AACE-PSP Exam Preparation Material with New AACE-PSP Dumps Questions AACE-PSP 2024 Training With 120 QA's The PSP certification exam is a rigorous and comprehensive test that covers a wide range of topics related to project planning and scheduling. AACE-PSP exam is designed to evaluate the candidate's ability to apply industry-standard techniques and best practices in the planning and scheduling of [...]

AACE-PSP Exam Preparation Material with New AACE-PSP Dumps Questions [Q52-Q74]

Share

AACE-PSP Exam Preparation Material with New AACE-PSP Dumps Questions

AACE-PSP 2024 Training With 120 QA's


The PSP certification exam is a rigorous and comprehensive test that covers a wide range of topics related to project planning and scheduling. AACE-PSP exam is designed to evaluate the candidate's ability to apply industry-standard techniques and best practices in the planning and scheduling of projects. AACE-PSP exam covers topics such as project planning, scheduling, progress monitoring, and analysis, as well as cost and risk analysis.

 

NEW QUESTION # 52
Which of the following phases does NOT describe the commonly accepted construction life cycle?

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

Answer: B


NEW QUESTION # 53
Activity 1001 started on the scheduled date but has slipped 10 days. Activity 10002 will slip 35 days. All remaining activities retain their original duration. What is the revised completion date?

  • A. 03-21-04
  • B. 03-20-04
  • C. 02-19-04
  • D. 03-11-04

Answer: D


NEW QUESTION # 54
In order for a claimant to be entitled to an extension of contract time for a delay event (and further to be considered compensable):

  • A. The delay must be concurrent with the delay attributable to both parties.
  • B. The delay must affect the critical path.
  • C. The delay must affect the contractor's planned construction schedule.
  • D. The delay must not cause monetary harm to the defendant.

Answer: B


NEW QUESTION # 55
Which of the following is NOT a tool or technique used to perform scope planning?

  • A. Benefit cost analysis.
  • B. Expert Judgment.
  • C. Alternatives identification.
  • D. Schedule performance indexing.

Answer: D


NEW QUESTION # 56
An early start constraint dictates

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

Answer: A


NEW QUESTION # 57
Which of the following will NOT affect the total float calculation of a non-resource leveled schedule?

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

Answer: D


NEW QUESTION # 58
In the "normal" schedule, excluding Activity 1000, what activity(s) are concurrent with Activity 3001?

  • A. 4001 and 5001.
  • B. 2003 and 7001.
  • C. 2004.
  • D. 4001, 5001 and 6001.

Answer: A


NEW QUESTION # 59
What is the relationship depicted between Activity G and Activity H?

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

Answer: C


NEW QUESTION # 60
Total float is defined as the amount of time an activity can be delayed without impacting

  • A. The buoyancy of a successor activity
  • B. The next activity
  • C. The overall project completion
  • D. The end of that activity

Answer: C


NEW QUESTION # 61
Using the "normal" schedule, theoretically construct a hammock for activities 2001 through 2004. What is the duration of the hammock?

  • A. 193 days
  • B. 91 days
  • C. 183 days
  • D. 168 days

Answer: C


NEW QUESTION # 62
What is the cycle time?

  • A. 14 minutes
  • B. 6 minutes
  • C. 17 minutes
  • D. 5 minutes

Answer: C


NEW QUESTION # 63
What is the primary difference between the arrow diagramming method (ADM) and the precedence diagramming method (PDM)?

  • A. ADM is manual CPM calculations, while PDM is computerized.
  • B. ADM is limited to finish-to-start logic relationships, while PDM is not.
  • 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: B


NEW QUESTION # 64
Which of the following is NOT required when performing weekly or monthly schedule updates?

  • A. Remaining duration of activities.
  • B. Original duration of activities.
  • C. Actual finish of activities.
  • D. Percent complete.

Answer: A


NEW QUESTION # 65
Activity C is a

  • A. Contentious activity.
  • B. Milestone.
  • C. 1-day activity.
  • D. Continuous activity.

Answer: B


NEW QUESTION # 66
Theoretically construct a summary activity for activities 6001 through 6003. Identify the governing predecessor and successor activities for the hammock:

  • A. Predecessor is activity 9001, successor is activity 9002
  • B. Predecessor is activity 5001, successor is activity 8001
  • C. Predecessor is activity 4001, successor is activity 8001
  • D. Predecessor is activity 5001, successor is activity 8002

Answer: B


NEW QUESTION # 67
If after calculating a schedule an activity exhibits negative total float, which of the following is certain? The activity

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

Answer: A


NEW QUESTION # 68
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?

  • A. 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.
  • B. 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.
  • C. 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.

Answer: C


NEW QUESTION # 69
What does the heavy, vertical line at "X" represent?

  • A. International Date Line.
  • B. The status or data date.
  • C. Delay fault line.
  • D. Change-over limits.

Answer: B


NEW QUESTION # 70
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?

  • A. 06-04-02.
  • B. 06-05-02.
  • C. 06-11-02.
  • D. 06-18-02.

Answer: B


NEW QUESTION # 71
Determine the correct formula and date for the late finish for Activity 9004.

  • A. LS.10002 - 1 day -> 11-27-03.
  • B. LS.10002 + 1 day -> 11-29-03.
  • C. LS.10002^ Lag.7 + i day -> 11-20-03.
  • D. LS.10002 - Lag.7 - l day -> 11-20-03.

Answer: C


NEW QUESTION # 72
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?

  • A. Interview the project personnel for their perceptions and opinions because the schedule is usually inadequate.
  • B. Use the progressed portion of the critical path of the baseline schedule.
  • C. Use the forward-looking critical path of the most current updates.
  • D. Use the progressed portion of the critical path of all the updates previous to the current update.

Answer: C


NEW QUESTION # 73
The work breakdown structure is used to organize

  • A. The smallest defined work packet
  • B. "Smart activity ID codes" representing similar items of scheduled work
  • C. Similar activity coding of schedule activities
  • D. The chart of accounts

Answer: A


NEW QUESTION # 74
......

Quickly and Easily Pass AACE International Exam with AACE-PSP real Dumps: https://lead2pass.guidetorrent.com/AACE-PSP-dumps-questions.html