PERT study materials
PERT study resources

PERT cheat sheet

PERT · Keep the key ideas within reach.

Quick reference

Project Network Modeling and Activity Sequencing

  • AON (precedence diagramming) places activities on nodes and dependencies on arrows; AOA places activities on arrows and needs dummy activities to preserve correct logic.

  • Four dependency types exist: finish-to-start (FS, the most common), start-to-start (SS), finish-to-finish (FF), and start-to-finish (SF).

  • Lag is a positive wait added to a dependency; lead is a negative lag that creates overlap between predecessor and successor.

  • A dummy activity has zero duration and consumes no resources; in AOA it carries logic and prevents two activities from sharing the same start and finish nodes.

  • A valid network is acyclic - a loop implies an activity precedes itself, so early-start/early-finish calculations cannot terminate.

  • Mandatory (hard-logic, contractual) dependencies differ from discretionary (soft-logic, team-chosen) dependencies; external dependencies tie project work to non-project activities.

  • A merge activity has multiple predecessors; a burst activity has multiple successors; both affect how float is distributed through the network.

  • Every activity except the start milestone requires at least one predecessor, and every activity except the finish milestone requires at least one successor.

  • The number of distinct paths grows combinatorially with network size, so path enumeration or CPM computation replaces visual inspection.

Quick reference

Three-Point Estimating (Optimistic, Most Likely, Pessimistic)

  • Expected duration: TE = (O + 4M + P) / 6.

  • Standard deviation: sigma = (P - O) / 6; variance = sigma^2 = ((P - O) / 6)^2.

  • Weights: M carries 4/6 while O and P carry 1/6 each, pulling TE toward the most likely value.

  • Triangular alternative: mean = (O + M + P) / 3, used when the beta assumption is not justified; it gives less weight to M.

  • Classic PERT assumes a beta distribution bounded by O and P, permitting skew; activity durations are not assumed normal.

  • Confidence bands for a normal curve: plus/minus 1 sigma is about 68.3%, 2 sigma about 95.4%, 3 sigma about 99.7%.

  • If (P - M) exceeds (M - O) the estimate is right-skewed and TE is greater than M; the reverse gives left skew and TE below M.

  • A wider (P - O) span produces a larger sigma and higher activity risk even when TE is unchanged.

  • Range estimates should come from the person doing the work; three-point outputs feed both the CPM network and schedule simulation.

Quick reference

Critical Path and Float/Slack Analysis

  • Forward pass: ES = maximum EF of predecessors; EF = ES + duration.

  • Backward pass: LF = minimum LS of successors; LS = LF - duration.

  • Total float: TF = LS - ES = LF - EF; float is shared along a chain rather than owned by a single activity.

  • Free float: FF = minimum ES of successors minus the activity's EF; it is the slip that disturbs no immediate successor's early start.

  • The critical path is the longest path through the network and equals the shortest feasible project duration; its activities normally carry zero total float.

  • When several paths tie for longest, all are critical, so any slip on any of them delays the project finish date.

  • Negative total float means the imposed deadline is earlier than the calculated early finish; the plan must be compressed or the date renegotiated.

  • A near-critical path carries small positive float and becomes critical once upstream work slips.

  • Zero float establishes criticality; resource leveling can later shift dates but does not change which logic path is longest.

Quick reference

Schedule Probability, Variance, and Risk Interpretation

  • Path variance equals the sum of activity variances on that path; path sigma = square root of the summed variance. Standard deviations are never summed.

  • Z = (Target date - TE of path) / sigma of path; convert Z to a probability using a standard normal table.

  • The probability of finishing by TE is 50% because the normal curve is symmetric; later dates give probabilities above 50%, earlier dates below 50%.

  • P80 requires Z of about 0.84, P90 about 1.28, and P95 about 1.65, each applied as multiples of path sigma above TE.

  • Merge bias: converging parallel paths raise the chance that at least one predecessor is late, so single-path PERT understates total schedule risk.

  • Positive correlation among activity durations increases path variance relative to the independence assumption.

  • The critical path usually drives the probability calculation, but simulation can reveal a near-critical path as the true risk driver.

  • Monte Carlo simulation samples each activity distribution repeatedly and reports the full completion distribution (P50, P80, P90).

  • The required confidence level sets the contingency reserve: a reserve sized to P80 leaves roughly a 20% chance of overrun.