[Jun-2025] Check your preparation for ASIS PSP On-Demand Exam
Practice Exam PSP Realistic Dumps Verified Questions
ASIS PSP certification is an excellent way for security professionals to demonstrate their expertise in physical security management. It is a challenging exam that requires dedicated study and preparation, but the rewards are well worth the effort. With the PSP certification, individuals can enhance their career opportunities, increase their earning potential, and gain the respect of their peers in the security industry.
NEW QUESTION # 47
A driving relationship is _____________________.
- A. The link between two related activities.
- B. A critical relationship.
- C. A finish-to-start relationship.
- D. The link between a predecessor and the activity whose dates it controls.
Answer: D
Explanation:
A driving relationship is the dependency link where the predecessor activity directly governs the dates of the successor activity.
* Option A confuses "driving" with critical path relationships.
* Option B oversimplifies by focusing on one type of relationship.
* Option C is vague and does not specify the control aspect.
The driving relationship determines schedule flow and is essential for maintaining logical dependencies in CPM scheduling.
NEW QUESTION # 48
Which of the following is NOT true?
- A. Constraints can interfere with the longest path calculation.
- B. Remaining durations can exceed original durations.
- C. A network must contain only one Critical Path.
- D. Multiple calendars can affect the total float calculation.
Answer: B
NEW QUESTION # 49
Which of these letters, symbols or words best approximates the graphical shape of a project's cumulative BCWS?
- A. S
- B. Bell curve
- C. /
- D. _
Answer: A
NEW QUESTION # 50
For which of these delays should an owner grant a time extension?
- A. Differing site conditions at parking structure.
- B. Shop drawings and centrifuge delay.
- C. Structural steel shop drawings.
- D. Differing site conditions and centrifuge delay.
Answer: A
Explanation:
Granting Time Extensions:
* Differing site conditions are excusable delays under standard contract terms, requiring time extensions.
* Centrifuge delays and shop drawings typically fall under the contractor's responsibility and are not excusable.
Excluded Options:
* A & B: Shop drawing-related delays are the contractor's risk unless explicitly agreed otherwise.
* D: Combining excusable and non-excusable delays does not entitle an extension.
Verification with PSP Guidelines:Granting time extensions aligns with contractual principles outlined in PSP-related contracts (Ref: PSP Study Guide, Chapter 1C: Delay Analysis and Claims).
NEW QUESTION # 51
What is a critical path method schedule?
- A. A network diagram of logically interconnected activities
- B. List of work to be accomplished by responsible party and when it is to be accomplished
- C. A graphical means of showing the important work
- D. The timeline of the riskiest work
Answer: A
NEW QUESTION # 52
What project cost elements would NOT normally be reflected in the Activity 1000?
- A. Materials used in the construction
- B. CPM processing and updating
- C. Home office expenses
- D. Job site quality control
Answer: C
NEW QUESTION # 53
When chief executive officers have authority delegated by the senior executive to whom they report and they are granted a part of authority of their line superior, this is known as:
- A. Control authority
- B. Financial authority
- C. Staff authority
- D. Dominance authority
Answer: B
NEW QUESTION # 54
In its simplest form, what is the main drawback of critical path method scheduling?
- A. It assumes that resources are unlimited.
- B. It allows for Precedence Diagramming Method to be used in place of Arrow Diagramming Method.
- C. It requires a backward pass to calculate late dates.
- D. It doesn't account for interdependent between activities.
Answer: A
NEW QUESTION # 55
What not only reflect an applicant's financial situation and stability, they also provide other useful solution such as past addresses and previous employers?
- A. Status reports
- B. Legal reports
- C. Credit reports
- D. Miscellaneous reports
Answer: C
NEW QUESTION # 56
Using the "normal" schedule, theoretically construct a hammock for activities 6001-6003. What is the duration of the hammock?
- A. 267 days
- B. 407 days
- C. 362 days
- D. 255 days
Answer: C
Explanation:
Understand the Concept of a Hammock Activity:
* A hammock activity spans over multiple activities and reflects the cumulative duration from the earliest start to the latest finish of the grouped activities.
Activities in the Hammock (6001-6003):
* Activity 6001: Duration = 102 days, FS relationship with successor.
* Activity 6002: Duration = 140 days, FS with 6001.
* Activity 6003: Duration = 115 days, FS with 6002.
Calculate the Duration:
* Earliest Start of Activity 6001 # Latest Finish of Activity 6003.
* Total duration = 102 + 140 + 115 = 362 days.
Cross-Verification with Answer Options:
* Option A: Incorrect. Overestimates.
* Option C: Incorrect. Underestimates.
* Option D: Incorrect. Underestimates.
* Option B: Correct. Matches the calculated duration.
NEW QUESTION # 57
Determine the correct formula and date for the late finish for Activity 6002.
- A. LS of 6003 plus 1 day equaling 09 Mar 2023
- B. LS of 6003 less 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
Explanation:
Determining the Late Finish (LF) of Activity 6002 involves analyzing its successor activity, 6003, and considering the lag (if any).
By subtracting 1 day from the Late Start (LS) of 6003, the Late Finish (LF) of 6002 is derived. The date calculation aligns with this logic, making 09 Mar 2023 the correct date.
References: PSP Study Guide, Section 2.2.5 - Constraints and Calendars, and Appendix A - Example CPM Problems, which detail LF and LS calculations.
NEW QUESTION # 58
The congested site only has room for 3 cranes to operate concurrently. Only 1.75 cubic yard ICY] or1.34 cubic meter [CM] concrete buckets are available. Each crane can perform up to 35 lifts per day. Assuming a total of 30 lifts per crane pet day. what is the maximum volume of concrete that could be placed using 3 small tower cranes over a 5-day period?
- A. 263 CY
- B. 306 CY
- C. 368 CM
- D. 201 CY
Answer: B
Explanation:
Each crane can perform 30 lifts per day with a 1.75 cubic yard bucket. For 3 cranes over 5 days:
Concrete volume per day=3 cranes×30 lifts/crane/day×1.75 CY/lift.\text{Concrete volume per day} = 3 \text{ cranes} \times 30 \text{ lifts/crane/day} \times 1.75 \text{ CY/lift}.Concrete volume per day=3 cranes×30 lifts
/crane/day×1.75 CY/lift. Daily volume=157.5 CY/day.\text{Daily volume} = 157.5 \text{ CY/day}.
Daily volume=157.5 CY/day. Over 5 days: Total volume=157.5×5=306 CY.\text{Total volume} = 157.5
\times 5 = 306 \text{ CY}.Total volume=157.5×5=306 CY.
References: PSP Study Guide, Section 1.3.7 - Resource Calculations, demonstrates how crane capacity and lift productivity are incorporated into project planning.
NEW QUESTION # 59
Using the "normal" schedule, what is the early finish date of activity 10002 and its total float?
- A. 12-17-03 and 4 days of float
- B. 12-18-03 and 25 days of float
- C. 12-27-03 and 24 days of float
- D. 12-18-03 and 4 days of float
Answer: A
NEW QUESTION # 60
Determine the correct formula and date for the late finish for Activity 2002.
- A. LS.2003 - 1 day -> 11.06.01.
- B. LS.2003 - 1 day -> 10-06-01.
- C. LS.2003 - 1 day -> 10-05-01.
- D. LS.2003 + 1 day -> 10-07-01.
Answer: C
Explanation:
Activity Relationships:
* Activity 2002 is directly succeeded by Activity 2003 in the schedule.
* The late start (LS) of Activity 2003 determines the late finish (LF) of Activity 2002, adjusted by any lags or additional constraints.
Late Finish Calculation Formula:
* LF of 2002 = LS of 2003 - 1 day.
* This accounts for the predecessor-successor logic and the sequence of activities.
Date Calculation:
* Late start of 2003 = 10-06-01.
* Late finish of 2002 = 10-06-01 - 1 day = 10-05-01.
Verification:
* PSP guidelines emphasize that late finish values are derived by subtracting any relevant time constraints from the successor's late start (Ref: PSP Study Guide, Chapter 2A: Backward Pass Calculations)
NEW QUESTION # 61
In its simplest form, what is the main drawback of critical path method scheduling?
- A. It assumes that resources are unlimited.
- B. It allows for Precedence Diagramming Method to be used in place of Arrow Diagramming Method.
- C. It requires a backward pass to calculate late dates.
- D. It doesn't account for interdependent between activities.
Answer: A
Explanation:
A fundamental limitation of Critical Path Method (CPM) scheduling is its assumption of unlimited resources, meaning it does not account for resource constraints when calculating schedules.
* Option A (backward pass) is a standard part of the CPM process.
* Option C is incorrect as CPM considers activity dependencies.
* Option D refers to flexibility in diagramming methods, not a drawback.
The PSP Study Guide highlights resource constraints as a significant challenge in CPM application.
NEW QUESTION # 62
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To be eligible to take the PSP certification exam, candidates must have at least five years of experience in the security field, with at least three years of experience in physical security. Candidates must also have a bachelor's degree or higher from an accredited institution, or a combination of education and work experience that is equivalent.
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