[2025年09月] 実際問題を使ってAACE-PSP無料問題集サンプルと問題と練習テストエンジン
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質問 # 46
Free float is the
- A. Difference In float value of the critical path activities and the float value of the specific activity being analyzed.
- B. Difference between the early finish dates and late finish dates of an activity.
- C. Amount of time the early start of an activity can be delayed without impacting the early start of the successor activity.
- D. Difference between the early dates and late dates of an activity.
正解：C
質問 # 47
The characteristic of the precedence diagramming method that models construction projects differently than the arrow diagramming method is that it____________.
- A. uses arrows to signify logic in a network
- B. allows more than one critical path to be represented
- C. allows multiple relationship types to be associated with activities
- D. can be used to calculate the late start and late finish of all activities
正解：A
質問 # 48
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. 15 workdays
- C. 8 work days
- D. 7 work days
正解：C
質問 # 49
Theoretically construct a summary activity for activities 6001 through 6003. Identify the governing predecessor and successor activities for the hammock:
- A. Predecessor is activity 5001, successor is activity 8001
- B. Predecessor is activity 5001, successor is activity 8002
- C. Predecessor is activity 9001, successor is activity 9002
- D. Predecessor is activity 4001, successor is activity 8001
正解：A
質問 # 50
Determine the correct formula and date for the late finish for Activity 2001.
- A. LS.2002 - 1 day -> 08-28-01.
- B. LF.2001 - 1 day -> 08-28-01.
- C. LS.2002 + 1 day -> 08-30-01.
- D. LS.2002- 1 day-> 08-29-01.
正解：A
質問 # 51
What changes to logic would eliminate Activity B from the critical path?
- A. Replace the relationship from Activity B to Activity C with SSO
- B. Add a SS 15 relationship from Activity A to Activity B and replace the relationship from Activity A to Activity B with FFO
- C. Replace the relationship from Activity A to Activity B with FFO and add an FSO relationship from Activity A to Activity C
- D. Reduce the lag value of the relationship from Activity A to Activity B from 5 to 0
正解：C
質問 # 52
Using the "normal" schedule, theoretically construct a hammock for activities 6001-6003. What is the duration of the hammock?
- A. 267 days
- B. 362 days
- C. 407 days
- D. 255 days
正解：C
質問 # 53
What is the free float for Activity F?
- A. 1 months.
- B. 2 month.
- C. 0 months.
- D. 3 months.
正解：C
質問 # 54
Prior to the beginning work on Activity 6001, the scope is changed by executed change order to increase the activity duration by thirty days and rock fill by 100.000 cubic meters If the project has progressed as scheduled up to the point of the executed change order, what activities would be changed on the next project update?
- A. 1001 and 6001
- B. 9001 and 6002 and 6002
- C. 1000 and 6001
- D. 1000. 1001. and 6001
正解：B
質問 # 55
Using the "crashed" schedule, if you start Activity 2002 on August 12, 2001, what is the finish date for Activity 2002?
- A. 09-15-01.
- B. 09-18-01.
- C. 09-28-01.
- D. 09-08-01.
正解：D
質問 # 56
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. Use the progressed portion of the critical path of all the updates previous to the current update.
- 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. Interview the project personnel for their perceptions and opinions because the schedule is usually inadequate.
正解：B
質問 # 57
For which of these delays should an owner grant a time extension?
- A. Structural steel shop drawings.
- B. Differing site conditions and centrifuge delay.
- C. Shop drawings and centrifuge delay.
- D. Differing site conditions at parking structure.
正解：D
質問 # 58
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. Use the progressed portion of the critical path of all the updates previous to the current update.
- 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. Interview the project personnel for their perceptions and opinions because the schedule is usually inadequate.
正解：C
質問 # 59
Total float is defined as the amount of time an activity can be delayed without impacting
- A. The end of that activity
- B. The next activity
- C. The overall project completion
- D. The buoyancy of a successor activity
正解：C
質問 # 60
If someone wanted to constrain a project's end date so that any project slippage would cause negative float, they would do so by using
- A. Finish-no-earlier constraint on the last activity
- B. Finish-no-later constraint on the last activity
- C. Start-no-later constraint on the first activity
- D. Finish-no-earlier constraint on the first activity
正解：B
質問 # 61
Using the normal schedule and excluding general conditions, which activities are NOT on the critical path?
- A. 5001,7001.8001,9001,9004,9005
- B. 6001, 8001, 9001. 9002, 9004. 9005
- C. 7001, 8001, 9001. 9003. 9004. 10002
- D. 2003,8001.9001.9002,9005,10001
正解：B
質問 # 62
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. 06-18-02.
- D. 06-11-02.
正解：B
質問 # 63
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