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AACE International PSP certification is an excellent way for professionals in the project management and cost engineering fields to demonstrate their expertise in planning and scheduling. Planning & Scheduling Professional (PSP) Exam certification can lead to improved job opportunities, higher salaries, and increased credibility in the industry.
NEW QUESTION # 128
Considering the information provided for the project, what is the factor that most influences the successful crashing of the schedule?
- A. Avoiding the 2023-2024 winter/wet weather season
- B. Minimizing the indirect expenditure chargeable to the contractor
- C. Maximizing the $500,000 bonus
- D. Avoiding a late delivery penalty from the owner
Answer: D
NEW QUESTION # 129
The Work Breakdown Structure (WBS) is established to reflect the:
- A. lowest level reporting back to the program WBS
- B. lowest level of the project estimate
- C. lowest level of effort scope
- D. lowest level where the work is managed
Answer: D
NEW QUESTION # 130
If someone wanted to constrain a project's end date so that any project slippage would cause negative float, they would do so by using
- A. Finish-no-earlier constraint on the first activity
- B. Finish-no-earlier constraint on the last activity
- C. Finish-no-later constraint on the last activity
- D. Start-no-later constraint on the first activity
Answer: C
Explanation:
To constrain a project's end date, a Finish-No-Later constraint is applied to the last activity. This ensures any slippage results in negative float, signaling delays relative to the fixed deadline.
Option A and B apply to earlier constraints, which are not relevant for controlling the project's end date.
Option D applies a constraint to the first activity, not the project finish.
This concept aligns with controlling project deadlines as described in the PSP Study Guide.
NEW QUESTION # 131
Management has determined the need to release the product 20 days earlier than planned. What tasks need to be expedited?
- A. Printing the Manual.
- B. Drafting and Proofing the Manual.
- C. Packaging only.
- D. Testing, Manufacturing and Packaging.
Answer: D
NEW QUESTION # 132
The BEST reason to use multiple calendars is to:
- A. allow each specialty contractor to have a unique schedule of work/non-work periods
- B. track owner activities according to their specific calendar in order to develop a good working relationship
- C. evaluate float for the benefit of the contractor
- D. more accurately show how the project will be built
Answer: D
Explanation:
* Purpose of Multiple Calendars:
Multiple calendars account for varied work/non-work periods among resources, regions, or activities, accurately representing project execution.
* Evaluation of Other Options:
B, C, D: These may be secondary benefits but are not the primary reason.
* Verification with PSP Guidelines:
The PSP Study Guide emphasizes the importance of calendars for realistic scheduling (Ref: PSP Study Guide, Chapter 2A: Calendars and Constraints).
NEW QUESTION # 133
Determine the correct formula and date for the late finish for Activity 6002.
- A. LS of 6003 less 1 day equaling 09 Mar 2023
- B. LS of 6003 plus 1 day equaling 09 Mar 2023
- C. LS of 6003 plus 1 day equaling 09 Mar 2022
- D. LS of 6003 less 1 day equaling 09 Mar 2022
Answer: B
NEW QUESTION # 134
Control Level Schedule activities are NOT one of the following:
- A. always used to establish the scope and track the status of automation control systems
- B. always reporting the status of phase deliverables
- C. always analogous with Control Accounts
- D. may be composed form multiple WBS deliverable packages
Answer: A
NEW QUESTION # 135
When are KPIs defined?
- A. At NTP
- B. At project initiation
- C. After the Bidding Phase
- D. At the start of the Construction Phase
Answer: B
NEW QUESTION # 136
Free float is the
- A. Difference between the early dates and late dates of an activity.
- B. Difference In float value of the critical path activities and the float value of the specific activity being analyzed.
- C. Amount of time the early start of an activity can be delayed without impacting the early start of the successor activity.
- D. Difference between the early finish dates and late finish dates of an activity.
Answer: C
NEW QUESTION # 137
Using the "normal" schedule, theoretically construct a hammock for activities 2001 through 2004. What is the duration of the hammock?
- A. 183 days
- B. 168 days
- C. 193 days
- D. 91 days
Answer: A
NEW QUESTION # 138
The linear scheduling velocity diagram has the following two-axis:
- A. Time and location
- B. Location and crew size
- C. Time and rate of progress
- D. Time and crew size
Answer: C
NEW QUESTION # 139
You are providing construction management services for a small office building project. Your duties include reviewing and approving the contractor's baseline schedule. The contractor has submitted the first baseline schedule for the project.
The contractor has included codes for each activity that identify {1) the category of work and (2) the trade/subcontract performing the work. What can this code information be used for?
- A. Group schedule activities together based on their start dates
- B. Organize reports to group related work activities
- C. Display detailed information regarding the sequencing of activities in the schedule
- D. Display resources me contractor plans to use on each activity
Answer: B
NEW QUESTION # 140
The characteristic of the precedence diagramming method that models construction projects differently than the arrow diagramming method is that it____________.
- A. allows multiple relationship types to be associated with activities
- B. can be used to calculate the late start and late finish of all activities
- C. uses arrows to signify logic in a network
- D. allows more than one critical path to be represented
Answer: A
Explanation:
* Precedence Diagramming Method (PDM):
PDM allows for Start-to-Start (SS), Finish-to-Start (FS), Start-to-Finish (SF), and Finish-to-Finish (FF) relationships between activities.
This flexibility makes PDM distinct from Arrow Diagramming Method (ADM), which uses arrows to depict dependencies.
* Evaluation of Options:
Option A: Incorrect. This describes ADM, not PDM.
Option B: Incorrect. Both PDM and ADM can represent multiple critical paths.
Option C: Incorrect. Late start and finish calculations apply to both methods.
Option D: Correct. PDM uniquely allows multiple relationship types.
NEW QUESTION # 141
Determine the driving activity for Activity 10001.
- A. Activity 9005.
- B. There is no driving activity for Activity 10001 in the backward pass.
- C. Activity 10002.
- D. Activity 11001.
Answer: D
Explanation:
Driving Activity Concept:
The driving activity in a backward pass is the one that determines the late start or finish of the dependent activity.
Activity 10001 (Valve House - Complete) is directly dependent on its successor, Activity 11001 (Spillway - Concrete).
Backward Pass Logic:
In backward pass calculations, the late start of Activity 11001 establishes the late finish of Activity 10001 due to their finish-to-start (FS) relationship.
This makes Activity 11001 the driving activity.
Verification:
According to the PSP Study Guide, driving activities are identified based on their logical ties and the critical path's constraints (Ref: PSP Study Guide, Chapter 2A: Activity Relationships and Critical Path Analysis).
Thus, the driving activity for Activity 10001 is A. Activity 11001.
NEW QUESTION # 142
By subtracting a measured unit productivity rate during an impacted period from the unit productivity rate during an unimpacted period, the resulting value represents:
- A. Acceleration.
- B. Productivity loss.
- C. Productivity efficiency.
- D. Production output.
Answer: B
Explanation:
* Calculation of Productivity Loss:
Subtracting productivity during an impacted period from unimpacted productivity quantifies the reduction in efficiency or loss in productivity.
* PSP Study Guide Reference:
Productivity analysis includes evaluating impacted vs. unimpacted periods to assess losses.
* Conclusion: The correct answer is C, as the difference represents productivity loss.
NEW QUESTION # 143
What is accurate about Activity 7001 in the precedence diagram?
- A. The LF is not correct
- B. The LF is correct
- C. The successor FF lag from 7001 to 11001 is not shown
- D. The TF is not calculated correctly
Answer: A
Explanation:
* The Late Finish (LF) of Activity 7001, when compared with dependencies in the precedence diagram, does not align with logical flow, indicating an error in its calculation.
* Validating LF involves backward pass calculations, which must respect lags and durations.
* Reference: PSP Study Guide, Section 2.3.4 - Schedule Change Management, and 2.4.3 - Schedule Analysis, focus on identifying and correcting logic or calculation errors in schedules.
NEW QUESTION # 144
Constraints control events or activities that __________________.
- A. May be over-ridden by activity logic.
- B. Are not based on project relationships.
- C. Affect only the forward pass.
- D. Affect only the backward pass.
Answer: B
Explanation:
* Role of Constraints:
Constraints impose specific conditions on schedule events or activities, such as fixed start dates or imposed milestones.
These are external to the natural logic relationships established in a network (e.g., predecessor-successor relationships).
* PSP Study Guide Reference:
The guide describes constraints as independent factors that override logic-based sequencing when necessary.
* Analysis of Options:
Option A and C: Constraints impact both forward and backward passes, not exclusively one.
Option D: Constraints supersede activity logic rather than being overruled by it.
* Conclusion: The correct answer is B, as constraints operate independently of project logic relationships.
NEW QUESTION # 145
There is only enough room for a maximum of 4 cranes to be placed on-site. Assuming that a single crane can perform 35 lifts per day and that a column pour requires 60 lifts, what is the minimum number of tower cranes that should be used for the above described column pours?
- A. 1 crane
- B. 4 cranes
- C. 3 cranes
- D. 2 cranes
Answer: C
Explanation:
Column Pour Requirements:
Each column pour requires 60 lifts per day.
Crane Capacity:
Each crane can perform 35 lifts per day.
Determine Minimum Cranes Required:
Minimum Cranes = Column Lifts ÷ Crane Capacity = 60 ÷ 35 ≈ 1.71 cranes.
Since partial cranes cannot be used, round up to 3 cranes.
Cross-Verification:
Option A (2 cranes): Incorrect. Insufficient lifts per day.
Option B (1 crane): Incorrect. Infeasible.
Option C (4 cranes): Incorrect. Exceeds requirement.
Option D (3 cranes): Correct. Satisfies lift requirements efficiently.
Reference:
PSP Study Guide (2019), Sections on Equipment Productivity and Resource Allocation.
AACE Recommended Practices, RP 10S-90.
NEW QUESTION # 146
What was the original planned duration for Activity A through Activity G?
- A. 24.
- B. 26.
- C. 28.
- D. 25.
Answer: C
NEW QUESTION # 147
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