[Mar 06, 2026] Prepare For The AACE-PSP Question Papers In Advance [Q107-Q131]

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[Mar 06, 2026] Prepare For The AACE-PSP Question Papers In Advance

AACE-PSP PDF Dumps Real 2026 Recently Updated Questions

The AACE-PSP Certification Exam is a valuable credential for professionals who want to advance their careers in project planning and scheduling. It demonstrates to potential employers and clients that the individual has the knowledge and skills necessary to effectively plan, schedule, and control projects. Additionally, certified professionals have access to a global network of peers and resources that can help them stay current with industry trends and best practices.

The AACE-PSP Certification Exam is a valuable credential for professionals in project management, engineering, construction, and other related fields. Planning & Scheduling Professional (PSP) Exam certification exam is based on the AACE International Recommended Practice for Planning, Scheduling, and Progress Control, which is a widely accepted industry standard for project planning and scheduling. AACE-PSP exam covers various topics, including project planning, scheduling, resource management, and project control, among others.

NEW QUESTION 107
If a detailed estimate is NOT available to assist in the formulation of activity durations but unit quantities have been identified, what information can be utilized to estimate work package/activity durations?

The Eichleay formula

Historical production rates

Time impact analysis

Black-Scholes model

NEW QUESTION 108
What method offers the best chance of the schedule being used effectively to implement the project in the field?

Issue detailed schedule updates as frequently as possible.

Obtain consent and agreement to the schedule from the key project personnel.

Include detailed and stringent set of scheduling specifications in the contract.

Allow large time contingencies on milestones and completion deadlines.

NEW QUESTION 109
The project goals_________.

are the foundation for breakdown structures

are defined independent of any external stakeholder opinions

quantify performance and interface requirements

consider all aspects of the project

NEW QUESTION 110
Determine the correct formula and date for the late finish for Activity 9004.

LF of 10002 less 24 days

LS of 9004 plus 72 days

LF of 8001 plus 72 days

LS of 10002 less lag of 7 days plus 1 day equaling 20 Nov 2023

NEW QUESTION 111
Of the following update procedures, which is the least important in achieving an accurate forecast for completion of a construction schedule?

Estimating remaining durations of activities.

The correct recording of actual start dates.

Making “downstream” logic revisions as required.

Entering the time impacts of delays and change orders.

NEW QUESTION 112
How many work days does it take to move the product from testing to sale?

60.

70.

100.

90.

NEW QUESTION 113
The Work Breakdown Structure (WBS) is established to reflect the:

lowest level of the project estimate

lowest level reporting back to the program WBS

lowest level of effort scope

lowest level where the work is managed

NEW QUESTION 114
What is the primary difference between the arrow diagramming method (ADM) and the precedence diagramming method (PDM)?

ADM is limited to finish-to-start logic relationships, while PDM is not.

PDM is a bar chart with network logic, while ADM is a pure logic network.

ADM is manual CPM calculations, while PDM is computerized.

ADM uses arrows, while PDM uses boxes.

NEW QUESTION 115
Time-scaled logic diagrams are

Only calculated using a computer.

The same as a pure-logic diagram.

Used to calculate the most probable activity duration.

Logic networks that are drawn to match the calendar.

NEW QUESTION 116
These are the activities on the critical path:

A, D, & I.

A, C, E, & H.

A, B, G, & H.

A, B, F, & J

NEW QUESTION 117
Activity 1001 started on the scheduled date but has slipped 10 days. Activity 10002 will slip 35 days. All remaining activities retain their original duration. What is the revised completion date?

02-19-04

03-21-04

03-11-04

03-20-04

NEW QUESTION 118
Theoretically construct a summary activity for activities 2001 through 2004. Using the “normal” schedule, what is the cost of the hammock?

$271,000

$299,000

$139,000

$289,000

NEW QUESTION 119
In the normal schedule, excluding Activity 1000. what activity(s) are concurrent with Activity 3001?

4001, 5001, and 6001

2003 and 7001

4001 and 5001

2004, 4001. and 5001

NEW QUESTION 120
What does the heavy, vertical line at “X” represent?

Delay fault line.

The status or data date.

Change-over limits.

International Date Line.

NEW QUESTION 121
Theoretically construct a summary activity for activities 6001 through 6003. Identify the governing predecessor and successor activities for the hammock:

Predecessor is activity 5001, successor is activity 8001

Predecessor is activity 4001, successor is activity 8001

Predecessor is activity 9001, successor is activity 9002

Predecessor is activity 5001, successor is activity 8002

NEW QUESTION 122
If Activity A was delayed 5 days from starting, which of the following adjustments will NOT maintain the completion date of Activity C at Day 40?

Reduce the duration of ‘A’ from 20 days to 10 days and replace the relationship from B’ to ‘C with FSO.

Replace the relationship from ‘B’ to ‘C’ with SSO

Reduce the duration of B” from 10 days to 5 days by compressing work effort

* Understanding the Problem Context:
Activity C is currently set to complete on Day 40.
Activity A has a 5-day delay in starting, so adjustments are needed to maintain the Day 40 completion date for Activity C.
The key is to identify which adjustment will fail to maintain the timeline.
* Option-by-Option Analysis:
A . Reduce the duration of ‘A’ from 20 days to 10 days and replace the relationship from ‘B’ to ‘C’ with FSO (Finish-to-Start with Offset):
Reducing Activity A’s duration from 20 to 10 days might mitigate part of the delay, but replacing the relationship between B and C with FSO introduces an offset.
FSO relationships typically delay the start of successor activities (Activity C in this case).
This would likely push Activity C beyond Day 40 because the delay in B’s finish, coupled with the offset, would result in C starting later.
This adjustment does NOT maintain the completion date of Activity C.
B . Replace the relationship from ‘B’ to ‘C’ with SSO (Start-to-Start with Offset):
An SSO relationship allows Activity C to begin once Activity B starts (with or without an offset).
This adjustment effectively overlaps the schedules of B and C, mitigating delays from A.
This adjustment can maintain the completion date of Activity C at Day 40.
C . Reduce the duration of ‘B’ from 10 days to 5 days by compressing work effort:
Reducing B’s duration by compressing its schedule shortens its timeline, allowing Activity C to start sooner.
This adjustment offsets the delay caused by Activity A.
This adjustment can maintain the completion date of Activity C at Day 40.
* Final Answer and Justification:
The adjustment described in A will NOT maintain the completion date of Activity C at Day 40 because the FSO relationship introduces delays, making it ineffective in this scenario.
Options B and C offer feasible adjustments to maintain the timeline.
* Study Guide Reference:
Refer to the PSP Certification Study Guide, Chapter 2 – Scheduling, Subchapter 2.2.4: Relationships (p. 151-157), which details the impact of logical relationships (FSO, SSO) on schedule timelines.
Additionally, review AACE Recommended Practice 52R-06: Time Impact Analysis for insights into how delays affect dependent activities and methods for mitigating them.

NEW QUESTION 123
What is the actual duration as of the status date or data date of Activity B?

NEW QUESTION 124
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?

2 cranes

1 crane

4 cranes

3 cranes

NEW QUESTION 125
What project cost elements would NOT normally be reflected in the Activity 1000?

Home office expenses

CPM processing and updating

Materials used in the construction

Job site quality control

NEW QUESTION 126
Identify the minimum project duration.

20 months.

16 months.

19 months.

21 months.

NEW QUESTION 127
What is the primary difference between the arrow diagramming method (ADM) and the precedence diagramming method (PDM)?

ADM is limited to finish-to-start logic relationships, while PDM is not.

PDM is a bar chart with network logic, while ADM is a pure logic network.

ADM is manual CPM calculations, while PDM is computerized.

ADM uses arrows, while PDM uses boxes.

NEW QUESTION 128
Using the “normal” schedule, theoretically construct a hammock for activities 6001-6003. What is the duration of the hammock?

407 days

362 days

255 days

267 days

NEW QUESTION 129
What owner action could have mitigated the late completion of the project?

Hire a more senior project manager.

Self-perform more of the work.

Use a procurement agent to monitor and expedite equipment deliveries.

Prepare better structural steel drawings.

NEW QUESTION 130
What does the narrow band at “Y” represent?

Resource limitation period.

A rework period.

Activity inactivity.

You cannot tell with the information supplied.

NEW QUESTION 131
Which of the following is NOT required when initially planning a project?

Resource Identification and leveling.

The duration of each task.

A schedule that identifies tasks required on a project.

Logical relationships between the tasks.

AACE-PSP Dumps and Practice Test (218 Exam Questions): https://www.braindumpstudy.com/AACE-PSP_braindumps.html

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[Mar 06, 2026] Prepare For The AACE-PSP Question Papers In Advance [Q107-Q131]

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