PSP — AACE Planning & Scheduling Professional Quick Review

Quick Review for the AACE Planning & Scheduling Professional (PSP) exam: CPM logic, schedule development, updates, float, resources, risk, and delay analysis.

Purpose of this Quick Review

This Quick Review is for candidates preparing for the AACE International AACE Planning & Scheduling Professional (PSP) exam, code PSP. It is designed as a fast, practical refresher before you move into topic drills, mock exams, and detailed explanations.

Use it to check whether you can:

  • Build a defensible project schedule from scope, WBS, calendars, logic, and resources.
  • Interpret CPM results correctly, especially float, critical path, constraints, and progress updates.
  • Recognize weak schedule practices and common exam traps.
  • Connect schedule data to performance measurement, risk, change, and delay analysis.
  • Practice with PM Mastery practice, original practice questions, and a question bank after reviewing the concepts.

This page is PM Mastery review support and is not affiliated with AACE International.

High-Yield Review Map

AreaWhat to know coldCommon candidate trap
Planning vs. schedulingPlanning defines the work, sequencing strategy, means, methods, and assumptions; scheduling time-phases that planTreating software output as the plan
WBS and scopeSchedule activities should trace to scope and deliverablesBuilding activities without clear scope basis
CPM logicActivities, relationships, durations, calendars, constraints, forward/backward passConfusing critical path with “important work”
FloatTotal float, free float, negative float, float ownership conceptsAssuming float is always available to one party
CalendarsWork periods, holidays, shifts, weather calendars, resource calendarsComparing dates without checking calendars
ConstraintsMust-start, must-finish, start-no-earlier-than, finish-no-later-than, etc.Letting constraints override real network logic
UpdatingStatus date, actual starts/finishes, remaining duration, out-of-sequence progressUpdating dates without recalculating logic
BaselinesApproved schedule used for comparison and change controlRebaselining to hide variance
ResourcesLoading, histograms, availability, leveling, productivityLeveling without understanding critical path effect
CompressionCrashing, fast-tracking, overtime, resequencingReducing duration without checking cost/risk impact
Earned value linksPV, EV, AC, SV, SPI and schedule interpretationReading SPI without schedule logic context
RiskUncertainty, contingency, sensitivity, schedule risk analysisTreating deterministic CPM as a certainty
Delay analysisCritical path impact, windows, as-planned vs. as-built, contemporaneous recordsAssigning delay without causation and criticality

Planning Comes Before Scheduling

A strong schedule starts with a strong plan. The exam can test whether you understand that a schedule is not just a list of dates. It is a time-phased model of execution.

Core Planning Inputs

InputWhy it matters
Contract requirementsDetermines required milestones, deliverables, constraints, reporting, and acceptance criteria
Scope statementDefines what must be planned and what is excluded
WBSBreaks the project into manageable deliverables and control accounts
Execution strategyDefines sequencing, procurement, construction approach, shutdowns, commissioning, and handovers
Resources and productivityConverts scope quantities into durations and work periods
CalendarsReflect workdays, shifts, weather windows, access restrictions, and holidays
Risks and assumptionsIdentify uncertain work, interfaces, permits, approvals, and long-lead items
Stakeholder requirementsDrive reporting levels, coding, milestones, and schedule detail

Planning vs. Scheduling

ConceptPlanningScheduling
Main questionHow will the work be performed?When will the work occur?
FocusScope, sequence, method, responsibility, resourcesDates, logic, float, progress, forecasts
OutputExecution approach and activity definitionCPM model, baseline, updates, reports
Failure modeMissing scope or unrealistic approachIncorrect dates, broken logic, misleading float

A common exam mistake is to jump directly into CPM calculations without checking whether the schedule has a valid planning basis.

Schedule Development Workflow

    flowchart TD
	    A[Define scope and WBS] --> B[Identify activities and milestones]
	    B --> C[Estimate durations]
	    C --> D[Assign calendars and resources]
	    D --> E[Develop network logic]
	    E --> F[Calculate CPM dates and float]
	    F --> G[Review constraints and reasonableness]
	    G --> H[Resource review and optimization]
	    H --> I[Risk and contingency review]
	    I --> J[Approve baseline]
	    J --> K[Status, update, forecast, and control]

Use this workflow as a mental checklist. If a question describes a schedule with dates but no logic, no scope traceability, or no update discipline, the schedule may not be reliable.

Work Breakdown Structure and Activity Definition

The WBS organizes project scope into deliverables and manageable components. Schedule activities should be detailed enough to manage work, but not so detailed that the schedule becomes impossible to maintain.

Good Activity Characteristics

A well-defined schedule activity usually has:

  • A clear scope of work.
  • A responsible party.
  • A measurable start and finish.
  • A realistic duration.
  • Logical predecessor and successor relationships.
  • Assigned calendar assumptions.
  • Resource or quantity basis when appropriate.
  • Progress measurement method.

Activity Detail Decision Rules

If the activity is…Then consider…
Too broad to measure progress objectivelyBreak it into smaller activities
Short and repetitiveUse summary coding carefully; avoid excessive detail
Driven by external approvalModel the approval as a separate activity or milestone
A procurement itemInclude engineering, requisition, fabrication, delivery, inspection, and installation interfaces
A milestoneUse zero duration unless the milestone represents actual work
A level-of-effort activityAvoid letting it drive critical path unless justified

CPM Fundamentals

Critical Path Method scheduling calculates early and late dates based on activity durations, logic, calendars, and constraints. The critical path is the longest path through the network to the project completion point, considering the schedule model rules.

Key CPM Terms

TermMeaning
Early startEarliest date an activity can start based on predecessors
Early finishEarliest date an activity can finish based on early start and duration
Late startLatest date an activity can start without delaying the required completion point
Late finishLatest date an activity can finish without delaying the required completion point
Total floatAmount of time an activity can be delayed without delaying the project or controlling finish milestone
Free floatAmount of time an activity can be delayed without delaying any immediate successor
Critical pathPath controlling the project completion or selected finish milestone
Driving relationshipRelationship that determines the successor’s calculated start or finish
Near-critical pathPath with low float that may become critical if conditions change
Negative floatIndicates the calculated schedule cannot meet an imposed date or constraint without recovery

CPM Calculation Logic

For a simple finish-to-start network using the same calendar:

\[ EF = ES + Duration \]\[ LS = LF - Duration \]\[ Total\ Float = LS - ES = LF - EF \]\[ Free\ Float = Earliest\ Successor\ ES - Activity\ EF \]

In real schedule software, calendars, relationship types, lag, constraints, and data date rules can make the calculations less intuitive. For exam purposes, know the basic mechanics and then check whether the question adds special conditions.

Relationship Types and Logic Quality

Common Relationship Types

RelationshipMeaningWatch for
Finish-to-startSuccessor starts after predecessor finishesMost common and easiest to audit
Start-to-startSuccessor starts after predecessor startsOften used for overlapping work
Finish-to-finishSuccessor finishes after predecessor finishesUseful for coordinated completion
Start-to-finishSuccessor finishes after predecessor startsRare; scrutinize carefully

Lags and Leads

ConceptMeaningExam trap
LagWaiting time inserted between related activitiesExcessive lag may hide missing work
LeadNegative lag that overlaps activitiesCan obscure real logic and risk
Hard-coded gapManual date separation without logicMakes the schedule less defensible
Hidden contingencyExtra time embedded in duration or lagMakes risk and float analysis unclear

A schedule with many constraints, lags, open ends, or missing logic may calculate dates, but it may not be a credible CPM model.

Constraints and Milestones

Constraints restrict schedule calculations. They may be necessary, but they should be used carefully.

Constraint Review Table

Constraint typeTypical purposeRisk
Start no earlier thanModels access, permit, release, or contract restrictionCan delay work even if logic allows earlier start
Finish no later thanModels required deadline or contractual milestoneCan create negative float
Must start onForces start dateCan override logic and distort float
Must finish onForces finish dateCan create artificial criticality
As late as possibleDelays activity within available floatMay consume float unintentionally

Milestone Rules

  • Contract milestones should be clearly coded and traceable.
  • Internal milestones should support management decisions.
  • A milestone should usually have zero duration.
  • Milestones need predecessors and successors unless they are legitimate project start or finish points.
  • A milestone with no logic may be a reporting marker, not a schedule control point.

Float: What Candidates Often Misread

Float is one of the most tested scheduling concepts because it is easy to misinterpret.

Total Float vs. Free Float

TypeMeasuresPractical meaning
Total floatDelay possible before delaying project completion or selected finish milestoneShared along a path
Free floatDelay possible before delaying the next successorAvailable without affecting immediate successor
Negative floatAmount by which calculated dates exceed a required dateIndicates schedule pressure or infeasibility
Zero floatNo flexibility relative to the calculated controlling finishOften critical, but check constraints and calendars

Float Decision Rules

  1. Low float does not automatically mean high importance. It means limited time flexibility.
  2. High float does not mean the work can be ignored. Interfaces, resources, and risk still matter.
  3. Float is path-based. Delaying one activity can consume float for multiple downstream activities.
  4. Negative float requires explanation. It usually points to an imposed date, delay, or recovery need.
  5. Critical path can change after progress updates. Do not assume the baseline critical path remains critical.

Calendars and Date Interpretation

Calendars affect calculated dates and float. They are a frequent source of wrong answers because candidates calculate as if every day is a workday.

Calendar Types

CalendarUsed for
Project calendarGeneral work pattern for the project
Activity calendarSpecific work pattern for certain activities
Resource calendarAvailability of labor, equipment, crews, or specialty resources
Weather calendarSeasonal or climate-driven work limitations
Shutdown or outage calendarLimited access or operational windows

Calendar Traps

  • Two activities with the same duration can finish on different calendar dates.
  • Float may be calculated using successor calendars or project calendar rules depending on software settings.
  • Weekend, holiday, and shift assumptions can change criticality.
  • A milestone on a nonwork day may behave differently depending on calendar assignment.
  • Comparing schedules requires checking whether calendars changed.

Baselines, Updates, and Forecasting

A baseline is the approved schedule used for comparison. Updating is the process of incorporating actual progress and forecasting remaining work.

Baseline vs. Current Schedule

Schedule typePurpose
Baseline scheduleApproved reference plan
Current scheduleLatest updated model reflecting actual progress and forecast
Recovery schedulePlan to regain lost time or meet a required date
Revised baselineApproved replacement baseline, usually after authorized scope or plan change
As-built scheduleHistorical record of actual sequence and dates

Proper Update Sequence

    flowchart TD
	    A[Set status/data date] --> B[Enter actual starts and finishes]
	    B --> C[Update remaining durations]
	    C --> D[Record percent complete or physical progress]
	    D --> E[Review out-of-sequence work]
	    E --> F[Recalculate schedule]
	    F --> G[Analyze critical and near-critical paths]
	    G --> H[Compare to baseline]
	    H --> I[Report variance and forecast]

Update Quality Checks

CheckWhy it matters
Status date is clearSeparates actual history from forecast
Actual dates are realisticPrevents false progress
Remaining duration is updatedPercent complete alone is not enough
Logic reflects current planField changes may invalidate baseline logic
Critical path is reviewedProgress can shift the controlling path
Forecast dates are explainedStakeholders need causes, not just new dates

Percent Complete and Progress Measurement

Progress measurement should match the type of work. A schedule update becomes unreliable when percent complete is subjective or inconsistent.

Common Progress Methods

MethodBest forRisk
0/100Short tasks with clear completionUnderstates progress until complete
50/50Short tasks where start and finish are meaningfulCan overstate early progress
Weighted milestonesEngineering, procurement, deliverablesRequires good milestone weights
Physical percent completeConstruction quantities or installed workNeeds objective measurement
Level of effortSupport work tied to time passageShould not drive critical path analysis
Remaining durationForecasting schedule completionMust be honestly reassessed

Key Distinction

Percent complete and remaining duration are not the same.

An activity may be 80% complete but still have substantial remaining duration if the remaining work is difficult, constrained, or awaiting approval. Conversely, an activity may be 30% complete but close to finishing if early progress measurement was conservative.

The PSP exam may expect familiarity with how schedule information connects to project controls and performance measurement.

Core Earned Value Terms

TermMeaning
Planned valueBudgeted value of work planned by a point in time
Earned valueBudgeted value of work actually accomplished
Actual costActual cost incurred for work performed
Schedule varianceEarned value minus planned value
Schedule performance indexEarned value divided by planned value

Common formulas:

\[ SV = EV - PV \]\[ SPI = \frac{EV}{PV} \]

Interpretation Rules

ResultBasic interpretationCaution
SV greater than 0More value earned than plannedDoes not prove critical path is ahead
SV less than 0Less value earned than plannedMay or may not affect completion date
SPI greater than 1Work accomplished faster than planned by valueCan be misleading late in project
SPI less than 1Work accomplished slower than planned by valueMust be compared with CPM forecast

Earned value schedule indicators do not replace CPM analysis. A project can have favorable earned value metrics and still be late if critical path work is delayed.

Resources, Productivity, and Leveling

Schedules should be achievable with available resources. Resource loading connects work quantities and productivity assumptions to durations.

Resource Concepts

ConceptMeaning
Resource loadingAssigning labor, equipment, or materials to activities
Resource histogramTime-phased view of resource demand
Resource levelingAdjusting schedule to resolve resource over-allocation
Resource smoothingAdjusting activities within available float without changing completion
Productivity rateOutput per unit of resource effort or time
Crew logicSequencing driven by crew movement or workface availability

Leveling Decision Rules

SituationLikely action
Resource demand exceeds availabilityLevel, add resources, resequence, or extend duration
Activity has floatIt may be shifted without delaying project completion
Critical activity lacks resourcesProject finish may be at risk
Leveling delays a critical activityCompletion date may move
Added resources reduce durationCheck productivity, congestion, learning curve, and cost impact

A common mistake is assuming more resources always shorten the schedule. In practice, congestion, limited workfaces, rework, supervision limits, and procurement constraints can reduce productivity.

Schedule Compression

Schedule compression attempts to shorten the project duration. It usually increases cost, risk, or coordination burden.

Compression Methods

MethodDescriptionMain risk
CrashingAdd resources or spend more to reduce durationHigher cost; diminishing returns
Fast-trackingOverlap activities that were originally sequentialRework and coordination risk
ResequencingChange logic to improve workflowMay violate technical or contract requirements
Overtime or shift workIncrease work hoursFatigue, productivity loss, safety risk
Scope reductionRemove or defer work if authorizedMust be contractually and technically valid
Prefabrication/modularizationMove work offsite or parallelizeInterface and logistics risk

Compression Exam Trap

If asked for the best compression option, first identify the critical path. Compressing noncritical work does not shorten the project unless it becomes critical or affects a controlling interface.

Schedule Risk and Uncertainty

A deterministic CPM schedule uses fixed durations, but real projects contain uncertainty. Schedule risk analysis evaluates the likelihood of different completion outcomes.

Risk Review Points

TopicKnow this
Risk eventSpecific uncertain event that may affect schedule
UncertaintyRange of possible outcomes for duration, productivity, or timing
ContingencyTime or resources reserved for identified uncertainty
SensitivityShows which activities or paths most influence completion
Criticality indexIndicates how often an activity appears on the critical path in simulations
Monte Carlo simulationUses probability distributions to model possible schedule outcomes

Risk Traps

  • Do not treat CPM completion date as guaranteed.
  • Do not bury all contingency in activity durations without transparency.
  • Do not ignore near-critical paths.
  • Do not assume the longest deterministic path is always the highest-risk path.
  • Do not confuse risk response planning with after-the-fact delay analysis.

Delay Analysis and Forensic Scheduling

Delay analysis determines how events affected schedule completion or interim milestones. The key issues are usually causation, timing, criticality, concurrency, and entitlement under the applicable contract framework.

Common Delay Analysis Concepts

ConceptMeaning
As-planned scheduleOriginal planned sequence and dates
As-built scheduleActual sequence and dates
Impacted as-plannedAdds delay events to the planned schedule
Collapsed as-builtRemoves delay events from the as-built to estimate effect
Windows analysisEvaluates delay in time periods using contemporaneous updates
Time impact analysisInserts a delay fragnet into an appropriate schedule update
FragnetSmall network representing a change or delay event
Concurrent delaySeparate delays occurring in the same period that affect completion
Excusable delayDelay that may justify time relief depending on contract terms
Compensable delayDelay that may justify cost recovery depending on contract terms

Delay Analysis Decision Questions

  1. What was the controlling critical path before the event?
  2. Did the event affect a critical or near-critical activity?
  3. Did the event consume float or delay completion?
  4. Was there concurrent delay?
  5. Are the records contemporaneous and reliable?
  6. Did the schedule update accurately reflect actual progress?
  7. Was the delay caused by the event, or by unrelated performance issues?
  8. What does the contract require for notice, documentation, and analysis?

Avoid jumping from “an event occurred” to “the project was delayed.” The exam often expects you to connect the event to critical path impact.

Schedule Quality Review

A schedule can look detailed but still be weak. Quality review focuses on whether the model is logical, complete, maintainable, and useful for control.

Schedule Quality Checklist

CheckRed flag
Complete scope coverageMissing procurement, approvals, commissioning, or handover
Clear logicOpen starts, open finishes, excessive constraints
Reasonable durationsVery long activities with subjective progress
Minimal hard constraintsDates forced without explanation
Proper calendarsIncorrect workweek, holidays, or access windows
Activity codingPoor filtering, reporting, or responsibility tracking
Baseline integrityUnapproved changes to baseline
Update disciplineActuals after data date or forecast work before data date
Critical path credibilityCritical path driven by constraints instead of real work
Resource feasibilityDemand exceeds practical availability
Change traceabilityApproved changes not incorporated or undocumented

Common Schedule Defects

  • Open-ended activities with no predecessor or successor.
  • Excessive use of start-to-start relationships with large lags.
  • Negative lags used to force overlap.
  • Constraints used instead of logic.
  • Progress entered without remaining duration review.
  • Activities with actual dates in the future.
  • Forecast dates before the status date.
  • Missing long-lead procurement.
  • Ignoring testing, turnover, commissioning, or owner approvals.
  • Out-of-sequence progress not analyzed.

Contract, Change, and Schedule Control

The exam may frame scheduling within a project controls environment. Know how schedule control supports change management.

Change Control Schedule Questions

QuestionWhy it matters
Is the change within original scope?Determines whether baseline change may be justified
Does the change affect critical path?Determines time impact
Is there a fragnet?Shows added or changed work logically
Which schedule update is used?Analysis should reflect conditions when the change occurred
Was notice given?Contract administration issue
Are mitigation steps documented?Supports reasonableness of response
Are cost and schedule impacts separated?Time impact and cost impact are related but distinct

Baseline Change Trap

Not every variance justifies a new baseline. A baseline should generally be changed only through an approved process, such as authorized scope change, major approved resequencing, or other accepted project control procedure. Routine poor performance should be shown as variance, not erased.

Reporting and Communication

A scheduler must communicate schedule status clearly to project stakeholders.

Useful Schedule Reports

ReportPurpose
Milestone reportShows key contractual and management dates
Critical path reportIdentifies controlling work
Lookahead scheduleSupports short-term execution planning
Variance reportCompares current forecast to baseline
Float reportHighlights low-float and negative-float activities
Resource histogramShows resource demand over time
Progress S-curveSummarizes planned vs. actual or earned progress
Delay logTracks events, notices, and potential impacts
Change logConnects approved changes to schedule effects

Good Reporting Practice

  • Separate facts, forecasts, assumptions, and recommendations.
  • Explain causes of variance, not just date movement.
  • Identify critical and near-critical work.
  • Show what changed since the last update.
  • Make recovery actions specific and accountable.
  • Avoid overloading executives with raw activity lists.

Ethics and Professional Judgment

Professional scheduling requires objectivity, transparency, and sound judgment. The exam may present scenarios where the technically correct answer also requires ethical handling of schedule information.

Ethical Risk Areas

SituationBetter practice
Pressure to hide delayReport accurate status and assumptions
Unapproved baseline manipulationPreserve baseline integrity
Selective use of dataPresent complete and relevant information
Unsupported delay claimRequire documentation and causation
Artificial progress entryUse objective progress measurement
Concealed constraints or logic changesDocument schedule changes clearly

A credible scheduler does not simply produce favorable dates. The scheduler produces defensible information for decision-making.

Calculation Quick Review

Forward and Backward Pass

For simple exam networks:

  1. During the forward pass, calculate early dates from project start to finish.
  2. During the backward pass, calculate late dates from project finish back to start.
  3. Total float is the difference between late and early dates.
  4. The critical path usually has the lowest total float.
  5. If a required finish date is earlier than the calculated finish, negative float may appear.

Duration and Productivity

If a work quantity and productivity rate are provided:

\[ Duration = \frac{Quantity}{Production\ Rate} \]

If crew size affects total production:

\[ Duration = \frac{Quantity}{Crew\ Size \times Productivity\ per\ Crew\ Unit} \]

Check units carefully. Hours, shifts, calendar days, and workdays are not interchangeable.

Schedule Variance and SPI

\[ SV = EV - PV \]\[ SPI = \frac{EV}{PV} \]

Interpret earned value results together with CPM. A value-based schedule variance does not automatically equal a day-for-day delay to project completion.

Common Exam Traps

Conceptual Traps

TrapBetter thinking
“Critical” means most importantCritical means controlling completion or selected milestone
More detail always improves scheduleExcessive detail can reduce maintainability
Float belongs to one activity ownerFloat is path-based and often shared
Baseline should be changed whenever the forecast changesForecast variance is not the same as approved baseline revision
Percent complete determines finish dateRemaining duration and logic drive forecast finish
Earned value replaces CPMEV measures value performance; CPM forecasts time
Any delay event creates project delayMust prove critical path impact
Constraints improve accuracyConstraints can hide flawed logic
Resource leveling is harmlessIt can change the critical path and finish date
A current schedule is automatically reliableUpdate quality must be reviewed

Calculation Traps

  • Forgetting to include lag.
  • Ignoring relationship type.
  • Treating calendar days as workdays.
  • Choosing the path with the most activities instead of the longest duration.
  • Calculating free float as if it were total float.
  • Missing negative float caused by an imposed finish date.
  • Not recalculating after a progress update.
  • Rounding productivity or duration too early.
  • Comparing baseline and current dates without checking scope changes.

Fast Review Tables

Best Action by Scenario

ScenarioBest first response
Schedule shows negative floatIdentify imposed constraint or required date causing it
Activity is delayed but has total floatCheck whether float is consumed and whether path becomes critical
Project is lateAnalyze current critical path and variance causes
Need to shorten projectCompress critical path work first
Excessive resource demandReview resource availability, leveling, sequencing, and productivity
Many activities have no successorsCorrect open ends unless justified
Progress is out of sequenceDetermine whether logic should be retained, revised, or explained
Change order adds workModel a fragnet and analyze time impact
Earned value SPI is favorable but finish slippedCPM critical path likely affected by work not reflected in aggregate SPI
Baseline no longer reflects approved scopeUse formal change control, not informal date edits

Schedule Document Review

Document or dataWhat to verify
Basis of scheduleAssumptions, calendars, constraints, productivity, exclusions
Baseline scheduleApproval, scope alignment, logic, milestones
Update narrativeProgress, changes, delays, critical path, recovery plan
Change logApproved and pending changes
Risk registerSchedule risks and response actions
Resource planCrew availability and productivity basis
Procurement logLong-lead items and delivery risks
Delay logEvents, dates, notice, responsibility, effect
Meeting minutesContemporaneous decisions and constraints
Daily reportsActual labor, equipment, weather, and progress

How to Use Practice Questions After This Review

After reading this Quick Review, move into active practice. The fastest improvement usually comes from answering original practice questions, then studying detailed explanations carefully.

  1. CPM foundations drill Practice forward pass, backward pass, float, relationship types, lags, and constraints.

  2. Schedule development drill Work questions on WBS, activity definition, calendars, milestones, coding, and baseline quality.

  3. Updating and control drill Focus on status date, actuals, remaining duration, progress measurement, and variance.

  4. Resources and risk drill Review resource loading, leveling, productivity, contingency, and schedule risk concepts.

  5. Delay analysis drill Practice identifying critical path impact, concurrent delay, fragnets, and reliable records.

  6. Mixed mock exam set Combine calculations, judgment questions, and scenario-based scheduling decisions.

What to Review in Explanations

When using a question bank, do not stop at whether your answer was right. For each missed or uncertain question, identify:

  • The scheduling concept being tested.
  • The decision rule you missed.
  • Any calculation setup error.
  • Any keyword that changed the answer.
  • Whether the issue was planning, CPM, updating, risk, resources, or delay analysis.
  • How you would recognize the same concept in a different scenario.

Final Readiness Checklist

Before attempting a full mock exam, make sure you can confidently:

  • Explain the difference between planning and scheduling.
  • Build a logical activity network from scope and WBS.
  • Calculate and interpret early dates, late dates, total float, and free float.
  • Identify the critical path and near-critical paths.
  • Recognize the effect of calendars, lags, constraints, and milestones.
  • Update a schedule using actuals, remaining durations, and a status date.
  • Compare current schedule forecasts to the baseline.
  • Interpret schedule variance without confusing it with CPM delay.
  • Evaluate resource loading and leveling impacts.
  • Choose appropriate schedule compression methods.
  • Understand risk, contingency, and uncertainty in schedule forecasts.
  • Analyze delay using causation, criticality, timing, and documentation.

Practical Next Step

Use this Quick Review as your checklist, then move into PM Mastery practice with topic drills, original practice questions, mock exams, and detailed explanations. Focus first on CPM logic, float, updating, and delay-analysis scenarios, because those areas often reveal whether you truly understand professional planning and scheduling judgment.

Continue in PM Mastery

Use this Quick Review as a final concept map, then move into PM Mastery for focused topic drills, mixed practice sets, timed mock exams, and detailed explanations. The practice questions are original PM Mastery practice items; they are not official AACE questions, copied live-exam content, or exam dumps.