QUESTION 58
What does the heavy, vertical line at “X” represent?

QUESTION 59
By subtracting a measured unit productivity rate during an impacted period from the unit productivity rate during an unimpacted period, the resulting value represents:

QUESTION 60
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?

QUESTION 61
Using the “normal” schedule, and assuming you are billing on the last day of the month for previous month and for appropriate partial months, how many invoices will you have for this project?

QUESTION 62
Determine the correct formula and date for the late finish for Activity 2001.

QUESTION 63
Activity 1001 started on the scheduled date but has slipped 10 days. Activity 10002 will slip 35 days. All remaining activities retain their original duration. What is the revised completion date?

QUESTION 64
Considering the information provided for the project, what is the factor that most influences the successful crashing of the schedule?

QUESTION 65
Which of the following project planning situations is the most frequent contributor to cost overruns?

QUESTION 66
Why does activity 11001 not show successor activities?

QUESTION 67
Determine the correct formula and date for the late start for Activity 9001.

QUESTION 68
Schedule Risk may affect the following:

QUESTION 69
Constructability is NOT intended to:

QUESTION 70
The project team must communicate the project plan, goals and objectives to all stakeholders to ensure the stakeholders understand the plan, goals and objectives and then continue this communication throughout the project life Which statement below would stakeholders NOT be expected to contribute?

QUESTION 71
Assuming conventional finish-to-start relationships, to calculate a schedule retaining the existing logic means that

QUESTION 72
In its simplest form, what is the main drawback of critical path method scheduling?

QUESTION 73
Schedules are periodically updated to reflect progress. What step should NOT occur before the update is considered complete?

QUESTION 74
What activities are concurrent to Activity 2001 in the “normal” schedule?

QUESTION 75
Determine the correct formula and date for the late finish for Activity 6002.

QUESTION 76
The characteristic of the precedence diagramming method that models construction projects differently than the arrow diagramming method is that it____________.

QUESTION 77
Using the normal schedule, what is the early finish date and total float of Activity 10002?

QUESTION 78
Using the “normal” schedule, theoretically construct a hammock for activities 6001-6003. What is the duration of the hammock?

QUESTION 79
Activity 2003 started during the current reporting period and proceeded as planned with the normal schedule. If the remaining duration at the end of this period is ten workdays, then what is the earned value assignable to Activity 2003 in the pay estimate for this reporting period?

QUESTION 80
By subtracting a measured unit productivity rate during an impacted period from the unit productivity rate during an unimpacted period, the resulting value represents:

QUESTION 81
In order for a claimant to be entitled to an extension of contract time for a delay event (and further to be considered compensable):