[Q69-Q92] Verified AACE-PSP dumps Q&As - Pass Guarantee or Full Refund [Dec-2023]

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Verified AACE-PSP dumps Q&As - Pass Guarantee or Full Refund [Dec-2023]

AACE-PSP PDF Dumps | Dec 12, 2023 Recently Updated Questions 

NEW QUESTION # 69
Crane operators require 1 hour prep and 1 hour clean-up and inspection per day. There is only 1 crane operator allocated per crane. Crane operators are not allowed to work more than 8 hours a day. Lunchtime break lasts 1 hour. Assuming a 10 minute cycle time, how many lifts per day can be expected?

  • A. 48 lifts
  • B. 30 lifts
  • C. 36 lifts
  • D. 24 lifts

Answer: C


NEW QUESTION # 70
At the end of month one, did the delay to the parking structure foundation delay the project?

  • A. Yes, by 9 calendar days.
  • B. Yes, by 14 calendar days.
  • C. Yes, by 4 calendar days.
  • D. NO.

Answer: C


NEW QUESTION # 71
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. Critical path schedules prepared by you for similar completed projects.
  • B. The cost estimate for the plant prepared by your firm's estimating department.
  • C. The Petrochemical Industry New Plant Task Duration Handbook.
  • D. Industry publications.

Answer: A


NEW QUESTION # 72
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 doesn't account for interdependent between activities.
  • C. It allows for Precedence Diagramming Method to be used in place of Arrow Diagramming Method.
  • D. It assumes that resources are unlimited.

Answer: D


NEW QUESTION # 73
Which statement is true?

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

Answer: A


NEW QUESTION # 74
How much Total Float does drafting the product manual have?

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

Answer: B


NEW QUESTION # 75
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. Interfering float.
  • C. Total float.
  • D. Free float.

Answer: C


NEW QUESTION # 76
Which of the following documents is most likely to be of the LEAST value to a planner/scheduler when planning a contractor's baseline critical path schedule for the construction of a large high-clearance bridge located very near an airport? The contractor has been awarded the contract.

  • A. The project plans and specifications
  • B. The government's report on future high-clearance bridge projects
  • C. The project geotechnical report
  • D. The regulations published by the government aviation agency

Answer: B


NEW QUESTION # 77
The linear scheduling velocity diagram has the following two-axis:

  • A. Time and crew size
  • B. Time and rate of progress
  • C. Time and location
  • D. Location and crew size

Answer: B


NEW QUESTION # 78
Determine the correct formula and date for the late finish for Activity 2001.

  • A. LF.2001 - 1 day -> 08-28-01.
  • B. LS.2002 + 1 day -> 08-30-01.
  • C. LS.2002- 1 day-> 08-29-01.
  • D. LS.2002 - 1 day -> 08-28-01.

Answer: D


NEW QUESTION # 79
What is the primary difference between the arrow diagramming method (ADM) and the precedence diagramming method (PDM)?

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

Answer: A


NEW QUESTION # 80
How could the structural steel drawing delay have been prevented?

  • A. Release the structural steel for fabrication concurrent with review of structural steel shop drawings.
  • B. Allow adequate time for review and resubmittal in the baseline schedule.
  • C. Switch to post-tensioned concrete construction.
  • D. Add a time buffer at the end of structural steel activities.

Answer: D


NEW QUESTION # 81
Using the "normal" schedule, given Activity 3001 and the relationship with Activity 4001, what is indicated?

  • A. The activities run concurrently.
  • B. These activities are concurrent with Activity 4001 starting 15 days after the start of Activity 3001.
  • C. These activities are concurrent with Activity 4001 starting 15 days earlier than the start of Activity 3001.
  • D. The activities occur in series with a 15-day lag.

Answer: D


NEW QUESTION # 82
What owner action could have mitigated the late completion of the project?

  • A. Hire a more senior project manager.
  • B. Use a procurement agent to monitor and expedite equipment deliveries.
  • C. Self-perform more of the work.
  • D. Prepare better structural steel drawings.

Answer: B


NEW QUESTION # 83
If a cost estimate assumes that 240 hours will be expended on a given activity, and the projected crew size expected to perform that activity is 5 personnel working and 8-hour workday, what is the calculated duration for the activity?

  • A. 5 days
  • B. 4 days
  • C. 8 days
  • D. 6 days

Answer: D


NEW QUESTION # 84
The activity with the most total float is:

  • A. Activity D.
  • B. Activity I.
  • C. Activity C.
  • D. Activity F.

Answer: B


NEW QUESTION # 85
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. 20 lifts
  • B. 5 lifts
  • C. 80 lifts
  • D. 50 lifts

Answer: D


NEW QUESTION # 86
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. 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. Can be positive or negative.

Answer: C


NEW QUESTION # 87
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. The series of activities having the least amount of total float.
  • C. Changed by redefining the network logic or changing activity durations or both.
  • D. Frequently defined as the shortest path through the schedule.

Answer: D


NEW QUESTION # 88
What does the narrow band at "Y" represent?

  • A. Activity inactivity.
  • B. You cannot tell with the information supplied.
  • C. Resource limitation period.
  • D. A rework period.

Answer: A


NEW QUESTION # 89
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?

  • A. 18 work days
  • B. 7 work days
  • C. 8 work days
  • D. 15 workdays

Answer: C


NEW QUESTION # 90
What is the remaining work duration of Active D?

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

Answer: C


NEW QUESTION # 91
An early start constraint dictates

  • A. The planned start of an activity.
  • B. An activity's remaining duration.
  • C. The planned start of a successor activity
  • D. The actual start of an activity.

Answer: C


NEW QUESTION # 92
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