ICC BOLTING TEST FINAL EXAM 2025/2026 NEWEST ACTUAL EXAM WITH COMPLETE QUESTIONS AND VERIFIED ANSWERS |ALREADY GRADED A+|

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ICC BOLTING TEST FINAL EXAM 2025/2026 NEWEST
ACTUAL EXAM WITH COMPLETE QUESTIONS AND
VERIFIED ANSWERS |ALREADY GRADED A+|



Manufacturer certification documents for all fastener components
used in the fastener assemblies shall be available to the "blank"
prior to the assembly or erection of structural steel. -ANSWERS-
Engineer of Record and the Inspector - Section 2.1 - Specification
for Structural Joints



When approved by the engineer of record, black "blank" high-
strength bolts are permitted to be reused. -ANSWERS-ASTM
A325 - Section 2.3.3 - Specification for Structural Joints



Heavy-Hex nuts shall meet the requirements of: -ANSWERS-
A563 - Section 2.4.1 - Specification for Structural Joints



Flat circular washers shall meet the requirements of: -ANSWERS-
ASTM F436 - Section 2.5 - Specification for Structural Joints

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Alternative washer-type indicating devices may be used when
approved by the: -ANSWERS-Engineer of Record - Section 2.6.2
- Specification for Structural Joints



For twist-off tension-control bolt assemblies, when properly
installed, the end of the bolt "blank" the outer face of the nut. -
ANSWERS-is at least flush with - Section 2.7.2 - Specification for
Structural Joints



When approved by the "blank", the use of alternative design
fasteners is permitted. -ANSWERS-Engineer of Record - Section
2.8 - Specification for Structural Joints



When approved alternative design fasteners are permitted in the
work, such fastener assemblies must meet the materials,
manufacturing, and chemical composition requirements of "blank"
as applicable. -ANSWERS-ASTM A490 and A325 - Section 2.8(1)
- Specification for Structural Joints



The slope of the surfaces of a part in contact with the bolt head
and nut shall be equal to or less than "blank" with respect to a

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



Compressible material shall not be placed "blank" of the high-
strength bolt. -ANSWERS-within the grip - Section 3.1 -
Specification for Structural Joints



Faying surfaces and surfaces adjacent to the bolt head and the
nut shall be: -ANSWERS-Free of dirt and other foreign material -
Section 3.2 - Specification for Structural Joints



In slip-critical joints, galvanizing faying surfaces shall be
roughened by means of: -ANSWERS-hand wire brushing -
Section 3.2.2( C ) - Specification for Structural Joints



Thermally cut bolt holes shall be permitted if approved by the: -
ANSWERS-Engineer of Record - Section 3.3 - Specification for
Structural Joints

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According to the Code of Standard Practice for Steel Buildings
and Bridges, what party is to review the fabricators shop and
erection drawings? -ANSWERS-Owner's representatives for
design and construction - Section 4.4 -Code of Standard Practice
for Steel Buildings and Bridges



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. -ANSWERS-shop and
erection drawings - Section 4.4.1 - Code of Standard Practice for
Steel Buildings and Bridges



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. -ANSWERS-1/16 inch -
Section 6.4.1 - Code of Standard Practice for Steel Buildings and
Bridges



According to the Code of Standard Practice "BLANK" of the steel
surface is required prior to shop painting. -ANSWERS-Wire
Brushing - Section 6.5.2 - Code of Standard Practice for Steel
Buildings and Bridges