Pass the AACE International Professional Level Certifications PSP Questions and answers with ExamsMirror

 Crashed Schedule Predecessors to Activity 2004:

Activity 2004 (River Diversion to Pipeline) depends on completion of:

1001 (Preliminary Civil Work).

2001 (River Diversion Stage 1).

2002 (River Diversion Stage 2).

2003 (River Diversion Dam).

 Exclusion of Other Activities:

Activity 2007 is not part of the crashed schedule's direct predecessor chain.

Other options include duplicated or incorrect entries.

 PSP Study Guide Reference:

Logical sequence analysis confirms these predecessors (Ref: PSP Study Guide, Chapter 2A: Activity Sequencing and Critical Path Analysis).

 Definition of a Critical Path Method (CPM) Schedule:

CPM schedules are based on network diagrams that logically link activities, showing the sequence and dependencies between them.

These schedules identify the critical path, which is the longest path through the network, determining the project's shortest possible duration.

 Evaluation of Options:

Option A: Incorrect. While CPM schedules do include tasks and timelines, the defining feature is the logical interconnection of activities.

Option B: Incorrect. CPM schedules are not limited to "risky" work; they show all activities.

Option C: Incorrect. CPM schedules use network diagrams, not just graphical representations.

Option D: Correct. The network diagram is the key characteristic of CPM schedules.

The use of a winter/wet weather seasonal calendar is essential in planning and scheduling to account for climatic conditions that can impact project timelines. The PSP Study Guide emphasizes identifying project variables, such as environmental conditions, and incorporating them into the project plan to manage risks and constraints effectively. Seasonal calendars help planners predict periods of reduced productivity, increased costs, and potential delays due to adverse weather conditions (PSP Study Guide, Subchapter 1.2.4, "Project Variables").

These calendars are particularly useful for:

Forecasting potential schedule impacts during specific periods.

Enhancing the accuracy of risk management plans (PSP Study Guide, Section 1.3.13, "Risk and Recovery Plan").

Aiding in decision-making regarding resource allocation during slow periods.

Scheduling Professional Study Guide and Documents References

Forward Pass Calculation:

A forward pass determines the earliest start (ES) and earliest finish (EF) dates for all activities, progressing from project start to finish.

Total float is calculated later by comparing early and late dates.

PSP Study Guide References:

Forward and backward pass calculations are core elements of CPM scheduling methodology​.

Conclusion: The correct answer is B, as forward pass provides ES and EF for activities.

 Requirement to Expedite:

To release the product 20 days earlier, critical path activities must be expedited.

Critical path activities: A (Testing), D (Manufacturing), G (Packaging).

 Excluded Activities:

Activities like drafting (Activity C) or proofing (Activity F) are not critical and do not impact the total project duration.

 Verification with PSP Guidelines:

PSP guidelines emphasize expediting critical path tasks for schedule acceleration (Ref: PSP Study Guide, Chapter 2B: Schedule Compression Techniques).

A

 Critical Path Characteristics:

The critical path is the sequence of activities that determines the overall project duration.

It represents the longest duration path through the network and typically has zero float unless delays or constraints introduce negative float.

 PSP Study Guide References:

Critical path analysis is a foundational concept in schedule management, as covered extensively in the PSP guide​.

 Analysis of Options:

Option A: Correct. The critical path always has the longest duration.

Option B: Zero float is common but not universal due to constraints or delays.

Option C and D: Negative float describes specific scenarios but does not define the critical path universally.

 Conclusion: The correct answer is A, as the critical path is the longest-duration path through the network.

Original Completion Date (Normal Schedule):

Project completion is originally set for 03-01-04 (based on all durations and dependencies).

Slippage Details:

Activity 1001: Slipped by 10 days.

Activity 10002: Slipped by 35 days.

Remaining activities retain original durations.

Revised Completion Date Calculation:

Adjust original completion date for the cumulative slippage of 35 days (largest impact).

New completion date = 03-01-04 + 10 days = 03-11-04.

Cross-Verification with Answer Options:

Option A (02-19-04): Incorrect. Ignores slippage.

Option B (03-21-04): Incorrect. Overestimates slippage impact.

Option D (03-20-04): Incorrect. Does not align with the logical sequence.

Option C (03-11-04): Correct. Matches adjusted completion date.