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ICC Bolting actual revision exam questions, Exams of Advanced Education

Cheyney University of PennsylvaniaAdvanced Education

ICC Bolting actual revision exam questions

Typology: Exams

2025/2026

Available from 06/23/2026

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ICC Bolting actual revision exam questions
1.
According to the IBC, the "blank" is to hire the special inspector.: owner or
owners
agent. 2009 IBC Section 1704.1
2. According to the IBC, the "blank" is the responsible for the approval
of a
person's qualifications to act as a special inspector.: code oflcial. 2009 IBC,
Section 1704.1
3. According to the IBC, discrepancy corrections are made known to the
build-
ing official by:: final report. 2009 IBC, Section1704.1.2
4.
When is the code official to be made aware of a discrepancy found
during a
special
inspection?:
If it is not corrected by the contractor. 2009 IBC, Section
1704.1.2
5.
According to the Model Program for Special Inspection, the special
inspector
is to document work that is nonconforming:: In a written report - Section
II B 4 - Model Programs
6.
According to the Model Program for Special Inspection, the special
inspector
is to prepare written report of inspection:: After each inspection visit -
Section II B 5 - Model Programs
7. According to the Model Program for Special Inspection, which of the
follow-ing items does not need to be included in each inspection report?:
Description of
discussions with the contractor - Section B 5 - Model Programs
8. According to the Specification for Structural Joints using high strength
bolts, the nominal diameter of standard bolt holes shall be how much
larger than
the nominal bolt diameter?: 1/16 inch - Specification for Structural Joints
Table 3.1
9. Discrepancies in the work shall be brought to the immediate
attention of the
"blank" for corrective action.: the contractor - 2009 IBC, Section
1704.1.2.
10. The special inspector shall furnish inspection reports to the
"blank" and to
the "blank"?: Building Oflcial and Registered Design professional
11.
The special inspector shall provide continuos inspection of::
Single-pass
fillet welds
greater than 5/16 inch in size -
2099 IBC, Table 1704.3, Item 5.3
12. The special inspections required by this code are not required
where the
work
is
done
on
the
premise
of
a?:
Approved fabricator - 2009 IBC,
Section 1704.2.2
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ICC Bolting actual revision exam questions

  1. According to the IBC, the "blank" is to hire the special inspector.: owner or owners agent. 2009 IBC Section 1704.
  2. According to the IBC, the "blank" is the responsible for the approval of a person's qualifications to act as a special inspector.: code oflcial. 2009 IBC, Section 1704.
  3. According to the IBC, discrepancy corrections are made known to the build-ing official by:: final report. 2009 IBC, Section1704.1.
  4. When is the code official to be made aware of a discrepancy found during a special inspection?: If it is not corrected by the contractor. 2009 IBC, Section 1704.1.
  5. According to the Model Program for Special Inspection, the special inspector is to document work that is nonconforming:: In a written report - Section II B 4 - Model Programs
  6. According to the Model Program for Special Inspection, the special inspector is to prepare written report of inspection:: After each inspection visit - Section II B 5 - Model Programs
  7. According to the Model Program for Special Inspection, which of the follow-ing items does not need to be included in each inspection report?: Description of discussions with the contractor - Section B 5 - Model Programs
  8. According to the Specification for Structural Joints using high strength bolts, the nominal diameter of standard bolt holes shall be how much larger than the nominal bolt diameter?: 1/16 inch - Specification for Structural Joints Table 3.
  9. Discrepancies in the work shall be brought to the immediate attention of the "blank" for corrective action.: the contractor - 2009 IBC, Section 1704.1.2.
  10. The special inspector shall furnish inspection reports to the "blank" and to the "blank"?: Building Oflcial and Registered Design professional
  11. The special inspector shall provide continuos inspection of:: Single-pass fillet welds greater than 5/16 inch in size - 2099 IBC, Table 1704.3, Item 5.
  12. The special inspections required by this code are not required where the work is done on the premise of a?: Approved fabricator - 2009 IBC, Section 1704.2.
  1. The special inspection of the steel fabrication process shall not be required where the fabricator does not perform any?: heating operations - 2009 IBC, Section 1704.3, Exceptions # 1
  2. According to the Specifications for Structural Steel Buildings, ASTM Stan-dard "blank" is to be used for the material test for steel sheets.: A568 - Section A31, Specifications for Structural Steel Buildings
  3. According to the Specifications for Structural Steel Buildings, the "blank" conducts the material tests for identification of the structural steel.: Fabricator or Testing Laboratory - Section A31, Specifications for Structural Steel Buildings.
  4. According to the Specifications for Structural Steel Buildings, which of the following steel members are allowed to be unidentified steel?: Unimportant members, where their physical properties and weldability would not attect the structure strength - Section A31b, Specifications for Structural Steel Buildings
  5. According to the Code of Standard Practice for Steel Buildings and Bridges, how is steel of special material to be identified?: It is marked by the supplier
  • Section 5.1.1, Code of Standard Practice for Steel Buildings and Bridges
  1. According to the Code of Standard Practice for Steel Buildings and Bridges, how are fabricators stock steel material identified?: Certified mill test reports - Section 5.2.
  • Code of Standard Practice for Steel Buildings and Bridges
  1. According to the Specification for Structural Steel Buildings, what ASTM Standard would apply to a sample for structural steel pipe?: A53 - Section A31a - Specification for Structural Steel Buildings
  2. According to the Code of Standard Practice for Steel Buildings and Bridges, the number of samples required to be tested for structural steel is:: The number specified by the ASTM specification - Section 5.1.1 - Code of Standard Practice for Steel Buildings and Bridges
  3. According to the Specification for Structural Steel Buildings, which ASTM standard would apply to a sample for structural steel plates?: A36, A283, and A242 - Section A31a - Specification for Structural Steel Buildings
  4. According to the Specification for Structural Steel Buildings, "blank" tests are required for samples for built-up sections consisting of plates over 2 inches in thickness.: Charpy V-notch testing - Section A31d, Specification for Structural Steel Buildings
  5. According to the Specification for Structural Steel Buildings, ASTM standard "blank" would apply to a sample for structural steel bars.: A36, A529, and A572 - Specification for Structural Steel Buildings

require washers in the high-strength bolted connection?: Calibrated wrench pretensioning, Oversized or slotted hole in the outer ply of the connection, or Twist-ott type tension control bolt. - Section 6.2 - Specification for Structural Joints.

  1. According to the Specification for Structural Joints, where compressible washer type direct tension indicators are used, the "blank" is responsible for providing detailed installation instructions?: compressible washer manufacturer - Section 2.
  • Specification for Structural Joints
  1. According to the Specification for Structural Joints, where twist-off tension control bolts are used, what field inspection is of primary importance for joint strength?: bolt length - Section 2.7.2 - Specification for Structural Joints
  2. According to the Specification for Structural Joints, it is important that all connected plies within the grip of a high-strength bolt be steel:: Because compressible material would preclude the development of adequate bolt tension - Section 3.1 - Specification for Structural Joints
  3. According to the Specification for Structural Joints, the raying surfaces of a joint must be "blank" for proper installation of a pretensioned high-strength bolt?: coated, uncoated, or galvanized - Section 3.2.1 - Specification for Structural Joints
  4. According to the Specification for Structural Joints not fewer than "blank" complete fastener assemblies of each combination of diameter, length and grade are to be checked at the job site in the tension calibrator?: three - Section 7.
  • Specification for Structural Joints
  1. According to the Specification for Structural Joints, what type of high-strength bolted joint installations do not require tension calibrator ten-sion verification tests?: Snug Tightened Joints - sections 7.1 & 8 - Specification for Structural Joints
  2. According to the Specification for Structural Joints,the "blank" has the op-tion of approving the use of oversized and slotted holes?: engineer of record - Sections 3.3.2, 3.3.3, and 3.3.4 -Specification for Structural Joints
  3. According to the Specification for Structural Joints, what party is responsible for specifying the high-strength joint type to be used for bolt installation?: en-gineer of record - Section 4.0 - Specification for Structural Joints
  4. According to the Specification for Structural Joints, which of the following is true regarding reuse of high-strength bolts?: A490 and galvanized A325 bolts shall not be reused - 2.3.3 - Specification for Structural Joints
  1. According to the Specification for Structural Joints, how can high- strength bolts and nuts be identified on the job site?: Bolt and nut markings - Figure C-2.1 - Specification for Structural Joints
  2. According to the Specification for Structural Joints, where calibrated preten-sioning is used, how often is the installation wrench to be calibrated by testing in a tension calibrator?: daily - Section 8.2.2 - Specification for Structural Joints
  3. According to the Specification for Structural Joints, what inspection task is unique to the twist-off type tension control bolt pretensioning?: checking for severed splined bolt ends - Section 8.2.3 - Specification for Structural Joints
  4. According to the Specification for Structural Joints, a direct tension indica-tor looks like:: A washer with arch-like protrusions on the bearing surface. - Section 8.2.4 and associated commentary - Specification for Structural Joints
  5. According to the Specification for Structural Joints, when bolts are installed by the direct-tension indicator, they are verified for the correct tension by:: Mea-suring the gap between the direct tension indicator and the bolt head. - Section 8.2.4 and associated commentary - Specification for Structural Joints
  6. According to the Specification for Structural Joints, the inspection task that is common to all of the allowable methods of pretensioning high- strength bolts is:: Checking the condition of the bolt and the washer from storage, Checking the markings on the bolts and washers, and Observing the required pre-installation testing for bolt tension. - Section 9 - Specification for Structural Joints
  7. According to the Specification for Structural Joints, what is not included in the inspection for the snug tight method of installation?: Clamping force from the bolt.
  • Section 9.1 - Specification for Structural Joints
  1. According to the Specification for Structural Joints, what additional inspec-tion is required for slip-critical joints?: Checking the condition of faying surfaces
  • Sections 3.2.2 and 9.3 - Specification for Structural Joints
  1. What is the ASTM standard for high-strength bolts?: A325 and A490 - Glossary and Section 2.3.1 - Specification for Structural Joints
  2. What is the ASTM Standard for high-strength nuts?: A563 - Section 2.4.1 - Specification for Structural Joints
  3. What is the ASTM Standard for high-strength washers?: F436 - Section 2.5 - Specifi-cation for Structural Joints
  4. What is the ASTM Standard for compressible washer-type direct tension indicators?: F959 - Section 2.6.1 - Specification for Structural Joints

that is normal to the bolt axis.: 1:20 - Section 3.1 - Specification for Structural Joints

  1. Compressible material shall not be placed "blank" of the high- strength bolt.: within the grip - Section 3.1 - Specification for Structural Joints
  2. Faying surfaces and surfaces adjacent to the bolt head and the nut shall be:: Free of dirt and other foreign material - Section 3.2 - Specification for Structural Joints
  3. In slip-critical joints, galvanizing faying surfaces shall be roughened by means of:: hand wire brushing - Section 3.2.2( C ) - Specification for Structural Joints
  4. Thermally cut bolt holes shall be permitted if approved by the:: Engineer of Record
  • Section 3.3 - Specification for Structural Joints
  1. According to the Code of Standard Practice for Steel Buildings and Bridges, what party is to review the fabricators shop and erection drawings?: Owner's representatives for design and construction - Section 4.4 -Code of Standard Practice for Steel Buildings and Bridges
  2. According to the Code of Standard Practice for Steel Buildings and Bridges, the "BLANK" must be approved before the fabrication of the structural steel begins.: shop and erection drawings - Section 4.4.1 - Code of Standard Practice for Steel Buildings and Bridges
  3. According to the Code of Standard Practice for Steel Buildings and Bridges, "BLANK" is the tolerance on the length of a floor beam that is less than 30 feet long.: 1/16 inch - Section 6.4.1 - Code of Standard Practice for Steel Buildings and Bridges
  4. According to the Code of Standard Practice "BLANK" of the steel surface is required prior to shop painting.: Wire Brushing - Section 6.5.2 - Code of Standard Practice for Steel Buildings and Bridges
  5. According to the Code of Standard Practice for Steel Buildings and Bridges, the permitted method of applying shop paint is:: Brushing, Rolling, or spraying - Section 6.5.3 - Code of Standard Practice for Steel Buildings and Bridges
  6. According to the Code of Standard Practice for Steel Buildings and Bridges, the "BLANK" is responsible for the temporary vertical and lateral supports necessary for the erection of the building framework.: Steel erection contractor - Section 7.10.3 - Code of Standard Practice for Steel Buildings and Bridges
  7. Which section of the Code of Standard Practice for Steel Buildings and Bridges includes the permitted tolerances for detailed

erection?: Section 7.13 - Code of Standard Practice for Steel Buildings and Bridges

  1. According to the Code of Standard Practice for Steel Buildings and Bridges, "BLANK" are allowed in moderate amounts for correction of errors during steel framing erection.: drift pins, grinding, and reaming. - Section 7.14 - Code of Standard Practice for Steel Buildings and Bridges
  2. According to the Code of Standard Practice for Steel Buildings and Bridges, what types of openings for other trades are allowed to be cut in the structural steel?: Only those openings shown on the contract document drawings and specifications. - Section 7.15 - Code of Standard Practice for Steel Buildings and Bridges
  3. According to the AISC Steel Construction Manual, what should be done if grouting is delayed on a base plate supported by leveling nuts until after steel erection?: Use steel shims to support the base plate. Page 14-7, Part 14, AISC Steel Construction Manual
  4. According to the AISC Steel Construction Manual, the recommended maxi-mum size of anchor rod hole in a base plate for a 1 inch diameter anchor rod is "BLANK" inches.: 1-13/16 inches - Table 14-2, Part 14, AISC Steel Construction Manual
  5. According to the AISC Steel Construction Manual, the minimum washer thickness for a base plate anchor rod 1 inch diameter is "BLANK" inches.: ⅜ inch - Table 14-2, Part 14, AISC Steel Construction Manual
  6. According to the Code of Standard Practice for Steel Buildings and Bridges, who is responsible for the accurate location and strength of the foundation piers for the base plates?: owners designated representative for construction - Section 7.3 - Code of Standard Practice for Steel Buildings and Bridges
  7. According to the Code of Standard Practice for Steel Buildings and Bridges, who is responsible for the correct setting of the anchor rods for the base plates?: owners designated representative for construction - Section 7.5.
  • owners designated representative for construction
  1. What is the flange thickness of W14x730: 4-15/16 inch - AISC 1-20 Table 1- 1
  2. What is the "d" dimension of a W14x730: 22-⅜ inch - AISC 1-20 Table 1- 1
  3. What is the web thickness in inches of a C8x18.5?: ½ inch - AISC 1- Table 1- 5
  4. What is the design wall thickness of an HSS 5x4x1/2 inch?: .465 inch
  • AISC 1-84 Table 1-
  1. Given a W-shape with a "d" dimension exceeding 12 inches, what is the flange out of square max dimension in inches?: 5/16 inch - AISC 1-

10 / 13

  1. According to the IBC, which of the following cases are exceptions to where special inspections are required?: Building components where a design professional is not required, Group U occupancies that are accessory to residential occupancy, or Work of a minor Nature
  2. According to the IBC, which is the first party the special inspector is to notify regarding a discrepancy found during special inspection?: Contractor
  3. Which of the following reference documents has report forms?: Model Pro- grams for Special Inspection
  4. At completion of fabrication "BLANK" shall submit a certificate of compli-ance to the building official: The approved fabricator
  5. The special inspector shall perform an inspection of "BLANK" to verify compliance with the details shown on the approved construction documents, such as bracing, stiffening, member locations, and proper applications of joint details at each location.: The steel frame
  6. The special inspector need not be continuously present during the welding of:: Single-pass fillet welds not exceeding 5/16 inch in size
  7. According to the Specification for Structural Steel Buildings, the "BLANK" identifies each primary structural steel member, so it is placed in the correct location in the building: Fabricator
  8. According to the Specification for Structural Steel Buildings, ASTM Stan-dard "BLANK" is to be used for the material tests to determine the type of structural steel consisting of hot-rolled structural shapes.: A
  9. According to the Code of Standard Practice for Steel Buildings and Bridges, which party performs material tests of the structural steel for verification of material properties?: Steel supplier
  10. According to the Specification for Structural Steel Buildings, "BLANK would not apply to a sample for hot-rolled steel shapes.: ASTM A
  11. Identification markings for structural steel shall conform to "BLANK" stan-dards specified in the approved construction documents.: ASTM
  12. Identification markings for high-strength bolts, nuts, and washers shall conform to "BLANK" standards specified in the approved construction docu-ments.: ASTM

11 / 13

  1. Compressible-washer-type direct tension indicators shall meet the re-quirements of:: ASTM
  2. According to the Specification for Structural Joints, which of the following is the definition of a "Faying Surface"?: The plane of contact between two plies of a joint
  3. According to the Specification for Structural Joints, the "BLANK" is an allowed method for installing pretensioned bolted joints.: Calibrated wrench method
  4. According to the Specification for Structural Joints, what method of instal-lation is used for high-strength bolted connections when pretensioned joints are not required?: Snug tightened method
  5. Given: a bolt length less than 4 times the bolt diameter where both faces of the joint are normal to the bolt axis. According to the Specification for Structural Joints, what is the required nut rotation beyond snug tight for the turn of the nut method of installation?: ⅓ turn
  6. According to the Specification for Structural Joints, the faying surfaces of "BLANK" joints are important in the performance of the joint when stressed.- : slip critical
  7. According to the Specification for Structural Joints, the nominal diameter of an oversized bolt hole for a 1 inch diameter bolt is "BLANK" inches.: 1-¼ inches
  8. According to the Specification for Structural Joints, what is the propose of tension calibrator testing of the method of bolt installation used on the job site?: To verify the method of bolt installation has achieved the required bolt tension
  9. The Specification for Structural Joints states "the tightness that is attained with a few impacts of an impact wrench or the full effort of an ironworker using an ordinary spud wrench to bring the plies into firm contact." This is the description of which method of high-strength bolt installation?: Snug tight
  10. According to the Specification for Structural Joints, "BLANK" is the mini-mum bolt pretension required for an A325 bolt 1-¼ inch in diameter.: 71 kips
  11. According to the Specification for Structural Joints, where the turn of the nut method of bolt installation is used, how often is the special inspector to observe the work as it progresses?: Periodically
  12. Thermally cut surfaces shall be ground smooth for:: Cyclically loaded joints

13 / 13

  1. When the calibrated wrench pretensioning method is used for installation, the inspection shall be in accordance with which section of the Specification for Structural Joints?: 9.2.
  2. According to the Specification for Structural Steel Buildings, the type of drawings commonly used to verify the location of structural members and their connections are:: Fabricators' shop and erection drawings
  3. According to the Specification for Structural Steel Buildings. what fabri-cation process is to be used on column ends for a compression joint that depends on contact bearing for transfer of load?: milled ends
  4. According to the Specification for Structural Steel Buildings, the document which includes the required dimensional tolerances for structural steel is the:: Code of Standard Practice for Steel Buildings and Bridges
  5. According to the Specification for Structural Steel Buildings, the special inspector can check an individual structural steel member to see that it is the proper one for a certain location in the building by viewing the:: Fabricators marking on the member which matches the location of that member on the shop drawings
  6. According to the AISC Steel Construction Manual, which of the following is not an allowed manner for setting column base plates?: treated- hardwood shims
  7. According to the AISC Steel Construction Manual, the grout used between the column base plate and the foundation must be:: High-strength non-shrink
  8. Given: ASTM A6/A6M hot rolled shapes with a flange thickness exceeding 2 inches used as members subject to primary tensile forces and spliced using complete penetration groove welds that fuse through the thickness of the member. The contract documents shall require that such shapes be supplied with "BLANK" results in accordance with ASTM A6/A6M.: Charpy V-notch Impact test
  9. What is the maximum steel temperature allowed to correct camber in an A514 structural steel beam?: 1,100 degrees F