Arkansas · PSI

Arkansas Remodeling, Renovations, Restoration, Alterations - Commercial Exam Practice Exam

30 questions 75 minutes 70% to pass 10 topics 2:30 per question Open book 143 questions in pool
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  • 30 questions (same as real exam)
  • 75 minute time limit
  • 10 topic areas covered
  • 143 questions in pool
  • Detailed explanations
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Arkansas Remodeling, Renovations, Restoration, Alterations - Commercial Practice Exam Guide

Built from the official PSI exam bulletin. View the bulletin

What's on the exam

Questions per topic, out of 30
Sitework3
Concrete3
Masonry3
Metals3
Carpentry3
Thermal and Moisture3
Doors and Windows3
Drywall and Finishes3
OSHA Safety3
General Code, Plan Reading and Estimating3

This practice exam follows the official content outline for the Arkansas Remodeling, Renovations, Restoration, Alterations - Commercial exam: Sitework, Concrete, Masonry, Metals, Carpentry, Thermal and Moisture, Doors and Windows, Drywall and Finishes, OSHA Safety, General Code, Plan Reading and Estimating.

You have two ways to practice. The free practice exam gives you 10 questions per attempt, and you can retake it as often as you like. The full practice exam gives you 30 questions on a 75 minutes clock, with a new draw from our question bank every attempt.

10 topics

Sitework 3 items

Concrete 3 items

Masonry 3 items

Metals 3 items

Our study plan for this topic: Cold-formed steel wall framing member materials, dimensions, and corrosion protection requirements; Cold-formed steel stud sizing, thickness selection, and minimum grade requirements; Cold-formed steel wall-to-foundation and wall-to-floor connection details; Cold-formed steel header types, spans, and king/jack stud requirements; Cold-formed steel web hole limitations, reinforcing, and patching; Structural steel identification, protection, and painting requirements per AISC 360; Open-web steel joist and joist girder design, certification, and placement requirements; Metal tie specifications for galvanized steel straps and top plate framing connections.

Carpentry 3 items

Thermal and Moisture 3 items

Doors and Windows 3 items

Drywall and Finishes 3 items

OSHA Safety 3 items

General Code, Plan Reading and Estimating 3 items

3 questions

Sample 1 — Sitework

Question: A foundation on your commercial site bears on sandy clay, and the designer is using presumptive values to resist lateral loads. For clay, sandy clay, silty clay, clayey silt, silt and sandy silt, the lateral sliding resistance shall in no case exceed what portion of the dead load?

  • A. Two-thirds
  • B. One-fourth
  • C. One-third
  • D. One-half

Correct Answer: D

Per IBC 1806.3.2, for clay, sandy clay, silty clay, clayey silt, silt and sandy silt, in no case shall the lateral sliding resistance exceed one-half the dead load. For these cohesive materials the resistance is computed from cohesion times contact area rather than a friction coefficient.

Reference: IBC 2015 Chapter 18 — Section 1806.3.2 Lateral Sliding Resistance Limit

Sample 2 — Concrete

Question: Precast concrete foundation panels are being delivered to your jobsite, and you are verifying the manufacturer's material certifications. What is the minimum 28-day compressive strength required for the concrete used to manufacture these panels?

  • A. 3,000 psi
  • B. 4,000 psi
  • C. 2,500 psi
  • D. 5,000 psi

Correct Answer: D

Per 2015 IRC Section R402.3.1, Item 1, all concrete used in the manufacture of precast concrete foundations shall have a minimum compressive strength of 5,000 psi at 28 days, and concrete exposed to a freezing and thawing environment shall be air entrained with a minimum total air content of 5 percent. The 2,500 psi and 3,000 psi values apply to cast-in-place foundation concrete under Section R404.1.3.3.1.

Reference: IRC 2015 Section R402.3.1

Sample 3 — Masonry

Question: Under the International Building Code, the center of gravity of projecting masonry or molded cornices without structural support must lie within what portion of the supporting wall?

  • A. The inner one-half
  • B. The outer one-third
  • C. The outer one-quarter
  • D. The middle one-third

Correct Answer: D

Per IBC Section 2104.1.2, unless structural support and anchorage are provided to resist the overturning moment, the center of gravity of projecting masonry or molded cornices shall lie within the middle one-third of the supporting wall.

Reference: IBC 2015 Section 2104.1.2

Treat your first attempt as a checkup, not a verdict. After every attempt, the results page breaks your score down by outline topic, so you can see which topics need work. Compare your score with the real exam's passing score, 21 correct answers out of 30 scored questions, and keep practicing until you pass consistently.

  • Answer what you know first. Go through every question once, answer the ones you know, and bookmark the rest. Our practice exams let you bookmark and come back.
  • Come back to your bookmarks. Work them out on your second pass.
  • Watch your pace. The real exam works out to about 2 minutes 30 seconds per question.
  • Look up every miss. After each attempt, find each missed question's reference in your book and read the section.

Questions 30 questions
Time limit 75 minutes
Passing score 21 correct answers out of 30 scored questions
Books in the exam room Open book

Source: Arkansas Contractors Licensing Board - Remodeling, Renovations, Restoration, Alterations - Commercial, 10/17/2220. Check the bulletin before test day: fees and rules can change.

Reference books

4 books on the bulletin
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