Advance Your Career by Using Online AACE-PSP Dumps

1. The BEST reason to use multiple calendars is to:

2. A driving relationship is _____________________.

3. 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?

4. Project delays are best analyzed

5. The project continues as is completes the project late and accepts the penalties imposed. Penalties imposed for late delivery could add as much as 50% to the budget.

Assignment

Draft a proper memorandum to Desmond Raybum, IS Director, explaining in your own words:

a. the current problem and potential impact(s);

b. each course of action, stating advantages and disadvantages as appropriate; c. your recommendations, properly supported.

Please be sure to include the rationale for your recommendations. Be sure to summarize your thoughts and address (To, From, Date, and Subject/Project Name) and close the memo appropriately. If you are uncomfortable with the courses of action noted, provide your own with appropriate substantiation for your position. Limit your answer to one, full typewritten page (roughly three handwritten pages).

While your email can be a detailed as you like, be sure to write sufficiently to address each element of the assignment, yet not so long that you go beyond the scope of the exercise. Take time to read the problem and consider what you want Evan to say. Good luck!

6. Which activity is drawn in the incorrect position?

Refer to the time-scaled network diagram and other information to answer the following questions. Please consider this to be the entire network.

7. Due to a testing delay, release of the product for manufacture is delayed by 5 workdays and the product manual misses its print window at the printer. If the printer is delayed by 10 workdays, what is the delay to produce release?

8. The characteristic of the precedence diagramming method that models construction projects differently than the arrow diagramming method is that it____________.

9. Activity C is a

10. The work breakdown structure is used to organize

11. 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

12. 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?

13. In an earned value-based system, a schedule performance index of less than one for the project indicates the project is:

14. How much Total Float does drafting the product manual have?

15. What is the relationship depicted between Activity G and Activity H?

Refer to the time-scaled network diagram and other information to answer the following questions. Please consider this to be the entire network.

16. Using the normal schedule, given Activity 3001 and the relationship with Activity 4001. what is indicated?

17. Under which circumstance should one perform resource-leveling calculations?

18. Which of the following is NOT required when initially planning a project?

19. Time-scaled logic diagrams are

20. Constraints control events or activities that __________________.

21. In order for a claimant to be entitled to an extension of contract time for a delay event (and further to be considered compensable):

22. Determine the correct formula and date for the late start for the Activity 11001:

23. During proofing of the product manual, a problem was discovered requiring 15 days additional time to affect a correction.

How can the date of availability be maintained?

24. An earned value-based project control system can use either of which two budgets as the basis of its

calculations?

25. Determine the correct formula and date for the late finish for Activity 9004.

26. Determine the correct formula and date for the late finish for Activity 2002.

27. Project schedules help control all of the following EXCEPT for_____________________.

28. In a "crashed" schedule, which is a chain of activities that precede activity 2004?

29. What owner action could have mitigated the late completion of the project?

30. As a change to the network for the current update, activity 6002 is required to begin ten days after the beginning of activity 6001.

Which is the simplest logic organization?

31. Which of the following is NOT required when performing weekly or monthly schedule updates?

32. 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?

33. In a graphical earned value analysis, what time-scaled value determines the reporting intervals for both schedule and cost performance?

34. Determine the correct formula and date for the late start for Activity 9001.

35. The data date or status date of a schedule represents the:

36. 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?

37. Total float is defined as the amount of time an activity can be delayed without impacting

38. By subtracting a measured unit productivity rate during an impacted period from the unit productivity rate during an unimpacted period, the resulting value represents:

39. 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?

40. Which of the following are NOT considerations or constraints of the planning process for construction scheduling?

41. Using the "normal" schedule, what is the early finish date of activity 10002 and its total float?

42. If Activity A was delayed 5 days from starting, which of the following adjustments will NOT maintain the completion date of Activity C at Day 40?

43. These are the activities on the critical path:

44. Of the following update procedures, which is the least important in achieving an accurate forecast for completion of a construction schedule?

45. If after calculating a schedule an activity exhibits negative total float, which of the following is certain? The activity

46. Using the normal schedule and excluding general conditions, which activities are NOT on the critical path?

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

48. At the end of month one, did the delay to the parking structure foundation delay the project?

49. Determine the correct formula and date for the late finish for Activity 2001.

50. What portion of Activity B is on the critical path?