Best Preparations of AACE-PSP Exam 2022 AACE Certification Unlimited 120 Questions [Q71-Q87]

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Best Preparations of AACE-PSP Exam 2022 AACE Certification Unlimited 120 Questions

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NEW QUESTION 71
What problems can a soils engineer deal with on a project?

  • A. Survey error.
  • B. Hidden subsurface conditions.
  • C. Toxic soils.
  • D. Archeological findings.

Answer: B

 

NEW QUESTION 72
Which statement is true?

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

Answer: A

 

NEW QUESTION 73
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?

  • A. 80 lifts
  • B. 5 lifts
  • C. 20 lifts
  • D. 50 lifts

Answer: D

 

NEW QUESTION 74
Constraints control events or activities that __________________.

  • A. Are not based on project relationships.
  • B. Affect only the backward pass.
  • C. Affect only the forward pass.
  • D. May be over-ridden by activity logic.

Answer: D

 

NEW QUESTION 75
If Activity E's duration changes to 4 months, what is the overall duration of the project.

  • A. 22 months.
  • B. 19 months.
  • C. 20 months.
  • D. 21 months.

Answer: C

 

NEW QUESTION 76
How much Total Float does drafting the product manual have?

  • A. 10 workdays.
  • B. 0 workdays.
  • C. 15 workdays.
  • D. 5 workdays.

Answer: A

 

NEW QUESTION 77
Using the "normal" schedule, and assuming you are billing on the last day of the month for previous month and for appropriate partial months, how many invoices will you have for this project?

  • A. 36.
  • B. 40.
  • C. 37.
  • D. 42.

Answer: A

 

NEW QUESTION 78
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?

  • A. 450 lifts
  • B. 45 lifts
  • C. 150 lifts
  • D. 300 lifts

Answer: A

 

NEW QUESTION 79
Which of the following is NOT true?

  • A. Constraints can interfere with the longest path calculation.
  • B. Remaining durations can exceed original durations.
  • C. A network must contain only one Critical Path.
  • D. Multiple calendars can affect the total float calculation.

Answer: B

 

NEW QUESTION 80
What is the relationship depicted between Activity G and Activity H?

  • A. Start-to-start.
  • B. You cannot tell with the supplied information.
  • C. Finish-to-finish.
  • D. Finish-to-start.

Answer: A

 

NEW QUESTION 81
What is the primary difference between the arrow diagramming method (ADM) and the precedence diagramming method (PDM)?

  • A. PDM is a bar chart with network logic, while ADM is a pure logic network.
  • B. ADM is limited to finish-to-start logic relationships, while PDM is not.
  • C. ADM uses arrows, while PDM uses boxes.
  • D. ADM is manual CPM calculations, while PDM is computerized.

Answer: B

 

NEW QUESTION 82
You are developing a detailed critical path schedule for a proposed petrochemical plant. The schedule will become a part of the project baseline document, which will be sent to the company's board of directors for its consideration. What document or resource is likely to be MOST valuable in determining the schedule's work activity durations?

  • A. The cost estimate for the plant prepared by your firm's estimating department.
  • B. The Petrochemical Industry New Plant Task Duration Handbook.
  • C. Critical path schedules prepared by you for similar completed projects.
  • D. Industry publications.

Answer: C

 

NEW QUESTION 83
What is the free float for Activity F?

  • A. 2month.
  • B. 1months.
  • C. 0months.
  • D. 3 months.

Answer: C

 

NEW QUESTION 84
What is the remaining work duration of Active D?

  • A. 8.
  • B. 0
  • C. 4.
  • D. 3.

Answer: C

 

NEW QUESTION 85
Each of the following accurately describes total float in a schedule EXCEPT:

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

Answer: D

 

NEW QUESTION 86
For the late finish for Activity 11001, select the most appropriate response for transitioning from the forward pass.

  • A. 02-19-04.
  • B. EF.11001.
  • C. EF.11001 + 1 day.
  • D. LS.11001 + 25 days.

Answer: A

 

NEW QUESTION 87
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