100% Pass Guaranteed Free AACE-PSP Exam Dumps Aug 22, 2023 [Q69-Q93]

NO.69 In analyzing a logical chain of activities in a critical path method (CPM) schedule, what do differing total float values within that chain typically indicate?

NO.70 Which activity is drawn in the incorrect position?

NO.71 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?

NO.72 Is activity 7001 pictured correctly in the precedence diagram?

NO.73 Constraints control events or activities that __________________.

NO.74 What was the original planned duration for Activity A through Activity G?

NO.75 If a detailed estimate is NOT available to assist in the formulation of activity durations but unit quantities have been identified, what information can be utilized to estimate work package/activity durations?

NO.76 Based on the stated costs, what percentage of the total cost comes from the 2000 series of activities?

NO.77 When resource leveling craft labor for a critical path schedule, the scheduler

NO.78 Which statement is true?

NO.79 If all other work proceeds according to the Baseline plan, how many times will the critical path change?

NO.80 Scenario:
The entire network consists of the following activities and relationships. Activity A is twenty days long and is tied to Activity B, a ten-day activity, with a finish-to-finish tie with a lag value of five Activity B is tied to Activity C, a twenty-day activity, with a start-to-start relationship with a lag value of five.

PSP Activities Table
Scope Known about Rock-Filled Dam Project:
The dam requires river diversion and work over two or more rainy seasons. The contract is lump sum, competitively bid, and will be self-performed. The owner has attempted to shift all risk to the contractor by employing “no differing sit conditions” and “no damage for delay” clauses. There is a bonus/penalty provision of $2,500 per calendar day for early or late delivery. The early completion bonus is capped at $500,000, with no cap for late delivery penalty.
Liquidated damages end at the finish of demobilization. Indirect costs per calendar day are $2,800 for the
“normal” schedule and $3,200 for the “crashed” schedule. The winter/wet weather season is 151 days between October 15 and March 25 of each year, reduces the efficiency of the contractor’s operations by 20% and costs the contractor $10,000 per day. Assume a start date of March 5, 2001 and use a 7-day work week.
The following table lists work activities as planned by the contractor.

Theoretically construct a summary activity for only those activities with a finish-to-start relationship for Activities 8001 through 10001. Using the “normal” schedule, what is the cost of this hammock?

NO.81 Which of the following are NOT considerations or constraints of the planning process for construction scheduling?

NO.82 Which of the following is NOT input data to the construction planning process?

NO.83 Determine the correct formula and date for the late start for Activity 9001.

NO.84 Using the “normal” schedule, theoretically construct a hammock for activities 6001-6003. What is the duration of the hammock?

NO.85 Identify the minimum project duration.

NO.86 Determine the correct formula and date for the late finish for Activity 2001.

NO.87 Identify the late finish to develop plans and specs.

NO.88 What is the free float for Activity F?

NO.89 You are retained by a contractor who asks you to perform a simple as-planned versus as-built analysis (APAB) of a large hydro-electric dam project that took more than five years to complete. Your analysis will form the basis of a change order that requests a time extension. You suggest using a different methodology for quantifying the delay. Which of the following reasons for recommending a different analysis does NOT apply to a simple APAB analysis?

NO.90 When reconstructing a CPM schedule electronically from a hardcopy, which of the following is NOT required to determine the critical path?

NO.91 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?

NO.92 Free float is the

NO.93 What is the actual duration as of the status date or data date of Activity B?