Laserfiche WebLink
, <br /> � <br /> 3.2 QUALITY CONTROL <br /> � A. Engage an independent testing and inspection agency to inspect high-strength bolted <br /> connections and welded connections aad to perform tests and prepare test reports. <br /> ' DELETE EITH�R AB4VE 4R BELOW, OR REVISE TO SUIT LOCAL <br /> PRACTICE/JURISDIG'TTON. <br /> � B. Owner will engage an undependent tssting and inspection agency to inspect high-strength <br /> bolted connections and weldecl connec�ions and to perform tests and prepare test reports if� <br /> required by the Engineer.. � <br /> rC. Testing agency shall conduct and interpret tests,state in each report whether test specimens <br /> corr►ply with requirements,and specifically state any deviations therefrom. <br /> � D. Provide access for testing agency to pl$ces where structural steel work is being fabricated <br /> or produced so that required inspection and testizig can be accomplished. <br /> ' E. Testing agency may inspect struct�t�ral steel at plant before shipment. <br /> F. Correct deficiencies in structural steel work that inspections and laboratory test reports have <br /> � indicated to be not in compliance with requirements. Perform additional tests, at <br /> Contractor's expense,as necessary to reconfir�n any noncompliance of original work and to <br /> show compliance of corrected worlc. <br /> � G. Shop-Bolted Co�ections: Engineer shall decide if Inspections or tests be conducted in <br /> accordance with AISC specifications. <br /> NH. Shop Weldin�: Engineer shall decide if Inspections or tests be conducted in accordanca <br /> with AISC specifications. <br /> Inspect and test during fabrication af structural steel assemblies and if so as: <br /> � 1. Certify welders and conduct inspections and tests as required. Record types and <br /> locations of defects found in work. Record work reyuireci and perfor�ed to correct <br /> � deficiencies. <br /> 2. Perform visual inspection of all welds. <br /> 3. Perform tests of welds as follows. Lispection procedures Iisted are to be used at <br /> ' Contractor's option. � <br /> I. �ield-Bolted Connections: Inspect in accordance with AISC specifications. <br /> � 1. For Direct Tension Indicators,conaply with requirements of ASTM F 959. Ver�fy <br /> that gaps are less than gaps specified in Table 2. <br /> � J. Field WeIding: Inspect and test during erection of structural steel as follows: <br /> 1. Certafy welders and conduct inspections and tests as req�ired. Record types and <br /> � Iocations of defects found in work. Record work required and perfornaed to correct <br /> deficiencies. <br /> 2. Perform visual insgection of all'vrrelds. <br /> � END OF SECTION 05120 <br /> STRUCTURAL STEEL Pa�e 5 of S <br /> � <br />