Unique Top-selling AACE-PSP Exams – New 2022 AACE International Pratice Exam [Q46-Q67]

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Unique Top-selling AACE-PSP Exams – New 2022 AACE International Pratice Exam

AACE Certification Dumps AACE-PSP Exam for Full Questions – Exam Study Guide

NO.46 Which of the following project planning situations is the most frequent contributor to cost overruns?

lack of detailed planning for operational start-up

Insufficient planning for change management

Inappropriate definition of work breakdown structure

Inadequate definition of scope at the estimate (budget) stage

NO.47 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

NO.48 Each column must be poured in one day. Each column requires 2,000 cubic feet of concrete. The lift bucket has a capacity of 40 cubic feet. How many lifts will be required per column pour?

80 lifts

50 lifts

5 lifts

20 lifts

NO.49 Project schedules help control all of the following EXCEPT for_____________________.

Quality

Cost

Resources

Time

NO.50 The activity with the most total float is:

Activity I.

Activity C.

Activity F.

Activity D.

NO.51 Total float is defined as the amount of time an activity can be delayed without impacting

The overall project completion

The buoyancy of a successor activity

The next activity

The end of that activity

NO.52 If all other work proceeds according to the Baseline plan, how many times will the critical path change?

Does not change.

NO.53 Time-scaled logic diagrams are

Only calculated using a computer.

The same as a pure-logic diagram.

Used to calculate the most probable activity duration.

Logic networks that are drawn to match the calendar.

NO.54 Assuming a total of 30 lifts per crane per day, what is the maximum number of lifts that could be accomplished using 3 small tower cranes over a 5-day period?

450 lifts

300 lifts

45 lifts

150 lifts

NO.55 Why does activity 11001 not show successor activities?

The early finish and late finish are circular

It is the penultimate work required for the project

The scheduler forgot to add the successor activities

It is the final activity for the required work for the project

NO.56 Which of the following is NOT required when initially planning a project?

Resource Identification and leveling.

The duration of each task.

A schedule that identifies tasks required on a project.

Logical relationships between the tasks.

NO.57 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.

NO.58 Determine the correct formula and date for the late start for Activity 9001.

The early finish is required in order to determine the answer.

LS.6001 Dur.6001 -> 11-20-02.

There is insufficient data provided to calculate the answer.

LF.9001 Dur.9001 -> 11-20-02.

NO.59 Midway through the project you received an executed change order for this project, adding thirty-three days to the contract for weather delays. In its simplest form, how would your next project update display the changed condition?

After Activity 1000, add a new Activity 1050 with a start-to-start relationship to Activity 1000, and tie the end of this new activity with a finish-to-finish relationship to the final activity of the project.

After Activity 1000, add a new Activity 1010 with a finish-to-start relationship to Activity 1000, and tie the end of this new activity with a finish-to-start relationship to the final activity of the project.

After Activity 1001, add a new Activity 1011 with a finish-to-start relationship to Activity 1000, and tie the end of this new activity with a finish-to-start relationship to the final activity of the project.

NO.60 What is the remaining work duration of Active D?

NO.61 Determine the driving activity for Activity 10001.

Activity 11001.

Activity 10002.

Activity 9005.

There is no driving activity for Activity 10001 in the backward pass.

NO.62 What method would be the best way to determine the most likely as-built critical path of a project that is underway, and the schedule of which has been partially progressed?

Use the progressed portion of the critical path of all the updates previous to the current update.

Use the progressed portion of the critical path of the baseline schedule.

Interview the project personnel for their perceptions and opinions because the schedule is usually inadequate.

Use the forward-looking critical path of the most current updates.

NO.63 Determine the correct formula and date for the late start for the Activity 11001:

LF.1001 + DUR.10001 -> 01-14-04.

LF.11001 – Dur.11001 -> 01-16-04.

LF.11001 – 27 days + 1 day -> 01-14- 04.

LF.10001 + 1 day -> 01-16-04.

NO.64 The amount of time that an activity can be delayed from its early start date without delaying project completion is called

Negative float.

Free float.

Total float.

Interfering float.

NO.65 Project delays are best analyzed

After either the contractor or the owner acknowledges ^responsibility for the delay.

Contemporaneously with the delay.

By an expert after the project is finished when complete records are available and the impact is known.

Late in the project.

NO.66 Assuming that you had only one crane capable of 30 lifts per day, 3 column pours requiring 28 lifts each, plus associated assorted work requiring an additional 150 lifts, what is the minimum planned working duration for this work?

8 work days

18 work days

7 work days

15 workdays

NO.67 What was the original planned duration for Activity A through Activity G?