activities 2001, 2002 and 200.f require two successors

NEW QUESTION 43
What is the cycle time?

5 minutes

17 minutes

14 minutes

6 minutes

NEW QUESTION 44
Budgeted cost of work scheduled is _______________________.

The value of the completed work expressed in terms of the budget assigned to that work

The total authorized budget for accomplishing the project scope

The expected total cost of an activity, group of activities or the project

The sum of all budgets for work scheduled to be accomplished within a given time period

NEW QUESTION 45
What is the primary difference between the arrow diagramming method (ADM) and the precedence diagramming method (PDM)?

ADM is limited to finish-to-start logic relationships, while PDM is not.

PDM is a bar chart with network logic, while ADM is a pure logic network.

ADM is manual CPM calculations, while PDM is computerized.

ADM uses arrows, while PDM uses boxes.

NEW QUESTION 46
Activity C is a

Contentious activity.

Continuous activity.

1-day activity.

Milestone.

NEW QUESTION 47
Which of the following types of delay will NOT result in a time extension and additional compensation for a contractor?

Non-excusable delay

Compensable delay

Non-compensable delay

Excusable delay

NEW QUESTION 48
Determine the correct formula and date for the late finish for Activity 9004.

LS.10002 + 1 day -> 11-29-03.

LS.10002^ Lag.7 + i day -> 11-20-03.

LS.10002 – 1 day -> 11-27-03.

LS.10002 – Lag.7 – l day -> 11-20-03.

NEW QUESTION 49
The linear scheduling velocity diagram has the following two-axis:

Location and crew size

Time and location

Time and rate of progress

Time and crew size

NEW QUESTION 50
Which is NOT an industry-recognized methodology for quantifying critical delay?

Gantt Chart.

Periodic Windows.

Collapsed As-Built.

Time Impact.

NEW QUESTION 51
Which of the following are NOT normally included in the project scope statement, either directly or by reference?

Project objectives in terms of cost, schedule and quality measures

Project contract between the contractor and owner

Project justification

Project deliverables

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AACE-PSP Dumps To Pass AACE International Exam in 24 Hours – TestKingIT [Q32-Q51]

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