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ICC GENERAL REQUIREMENTS PRACTICE
2025 , STUDY #5, 6, 7, 8, 9, 10, 11, 12, 13
QUSTION BANK
ICC General Requirements Practice Exam What does a special inspector's job NOT entail while on the job site?
A) instructing the contractors workers on how to do their job
B) Verify means and methods of construction
C) Inform the contractor of arrival
D) Discuss with the contractor any discrepancies as they may come up later
in a lawsuit - ✔✔✔ Correct Answer > A) Instructing the contractor's workers on how to their job What should a special inspector NOT do prior to arriving to the jobsite?
A) Attend a preconstruction meeting
B) Review the construction documents
C) Discuss frequency of reports with the building official
D) Ask any questions you may have - ✔✔✔ Correct Answer
> A) Attend a preconstruction meeting
Who is in charge of reviewing and approving reports?
A) The building official
B) The contractor
C) The owner
D) The RDP - ✔✔✔ Correct Answer > D) The RDP
ICC exams are based on which document?
a) ACI
b) IBC
c) ASTM - ✔✔✔ Correct Answer > B) IBC
Who is in charge of giving "approval to proceed"
A) The building official
B) The contractor
C) The owner
D) The RDP - ✔✔✔ Correct Answer > A
Who responds to reports of uncorrected discrepancies?
A) The building official
B) the contractor
C) The owner
D) The RDP - ✔✔✔ Correct Answer > D) The RDP
Who should NOT hire the special inspector?
A) The building official
B) The contractor
C) The Owner
D) The RDP - ✔✔✔ Correct Answer > B
Whose job is it to ensure that the special inspector has an approved set of plans?
A) The building official
B) The contractor
C) The owner
D) The RDP - ✔✔✔ Correct Answer > B
Who should the special inspector notify upon arrival to the jobsite?
A) The building official
B) The contractor
C) The owner
D) The RDP - ✔✔✔ Correct Answer > B
A basic knowledge in which subject is NOT required to be a special inspector?
A) Structural design
B) An understanding of construction documents
C) An understanding o the current codes
D) How to perform all test expected of you - ✔✔✔ Correct Answer >
A) Structural design
Who hires the special inspector?
A) The building official
B) The contractor
C) The owner
D) The RDP - ✔✔✔ Correct Answer > C and D
Who can deem special inspections unnecessary?
A) The building official
B) The contractor
C) The owner
D) The RDP - ✔✔✔ Correct Answer > A) The
building official ICC General Requirements Study # The following special inspections are required for structural steel in Chapter 17 of the IBC, except:
A. welding of steel
B. slip-critical connections
C. nonhigh-strength bolted connections
D. pretensioned high-strength bolted
connections C
The Special Inspections And NDT Of Steel Construction In Buildings Must Meet The Requirements Of IBC.
A. Section 1704.
B. Section 1704.
C. Section 1705.
D. Section 1705.3 C
Special Inspections Of The Steel Fabrication Process Shall Not Be Required Where The Fabrication Process For The Entire Building Or Structure Does Not Include Any .
A. Welding
B. thermal cutting
C. heating operation
D. any of the above D
Where Special Inspection Is Not Required, The Fabricator Shall Submit A That Demonstrates The Fabricator's Ability To Maintain Suitable Records And Procedures Such That The Material Specification And Grade For The Main Stress-Carrying Elements Are Capable Of Being Determined.
A. detailed procedure for material control
B. quality control manual
C. supplier material list
D. record of material temperature at all stages of
fabrication A
Special Inspections And Nondestructive Testing Of Structural Steel Elements In Buildings Must Follow The Quality Assurance Inspection Requirements Of .
A. AISC 347
B. AISC 360
C. AISC 357
D. AWS D1.3 B
Special Inspection Of Open-Web Steel Joists Focuses On The Following Elements:
A. End Connections
B. Standard Bridging
C. Composite Members
D. a and b D
Open-Web Joist Girders Follow The Special Inspection Requirements Of The
a. SDI specifications
b. AISC 360 standard
c. SJI specifications
d. AWS D1.3 standard C
Quality Assurance Must Be Provided By A Third Party When Required
A
The Quality Assurance Inspector Shall Observe During The Placement Of Anchor Rods Supporting Structural Steel For Compliance With The Construction Documents. As A Minimum, All Of The Following Should Be Verified And Documented Prior To Placement Of Concrete, Except
a. type and length of anchor rod
b. depth of embedment into the concrete
c. welding of beam splices
d. diameter and grade of
anchor rod C The Inspects An Erected Steel Frame To Verify Compliance With The Details Shown On The Construction Documents.
a. plans examiner
b. special inspector
C. owner d. architect B In Structural Steel Construction, A Quality Assurance Inspector Will.
A. Check Correct Application Of Joint Details
B. Except Or Reject Joint Details
C. Document Acceptance Or Rejection
D. All of the above. D
Exposed Cut Services Are Galvanized Structural Steel Main Members Shall Be After Galvanizing.
A. Tested With RT
B. Visually Inspected For Cracks.
C. Tested with UT
D. Services do not require NDT. B
What Is The Primary Method To Confirm That Materials, Procedures And Workmanship Are In Conformance When Inspecting Welds?
A. Observe welding operations
B. UT all welds
C. Visually inspect in-process and completed welds
D. A and C. D
Welding, Inspection Task Include:
A. Observation Of Welding Task
B. Visual Checks Of Each Welded Joints Or Member
C. Documentation Or Acceptance Or Rejection Of Welds
D. All The Above. D
Which Of The Following Are Examples Of NDT?
A. penetrant testing (PT)
a. Section H.
b. Table A-3.
C. Section L. d. Table A-2.3 B
The UT Rejection Rate Is Determined By The Number Of Welds Divided By The Number Of Welds Completed.
a. Attempted
b. Observed By Two Inspectors
c. Containing Defects
d. greater than 6 inches in length C
Welds That Contain Acceptable Discontinuities Be Considered As Having Defects When Determining The Rejection Rate.
a. Shall
b. Shall Not
c. May
d. May Not B
When Evaluating The Rejection Rate On A Continuous Weld 5 Feet In Length With An Effective Throat Of 1.125 Inches, Each Inch Length, Or Fraction Thereof, Is Considered One Weld.
a. 3
b. 6
C. 9
d. 12
percent C For Structures In Risk Category II And Higher The NDT Rate For An Individual Welder Shall Be Increased To Should The Rejection Rate Exceed Of The Welds Tested For The Welder.
a. 100 percent, 5 percent
b. 100 percent, 10 percent
c. 50 percent, 5 percent
d. 50 percent, 10
percent A All NDT Shall Be Documented. For Shop Fabrication, The NDT Report Shall Identify The Tested Weld By.
a. piece mark
b. location in the piece
c. building
d. a and b
D
Of Bolting Operations For Structural Steel Shall Be The Primary Method Used To Confirm That The Materials, Procedures And Workmanship Incorporated In Construction Are In Conformance.
a. Observation
b. UT
C. Tension testing d. special inspection is not required for bolting A For Snug-Tight Joints, Special Inspection Must Occur The Installation Of Fasteners.
a. before, during and after
b. during and after
C. after d. before and after C For Pretensioned And Slip-Critical Joints, When The Installer Is Using The Direct- Tension- Indicator Method To Monitor Bolt Pretensioning, The Special Inspector Need Not Be Present The Installations Of Fasteners.
a. before
b. during
C. after d. no special inspection is required B For Pretensioned And Slip-Critical Joints, When The Installer Is Using The Calibrated Wrench Method, The Special Inspector Shall Observe Installation Of
A. B, C, D, E or F
B. C, D, E or F
C. D, E or F
D. E or F A
NDT Of Structural Steel In The Seismic Force-Resisting Systems In Buildings Shall Be Performed In Accordance With The Quality Assurance Requirements Of .
a. AISC 360
b. AISC 358
c. AISC 341
d. AISC 327 C
NDT Of Structural Steel Foundation Elements In The Seismic Force- Resisting Systems Of Buildings Assigned To Seismic Design Category C Shall Be Performed In Accordance With The Quality Assurance Requirements Of.
a. AISC 341
b. AISC 358
c. AISC 360
d. AISC 383 A
In Buildings Assigned To Seismic Design Category B, NDT Of Structural Steel Collectors Is Not Required For Seismic Force-Resisting Systems With
A Response Modification Coefficient, R, Of
a. 2.
b. 4
c. 5.
d. 6
A
ICC General Requirements Study # The Special Inspector Is Required To Verify All The Following, Except:
a. Maximum Aggregate Size
b. Temperature Of Fresh Concrete
c. Required Concrete Design Mix
d. water-cement ratio A
Which One Of The Following Is An Important Concrete Property That A Concrete Mixture Should Provide?
a. Conforms To Strength Requirements
b. Meets Requirements For Assigned Exposure Classification
c. Can Be Placed Without Segregation
d. all of the above D
When Less Than 50 Cubic Yards Of Concrete Is Placed, Strength Tests Are Not Required If
