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AACE International AACE-PSPリアル試験問題保証付き 更新された問題集
質問 47
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. 300 lifts
- C. 45 lifts
- D. 150 lifts
正解: A
質問 48
What is the free float for Activity F?
- A. 1months.
- B. 0months.
- C. 3 months.
- D. 2month.
正解: B
質問 49
Determine the driving activity for Activity 10001.
- A. Activity 11001.
- B. Activity 9005.
- C. There is no driving activity for Activity 10001 in the backward pass.
- D. Activity 10002.
正解: D
質問 50
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.
正解: D
質問 51
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 -> 08-28-01.
- C. LS.2002 + 1 day -> 08-30-01.
- D. LS.2002- 1 day-> 08-29-01.
正解: B
質問 52
Project delays are best analyzed
- A. Late in the project.
- B. By an expert after the project is finished when complete records are available and the impact is known.
- C. After either the contractor or the owner acknowledges ^responsibility for the delay.
- D. Contemporaneously with the delay.
正解: B
質問 53
What is a key first step in developing a critical path method schedule?
- A. Defining the execution plan to meet the required scope of work.
- B. Setting out the resource to be used and its limitations.
- C. Drawing the logic diagram.
- D. Drawing a bar chart of the key phrases of the work.
正解: C
質問 54
Time-scaled logic diagrams are
- A. Only calculated using a computer.
- B. Logic networks that are drawn to match the calendar.
- C. Used to calculate the most probable activity duration.
- D. The same as a pure-logic diagram.
正解: B
質問 55
What method offers the best chance of the schedule being used effectively to implement the project in the field?
- A. Include detailed and stringent set of scheduling specifications in the contract.
- B. Allow large time contingencies on milestones and completion deadlines.
- C. Issue detailed schedule updates as frequently as possible.
- D. Obtain consent and agreement to the schedule from the key project personnel.
正解: D
質問 56
Which statement is true?
- A. Where compensability can be established, excusabltity cannot be assumed.
- B. Where compensability can be established, excusability is assumed.
- C. Where compensability cannot be established, excusability is a given.
- D. Where compensability cannot be established, excusability is assumed.
正解: D
質問 57
Of the following update procedures, which is the least important in achieving an accurate forecast for completion of a construction schedule?
- A. Estimating remaining durations of activities.
- B. Making "downstream" logic revisions as required.
- C. The correct recording of actual start dates.
- D. Entering the time impacts of delays and change orders.
正解: B
質問 58
What was the original planned duration for Activity A through Activity G?
- A. 25.
- B. 26.
- C. 28.
- D. 24.
正解: C
質問 59
If no time extensions are granted and all actual delays are as described above, what will the total float calculation be at the end of the project?
- A. 10 calendar days.
- B. -14 calendar days.
- C. -20 calendar days.
- D. 0 calendar days.
正解: B
質問 60
Which of the following is NOT true?
- A. Remaining durations can exceed original durations.
- B. A network must contain only one Critical Path.
- C. Multiple calendars can affect the total float calculation.
- D. Constraints can interfere with the longest path calculation.
正解: A
質問 61
Why does activity 11001 not show successor activities?
- A. The scheduler forgot to add the successor activities
- B. The early finish and late finish are circular
- C. It is the penultimate work required for the project
- D. It is the final activity for the required work for the project
正解: D
質問 62
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
正解: D
質問 63
Activity durations are normally estimated in an intuitive and subjective way. All of the following will improve duration accuracy EXCEPT
- A. Use the people responsible for performing the work as a resource to assign activity durations.
- B. Divide activities into smaller activities. This will increase activity detail and duration estimate accuracy.
- C. Look at each activity independently and don't follow specific logic paths when assigning activity durations.
- D. Use gross building square footages. The pluses and minuses all average out.
正解: D
質問 64
Each of the following accurately describes total float in a schedule EXCEPT:
- A. The amount of time an activity can be delayed without delaying the start or occurrence of any other activity or event in the network.
- B. The amount of time an activity can be delayed without delaying the overall project completion time.
- C. Can be positive or negative.
- D. Computed for an activity by subtracting its early finish from its late finish, or its early start from its late start.
正解: A
質問 65
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.
正解: C
質問 66
Using the "crashed" schedule, if you start Activity 2002 on August 12, 2001, what is the finish date for Activity 2002?
- A. 09-08-01.
- B. 09-15-01.
- C. 09-18-01.
- D. 09-28-01.
正解: A
質問 67
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. 50 lifts
- C. 5 lifts
- D. 80 lifts
正解: B
質問 68
Determine the correct formula and date for the late finish for Activity 9004.
- A. LS.10002 - 1 day -> 11-27-03.
- B. LS.10002 - Lag.7 - l day -> 11-20-03.
- C. LS.10002^ Lag.7 + i day -> 11-20-03.
- D. LS.10002 + 1 day -> 11-29-03.
正解: C
質問 69
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