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

 Resource Leveling:

Resource leveling adjusts start and finish dates of activities to resolve resource conflicts or constraints, balancing availability and demand.

In construction projects, breaks in continuity of work for subcontractors can result in increased costs due to remobilization and demobilization.

 PSP Study Guide References:

The PSP guide explains that resource leveling must be carefully analyzed to avoid disruptions in work continuity​.

 Conclusion: The correct answer is A, as the scheduler must account for potential cost implications of resource leveling on subcontractors.

Activity Overview and Dependencies:

From the provided schedule data, Activity 3001 (Excavation, Dam Site) starts with multiple logical relationships:

Successor activities include SS (Start-to-Start) and FS (Finish-to-Start) dependencies with other tasks.

Specifically, these relationships link 3001 to 4001 (Excavation, Spillway) and 5001 (Drill and Grout, Dam Site).

Normal Schedule Context:

Excluding Activity 1000, we focus on Activity 3001's logical relationships to determine which activities are concurrent.

In the "Normal Schedule", Activity 3001 has a duration of 152 days and overlaps with Activities 4001 (152 days) and 5001 (102 days). Both activities share similar dependencies and durations with Activity 3001, making them concurrent.

Schedule Dependency Analysis:

Concurrent activities are identified by overlapping durations and logical relationships that align their schedules.

Activity 4001 is linked via SS and FF dependencies, ensuring simultaneous start and finish points.

Activity 5001 starts as 3001 progresses (SS and FS dependencies).

Final Answer Validation:

Other listed activities, such as 2003 and 7001 (Answer A) or 2004 (Answer B), are not logically or temporally concurrent based on their dependencies and durations.

Only 4001 and 5001 have concurrent schedules aligning with Activity 3001.

Study Guide Reference:

Planning and Scheduling Professional Certification Study Guide, Chapter 2 – Scheduling, sections on "Dependencies and Constraints" (p. 157) and "Sequencing Activities" (p. 151).

For further insights into identifying concurrency using logical relationships, refer to AACE's Recommended Practice 10S-90: Cost Engineering Terminology.

This structured approach ensures alignment with PSP standards and principles in evaluating concurrent activities in complex schedules.

Understanding As-Built Critical Path Analysis:

Determining the as-built critical path of a project involves identifying the sequence of activities that actually dictated the completion of the project. This is especially important in projects that are underway, as schedules often deviate from the original baseline due to progress updates and unplanned changes​​.

Explanation of Each Option:

A. Use the progressed portion of the critical path of all the updates previous to the current update:This is correct. To determine the most likely as-built critical path, analyzing the progressed portion of the critical path from all previous updates provides the most accurate representation of the project’s actual execution. By reviewing the progression over time, you can piece together the actual sequence of critical activities​​.

B. Use the progressed portion of the critical path of the baseline schedule:This is incorrect. The baseline schedule reflects the original plan, which may no longer be accurate due to progress deviations, delays, or changes in logic. Using the baseline alone does not account for the dynamic nature of the project​.

C. Interview the project personnel for their perceptions and opinions because the schedule is usually inadequate:This is incorrect. While project personnel may provide insights, relying solely on subjective opinions introduces biases and inconsistencies. A properly maintained and updated schedule is far more reliable for determining the critical path​.

D. Use the forward-looking critical path of the most current updates:This is incorrect. The forward-looking critical path only reflects what is expected to happen from the current point onward. It does not provide an accurate representation of the as-built critical path up to the current point​.

 Study Guide References:

The PSP Study Guide emphasizes the importance of analyzing progress updates to trace the actual sequence of critical activities. Section 2.3.2 (Tracking Schedule Progress) discusses the role of historical updates in understanding project performance​.

The guide also highlights that a proper as-built analysis requires a review of all updates to identify shifts in the critical path over time​.

Defining the execution plan is the foundational step in creating a CPM schedule. This involves understanding the project's scope of work and outlining how it will be executed to meet project objectives.

Option A (bar chart) is a visualization step but does not address planning the sequence or scope execution.

Option C (resources) comes later in schedule development after the scope and plan are defined.

Option D (logic diagram) is a subsequent step that relies on the execution plan​​.

The PSP Study Guide emphasizes scope and execution planning as critical first steps​.

To reconstruct a CPM schedule electronically and determine the critical path, the following are essential:

Detailed listing of working days for each calendar (Option A): Ensures accurate scheduling across varying work periods.

Predecessor and successor relationships (Option B): Establishes logic and dependencies.

Tabular data including early/late dates (Option D): Necessary for computing float and identifying the critical path.

Assigned party responsibility (Option C) is important for resource management but not required to calculate the critical path​​.

 Calculation of Maximum Lifts Per Crane Per Day:

A single crane performs 30 lifts per day.

 Number of Cranes and Days:

3 cranes working for 5 days = 3×30×53 \times 30 \times 53×30×5.

 Total Lifts:

Total lifts = 450450450.

 Verification with PSP Guidelines:Efficient resource calculation is critical in equipment planning (Ref: PSP Study Guide, Chapter 2A: Resource Allocation and Optimization).

 Logic Organization Requirement:

Activity 6002 is required to begin 10 days after the start of Activity 6001.

A start-to-start (SS) relationship with a 10-day lag effectively captures this requirement.

 Exclusion of Other Options:

Option B: Placing the lag on Activity 6002 introduces unnecessary complexity.

Option C: Start-to-finish relationships are not appropriate for this situation.

Option D: A finish-to-start relationship does not meet the requirement of aligning start times.

 Verification with PSP Guidelines:The PSP Study Guide emphasizes using SS relationships with lags for activities that need staggered starts (Ref: PSP Study Guide, Chapter 2A: Relationships and Lags).

The Estimate to Complete (ETC) quantifies the cost required to complete all remaining work.

Option A (Budget at Completion - BAC) is the total approved budget.

Option B (Budgeted Cost of Work Performed - BCWP) measures earned value.

Option D (Estimate at Completion - EAC) includes both actual costs to date and ETC.

ETC is used to forecast project completion costs as outlined in standard project management practices​​.