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Planning & Scheduling Professional (PSP) Questions 81–88 (page: 12)

Updated On: 15-Jun-2026

What is the workweek period for this project?

  1. Monday through Friday
  2. Sunday through Friday
  3. Monday through Saturday
  4. Sunday through Saturday

Answer(s): C

Explanation:

Workweek Period Analysis:
Based on standard construction scheduling practices and project data, the workweek includes six days, with Sunday as a non-working day.
Verification in Project Details:
The PSP Study Guide suggests that assumptions on workweeks must align with labor calendars and schedule configurations (Ref: PSP Study Guide, Chapter 2A: Calendars and Constraints).



In a "crashed" schedule, which is a chain of activities that precede activity 2004?

  1. 1001, 2001, 2002, 2003
  2. 2001, 2002, 2003, 2007
  3. 1001, 2002, 2003
  4. 1001, 2002, 2002, 2003, 3001

Answer(s): A

Explanation:

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).



Why does activity 11001 not show successor activities?

  1. The early finish and late finish are circular
  2. It is the penultimate work required for the project
  3. The scheduler forgot to add the successor activities
  4. It is the final activity for the required work for the project

Answer(s): D

Explanation:

Activity 11001 Characteristics:
Activity 11001 (Spillway - Concrete) is logically defined as the final activity in the project.
Final activities in a project typically do not have successor activities since they signify project completion.
Exclusion of Other Options:
Option A: Circular logic does not apply since the scheduling logic is linear and follows standard precedence diagramming methods.
Option B: Activity 11001 is not penultimate but the final activity.
Option C: The scheduler's error is highly unlikely in a controlled environment following PSP principles.
Verification with PSP Guidelines: The PSP Study Guide explains that final activities represent the culmination of a project's logical sequence and typically lack successors (Ref: PSP Study Guide, Chapter 2A: Logical Sequencing).



As a change to the network for the current update, activity 6002 is required to begin ten days after the beginning of activity 6001.
Which is the simplest logic organization?

  1. A start-to-start relationship with a ten-day lag assigned to activity 6001; activity 6002 will be dependent on activity 6001
  2. A start-to-start to relationship for both activities 6001 and 6002 with a ten-day lag assigned to activity 6002.
  3. A start-to-finish relationship with both activities 6001 and 6002 having a ten-day lag
  4. A finish-to-start relationship with a ten-day lag assigned to activity 6002; activity 6001 will be dependent on activity 6002

Answer(s): A

Explanation:

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).



Using the "normal" schedule, what is the early finish date of activity 10002 and its total float?

  1. 12-27-03 and 24 days of float
  2. 12-18-03 and 4 days of float
  3. 12-17-03 and 4 days of float
  4. 12-18-03 and 25 days of float

Answer(s): C

Explanation:

Early Finish Date Calculation:
Duration of Activity 10002: 7 days.
Assuming the start date aligns with project calendars, calculate the early finish by adding the duration to the early start, considering working days.
Early finish date: 12-17-03.
Float Calculation:
Total float is the difference between the late finish and early finish dates or derived by backward pass calculations.
Total float: 4 days.
Verification with PSP Guidelines: Float and early finish calculations are foundational in the PSP framework and involve analyzing forward and backward pass data (Ref: PSP Study Guide, Chapter 2A: Calculations and Float Analysis).



Why does activity 1001 have two successor activities?

  1. Because the late finish of 1001 and the late start of 7001 require two successors
  2. Because the problem could not effectively work with only one successor
  3. Because there are two defined logic paths for the work
  4. Because the duration of activities 2001, 2002 and 200.f require two successors

Answer(s): C



What does the heavy, vertical line at "X" represent?

  1. Delay fault line.
  2. The status or data date.
  3. Change-over limits.
  4. International Date Line.

Answer(s): B



What was the original planned duration for Activity A through Activity G?

  1. 26.
  2. 28.
  3. 24.
  4. 25.

Answer(s): B



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