Which of the following are NOT considerations or constraints of the planning process for construction scheduling?
Which of the following are NOT considerations or constraints of the planning process for construction scheduling?A . Consideration of all stakeholders.B . Value engineering.C . Project variables.D . Interest rate of owner's construction bonds.View AnswerAnswer: D
Activity durations are normally estimated in an intuitive and subjective way. All of the following will improve duration accuracy EXCEPT
Activity durations are normally estimated in an intuitive and subjective way. All of the following will improve duration accuracy EXCEPTA . Use gross building square footages. The pluses and minuses all average out.B . Look at each activity independently and don't follow specific logic paths when assigning activity durations.C ....
Constraints control events or activities that __________________.
Constraints control events or activities that __________________.A . Affect only the forward pass.B . Are not based on project relationships.C . Affect only the backward pass.D . May be over-ridden by activity logic.View AnswerAnswer: D
Assuming conventional finish-to-start relationships, to calculate a schedule retaining the existing logic means that
Assuming conventional finish-to-start relationships, to calculate a schedule retaining the existing logic means thatA . It is calculated using the original logic.B . It is calculated using logic reflecting out-of-sequence progress.C . An out-of-sequence activity cannot resume until all predecessors are finished.D . There is no such thing.View AnswerAnswer: B
An early start constraint dictates
An early start constraint dictatesA . An activity's remaining duration.B . The planned start of a successor activityC . The planned start of an activity.D . The actual start of an activity.View AnswerAnswer: D
Which is NOT an industry-recognized methodology for quantifying critical delay?
Which is NOT an industry-recognized methodology for quantifying critical delay?A . Gantt Chart.B . Periodic Windows.C . Collapsed As-Built.D . Time Impact.View AnswerAnswer: A
Of the following update procedures, which is the least important in achieving an accurate forecast for completion of a construction schedule?
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 . The correct recording of actual start dates.C . Making "downstream" logic revisions as required.D . Entering the time impacts of delays and...
What is the primary difference between the arrow diagramming method (ADM) and the precedence diagramming method (PDM)?
What is the primary difference between the arrow diagramming method (ADM) and the precedence diagramming method (PDM)?A . ADM is limited to finish-to-start logic relationships, while PDM is not.B . PDM is a bar chart with network logic, while ADM is a pure logic network.C . ADM is manual CPM...
Time-scaled logic diagrams are
Time-scaled logic diagrams areA . Only calculated using a computer.B . The same as a pure-logic diagram.C . Used to calculate the most probable activity duration.D . Logic networks that are drawn to match the calendar.View AnswerAnswer: C