Inspection of Galvanized Structural Steel Main Members

2 tables appear under this heading.

1. PDF page 637

Inspection Tasks Prior to Bolting	Sections
Manufacturer’s certifications available for fastener materials	2.9
Fasteners marked in accordance with ASTM requirements	Figure C-2.1, (also see ASTM standards)
Correct fasteners selected for the joint detail (grade, type, bolt length if threads are to be excluded from shear plane)	2.7
Correct bolting procedure selected for joint detail	4, 8
Connecting elements, including the appropriate faying surface condition and hole preparation, if specified, meet applicable requirements	3.2, 3.4, 4, 9.3
Pre-installation verification testing by installation person- nel observed and documented for fastener assemblies and methods used	7, 8.2, 9.2
Protected storage provided for bolts, nuts, washers, and other fastener components	2.10

Inspection Tasks During Bolting	Sections
Fastener assemblies placed in all holes and washers (if required) are positioned as required	7.1, 8.1, 8.2
Joint brought to the snug-tight condition prior to the pretensioning operation	8.1, 8.2, 9.1
Fastener component not turned by the wrench prevented from rotating	8.2
Fasteners are pretensioned in accordance with a method approved by RCSC and progressing systematically from most rigid point toward free edges	8.1, 8.2