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NEW QUESTION 66
Resource planning must take all of the following into account except for

• A. Time available to complete the project.
• B. Earned value techniques established for the project.
• C. Cash flow (expenditure) limitations for completing work on the project.
• D. Types of materials, equipment and labor skills required to complete the project.

Answer: B

 

NEW QUESTION 67
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 end of that activity
• C. The next activity
• D. The overall project completion

Answer: D

 

NEW QUESTION 68
By subtracting a measured unit productivity rate during an impacted period from the unit productivity rate during an unimpacted period, the resulting value represents:

• A. Acceleration.
• B. Production output.
• C. Productivity efficiency.
• D. Productivity loss.

Answer: D

 

NEW QUESTION 69
Determine the correct formula and date for the late finish for Activity 2002.

• A. LS.2003 - 1 day -> 11.06.01.
• B. LS.2003 + 1 day -> 10-07-01.
• C. LS.2003 - 1 day -> 10-06-01.
• D. LS.2003 - 1 day -> 10-05-01.

Answer: D

 

NEW QUESTION 70
What owner action could have mitigated the late completion of the project?

• A. Hire a more senior project manager.
• B. Self-perform more of the work.
• C. Prepare better structural steel drawings.
• D. Use a procurement agent to monitor and expedite equipment deliveries.

Answer: D

 

NEW QUESTION 71
Why does activity 11001 not show successor activities?

• A. It is the final activity for the required work for the project
• B. The early finish and late finish are circular
• C. The scheduler forgot to add the successor activities
• D. It is the penultimate work required for the project

Answer: A

 

NEW QUESTION 72
Estimate to complete (ETC) is __________________.

• A. The costs actually incurred in accomplishing the work performed
• B. The value of the completed work expressed in terms of the budget assigned to that work
• C. The expected remaining cost needed to complete an activity, group of activities or the project
• D. The expected total cost of an activity, group of activities or the project

Answer: C

 

NEW QUESTION 73
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. 150 lifts
• B. 450 lifts
• C. 300 lifts
• D. 45 lifts

Answer: B

 

NEW QUESTION 74
Activity C is a

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

Answer: D

 

NEW QUESTION 75
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?

• A. Accuracy is increased by inserting delaying events into the as-planned schedule.
• B. Less accurate as the analysis advances through the project.
• C. Not suitable for projects with long durations.
• D. Not suitable for complicated projects with multiple planned critical paths.

Answer: A

 

NEW QUESTION 76
What is the relationship depicted between Activity G and Activity H?

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

Answer: B

 

NEW QUESTION 77
Under which circumstance should one perform resource-leveling calculations?

• A. When the contract contains a provision for float-banking.
• B. Never, unless required by the contract.
• C. When the schedule is resource-loaded.
• D. When you believe that known resource limitations may override schedule logic.

Answer: D

 

NEW QUESTION 78
Of the following update procedures, which is the least important in achieving an accurate forecast for completion of a construction schedule?

• A. Entering the time impacts of delays and change orders.
• B. Estimating remaining durations of activities.
• C. The correct recording of actual start dates.
• D. Making "downstream" logic revisions as required.

Answer: D

 

NEW QUESTION 79
In its simplest form, what is the main drawback of critical path method scheduling?

• A. It doesn't account for interdependent between activities.
• B. It assumes that resources are unlimited.
• C. It requires a backward pass to calculate late dates.
• D. It allows for Precedence Diagramming Method to be used in place of Arrow Diagramming Method.

Answer: B

 

NEW QUESTION 80
The linear scheduling velocity diagram has the following two-axis:

• A. Location and crew size
• B. Time and crew size
• C. Time and rate of progress
• D. Time and location

Answer: C

 

NEW QUESTION 81
What is the free float for Activity F?

• A. 3 months.
• B. 1months.
• C. 2month.
• D. 0months.

Answer: D

 

NEW QUESTION 82
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. 7 work days
• C. 8 work days
• D. 15 workdays

Answer: C

 

NEW QUESTION 83
What was the original planned duration for Activity A through Activity G?

• A. 26.
• B. 24.
• C. 25.
• D. 28.

Answer: D

 

NEW QUESTION 84
At the end of month one, did the delay to the parking structure foundation delay the project?

• A. Yes, by 9 calendar days.
• B. Yes, by 14 calendar days.
• C. NO.
• D. Yes, by 4 calendar days.

Answer: D

 

NEW QUESTION 85
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