CAPES study materials
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32 cards. Read the term and the definition here. The deck at the top of this page is optional.

Total Float
The amount of time an activity can be delayed without delaying the project finish date. Calculated as late finish minus early finish, or late start minus early start.
Free Float
The time an activity can be delayed without delaying the early start of any successor. Equals the minimum early start of successors minus the activity's early finish.
Critical Path
The longest continuous path through the network, determining the shortest possible project duration. Activities on it have minimum total float, typically zero.
Mandatory Constraint
A hard date constraint such as Must Finish On that overrides logic. It can create negative float and break the integrity of the critical path calculation.
Open End
An activity missing a predecessor or successor. Open ends break logic continuity, distort float calculations, and are flagged by schedule quality checks.
Work Breakdown Structure
A hierarchical, deliverable-oriented decomposition of project scope. Its lowest level, the work package, links schedule activities to cost accounts.
Schedule Basis Document
A record of assumptions, calendars, constraints, coding structures, exclusions, and data sources used to develop the schedule. Supports validation and future updates.
Rolling Wave Planning
An iterative planning technique where near-term work is detailed while future work remains at a higher summary level, elaborated as the project progresses.
Activity Calendar
Defines working days, shifts, and holidays for an activity. Mismatched calendars between linked activities can create logic gaps or unexpected float.
Finish-to-Start Relationship
A logic link where the successor cannot start until the predecessor finishes. It is the most common and preferred relationship type in CPM networks.
Start-to-Start Relationship
A logic link where the successor starts after the predecessor starts. It usually requires a lag to represent the intended overlap meaningfully.
PERT Three-Point Estimate
Expected duration = (Optimistic + 4 x Most Likely + Pessimistic) / 6. Standard deviation = (Pessimistic - Optimistic) / 6, used for risk-informed durations.
Hard Logic
A mandatory sequence driven by physical or technical constraints, such as curing concrete before framing. It cannot be resequenced without changing the work method.
Forward Pass
A CPM calculation moving start to finish: early start equals the maximum early finish of predecessors plus lag; early finish equals early start plus duration.
Backward Pass
A CPM calculation moving finish to start: late finish equals the minimum late start of successors minus lag; late start equals late finish minus duration.
Negative Float
Occurs when a constraint or imposed finish date cannot be met with current logic and durations. It signals the schedule is behind a required date.
Hammock Activity
A summary activity spanning from one point to another in the network. Its duration is derived from its span and it does not drive logic.
Resource Leveling
Adjusting activity start and finish dates to resolve resource over-allocation. It may extend project duration and consume float, especially on the critical path.
Resource Smoothing
Shifting work within available float to reduce resource demand peaks without changing the critical path or project finish date. Also called time-limited leveling.
Resource Histogram
A bar chart of resource demand per time period compared against available capacity. Peaks above the capacity line indicate over-allocation requiring leveling.
Cost-Loaded Schedule
A schedule with budgeted costs assigned to activities. Its total should reconcile to the project budget and supports time-phased cash flow and earned value.
Earned Value
EV = percent complete x budget at completion. Compared with planned value and actual cost to derive schedule and cost variances and performance indices.
Schedule Performance Index
SPI = Earned Value / Planned Value. A value below 1.0 indicates the project is behind the planned schedule at the data date.
Estimate at Completion
EAC = BAC / CPI when cost variance is typical; EAC = AC + (BAC - EV) when variance is atypical. Forecasts final project cost.
Monte Carlo Simulation
A quantitative risk technique that samples activity duration distributions repeatedly to produce a probability distribution of project completion dates for schedule risk analysis.
P-Level Date
A completion date associated with a confidence level from simulation. A P80 date means an 80 percent probability of finishing on or before that date.
Schedule Contingency
Reserve time added between a deterministic completion date and a selected confidence-level date. Held at project level rather than embedded in activity durations.
Earned Schedule
A time-based extension of earned value: earned schedule is the date when planned value equals current earned value. SPI(t) = ES / actual time.
To-Complete Performance Index
TCPI = (BAC - EV) / (BAC - AC) when targeting budget, or (BAC - EV) / (EAC - AC) when targeting EAC. Measures required cost efficiency.
Out-of-Sequence Progress
Work reported started or finished before its predecessors are complete. It distorts float and forecasts and must be identified and resolved during updates.
Re-baselining
A formally authorized reset of the performance measurement baseline, typically after approved scope or schedule changes. It is distinct from routine schedule updates.
DCMA 14-Point Check
A schedule quality assessment covering logic, leads and lags, hard constraints, high and negative float, high duration, invalid dates, resources, and missed activities.