Exam 1 - Definitions Flashcards

(47 cards)

1
Q

A task or process to be accomplished in a set period of time, working towards longer project goal.

A

Activity

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2
Q

Ordered link between two activities representing the order of execution.

A

Activity Relationship

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3
Q

Four types of activity relationship;

A

FS - Finish to Start (MOST COMMON)
SS - Start to Start
FF - Finish to Finish
SF - Start to Finish

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4
Q

Activity that is on critical path.

A

Critical Activity

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5
Q

It is sequence of network activities which add up to longest overall duration, determine shortest time possible to complete project.

A

Critical Path

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6
Q

First step in CPM scheduling algorithm calculates each activity’s early start and early finish start.

A

Forward Pass

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7
Q

Calculated earliest date for activities on the network, find latest start and finish dates/float.

A

Backward Pass

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8
Q

An algorithm for scheduling a set of project activities. It is commonly used in conjunction with the program evaluation and review technique.

A

Critical Path Analysis

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9
Q

A chart where activities are presented by bars. Bars length = Activity duration

A

Bar Chart

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10
Q

Project modeling technique for scheduling a set of project activities. Developed in 1950’s and aims to build a model of project that contains;

  • list of activities
  • time (duration) that each activity will take to complete.
  • logical and points such as milestones
A

Critical Path Method (CPM )Scheduling

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11
Q

Time based activity chart in which a series of horizontal lines shows amount of work done or production completed in certain periods of time in relation to what was planned

A

Gantt Chart

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12
Q

Earliest time an activity can start within target

A

Early Start

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13
Q

Earliest time an activity can finish within target

A

Early Finish

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14
Q

Latest possible activity must finish

A

Late Finish

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15
Q

Latest possible activity must start

A

Late Start

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16
Q

Amount of time an activity in a project network can be delayed wihtout causing delay to project.

A

Float

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17
Q

Difference between the finish date of the last activity on critical path

A

Total Float

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18
Q

Amount of time that spans from competition of one previously scheduled activity and extends to point which next scheduled activity is set to begin.

A

Free Float

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19
Q

An activity that determines start date and finish date of a following activity

20
Q

Task whose start/end date is controlled by the predecessor

21
Q

Schedule delay, successor activity will be delayed with respect to predecessor activity.

22
Q

Example; A lag or delay such as putting 5 days for concrete because cannot stand or work on concrete for 5 days after pour.

23
Q

Drag an item back

24
Q

Logic error where activity attempts to start prior to a preceding activity.

25
Project activity without a predecessor or successor activity
Open Ends
26
Set of dates and cost frozen at start of project and used for performance evaluation as project progresses.
Base Line
27
Percentage value between 0 and 100 that indicates partial completeness of an activity, project, etc.
Percent Complete
28
Tracking overall progress of with plan, for costs, man hours, materials, etc. Can use monthly.
S - Curve
29
Restriction on an activity's start or finish date in scheduling software used to impose deadlines or delay activities.
Date Constraint
30
Event to mark specific point in time along a project timeline. These points signal anchors and also, start and end date milestones do not impact project duration.
Milestone
31
Labor can be directly related/allocated to the output of a productive account. Indirect is not related to output. Labor employed directly by owner or main contractor.
Direct Labor
32
Costs that are not directly accountable to an activity or work package, costs can be fixed or variable. Costs which are not directly related to production.
Indirects
33
Bar chart, estimated or actual manpower, costs expanded.
Histogram
34
4 Types of Schedules
1) Master 2) Milestones 3) Look Ahead Schedules 4) Weekly Schedule
35
Subset of a project is ......
Work Package
36
United States federal law that establishes the requirement for paying the local prevailing wages on public works projects for laborers and mechanics
Davis Bacon Act
37
We know equipment will come in and work around it, does NOT control schedule.
Material Driven
38
Schedule locked in and material needed, build our whole entire schedule around that piece of equipment that is constrained and be delivered in a month or so....
Material Constrain
39
Not part of manpower loaded schedule
Indirect Costs
40
Essentially tracking overall cost at job through the schedule. Typically involves the simultaneous development of a project estimate, using various estimating tools, and a projectschedule using the critical path methodology.
Cost Loaded Schedule
41
Tracking all direct manpower utilized on the job site. MANPOWER DISTRIBUTION OVER TIME.
Manpower Loaded Schedule
42
Indirect costs and ______ _______ are basically the same thing.
General Conditions
43
Three Major thing for schedule?
Material, Equipment, Labor
44
Examples of indirect craft labor?
- water distribution - trash - clean up - fire watch - equipment spotters - crossing guards
45
What determines size of crew?
- Man-hours allotted tasks - Duration - Work area sized and amount of work - Historical Info
46
What is the right crew mix?
- Duration of activity can play big factor - Workforce experience level - Higher the skill level then higher quality
47
typically include supplementary wage and nonwage payments or benefits you receive from your employer
Fringes