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AISC i- iTABLE N5.4-1
<br />RISC 360-10 TABLE N5.4-2
<br />INSPECTION TASKS DURING WELDING
<br />j rC
<br />o
<br />_
<br />7�
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<br />WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE
<br />P
<br />P
<br />MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE
<br />P
<br />P
<br />MATERIAL IDENTIFICATION (TYPE/GRADE)
<br />0
<br />0
<br />WELDER IDENTIFICATION SYSTEM'
<br />0
<br />0
<br />0
<br />0
<br />FILL —UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)
<br />JOINT PREPARATION
<br />DIMENSIONS (ALIGNMENT, ROOF OPENING, ROOF FACE, BEVEL)
<br />CLEANLINESS (CONDITION OF STEEL SURFACES)
<br />TACKING (TACK WELD QUALITY AND LOCATION)
<br />BACKING TYPE AND FIT (IF APPLICABLE)
<br />CONFIGURATION AND FINISH OF ACCESS HOLES
<br />0
<br />0
<br />FIT —UP OF FILLET WELDS
<br />0
<br />—
<br />DIMENSIONS (ALIGNMENT, GAPS AT ROOF)
<br />CLEANLINESS (CONDITION OF STEEL SURFACES)
<br />TACKING (TACK WELD QUALITY AND LOCATION)
<br />1 THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A
<br />WELDER WHO HAS 'WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED,
<br />SHALL BE THE LOW —STRESS TYPE.
<br />2 0 = OBSERVE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING
<br />THESE INSPECTIONS.
<br />P = PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER.
<br />3 QUALITY CONTROL (OC) SHALL BE PROVIDED BY THE FABRICATOR AND ERECTOR, QUALITY
<br />A55URANCE (QA) SHALL BE PERFORMED BY AN AGENCY CERTIFIED IN AND APPROVED BY THE
<br />AUTHORITY HAVING JURISDICTION OVER. THE WORK TO BE INSPECTED.
<br />4 WHEN A TASK IS NOTED TO BE PERFORMED BY BOTH QC AND QA, IT IS PERMITTED TO
<br />COORDINATE THE INSPECTION FUNCTION BEIVJEEN THE TWO PARTIES SO THAT THE INSPECTION
<br />IS PERFORMED BY ONLY ONE PARTY. WHERE CA RELIES ON THE INSPECTIONS PERFORMED BY
<br />THE QC, THE APPROVAL OF THE ENGINEER OF RECORD AND THE AUTHORITY HAVING
<br />JURISDICTION (AHJ) IS REQUIRED.
<br />5 QA INSPECTIONS, EXCEPT FOR NONDESTRUCTIVE TESTING (NDT), MAY BE WAIVED WHEN THE
<br />WORK IS PERFORMED IN A FABRICATING SHOP OR BY AN ERECTOR APPROVED BY THE
<br />AUTHORITY HAVING JURISDICTION TO PERFORM WORK WITHOUT QA. NDT OF WELDS COMPLETED
<br />IN AN APPROVED FABRICATOR'S SHOP MAY BE PERFORMED BY THAT FABRICATOR WHEN
<br />APPROVED BY THE AHJ. WHEN THE FABRICATOR PERFORMS THE NOT, THE CA AGENCY SHALL
<br />REVIEW THE FABRICATOR'S NOT REPORTS,
<br />6 SEE AISC 360-10 CHAPTER N FOR MINIMUM REQUIREMENTS FOR QUALITY CONTROL AND
<br />QUALITY ASSURANCE PROGRAMS, QUALIFICATIONS, INSPECTIONS AND TESTING.
<br />USE OF QUALIFIED WELDERS
<br />0
<br />0
<br />CONTROL AND HANDLING OF WELDING CONSUMABLES
<br />0
<br />0
<br />PACKAGING
<br />EXPOSURE CONTROL
<br />NO WELDING OVER CRACKED TACK WELDS
<br />0
<br />0
<br />ENVIRONMENTAL CONDITIONS
<br />0
<br />0
<br />WIND SPEED WITHIN LIMITS
<br />PRECIPITATION AND TEMPERATURE
<br />0
<br />0
<br />WAS FOLLOWED
<br />SETTINGS ON WELDING EQUIPMENT
<br />TRAVEL SPEED
<br />SELECTED WELDING MATERIALS
<br />SHIELDING GAS TYPE/FLOW RATE
<br />PREHEAT APPLIED
<br />INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)
<br />PROPER POSITION (F, V, H, OH)
<br />WELDING TECHNIQUES
<br />0
<br />0
<br />INTERPASS AND FINAL CLEANING
<br />EACH PASS WUHIN PROFILE LIMITATIONS
<br />EACH PASS MEETS QUALITY REQUIREMENTS
<br />1 SEE NOTES ON TABLE N5.4-1 FOR ADDITIONAL INFORMATION.
<br />WELDS CLEANED
<br />0
<br />0
<br />SIZE, LENGTH AND LOCATION OF WELDS
<br />P
<br />p
<br />P
<br />P
<br />WELDS MEET VISUAL ACCEPTANCE CRITERIA
<br />CRACK PROHIBITION
<br />WELD/BASE—METAL FUSION
<br />CRATER CROSS SECTION -
<br />WELD PROFILES
<br />WELD SIZE
<br />_ UNDERCUT
<br />POROSITY
<br />ARC STRIKES
<br />P
<br />P
<br />k—area
<br />P
<br />P
<br />BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)
<br />P
<br />P
<br />REPAIR ACTIVITIES
<br />P
<br />P
<br />DOCUMENT ACCEFTANCE OR REJECTION OF WELDED JOINT OR MEMBER
<br />P
<br />P
<br />i WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN
<br />THE k—area, VISUALLY INSPECT THE WEB k—a FOR CRACKS WITHING 3 in. (75 —) OF THE WELD,
<br />2 SEE NOTES ON TABLE N5.4-1 FOR ADDITIONAL INFORMATION,
<br />SYM REVISION I BY APPROVED DATE SYM RENSION BY I APPROVED DATE
<br />-- SITE PUMPED INDUSTRIAL WASTE 20808468 SITiS BKL 04.OS20
<br />-
<br />0
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<br />MANUFACTURER'S CERTIEICATIONS AVAILABLE FOR FASTENER MATERIALS
<br />0
<br />P
<br />FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMEMENTS
<br />0
<br />0
<br />0
<br />0
<br />PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT
<br />LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)
<br />PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL
<br />O
<br />0
<br />CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE PAYING SURFACE
<br />0
<br />0
<br />CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE
<br />REQUIREMENTS
<br />PRE —INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL
<br />p
<br />0
<br />OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS
<br />USED
<br />PROPER STORAGE PROVIDED FOR BOLTS, (JUTS, WASHERS AND OTHER
<br />FASTENER COMPONENTS
<br />0
<br />0
<br />1 0 = OBSERVE ITEMS ON A RANDOM BASIS. OPERATIONS NEED NOT BE DELAYED PENDING
<br />THESE INSPECTIONS.
<br />P = PERFORM THESE TASKS FOR EACH WELDED JOINT OR MEMBER
<br />2 QUALITY CONTROL (QC) SHALL BE PROVIDED BY THE FABRICATOR AND ERECTOR, QUALITY
<br />ASSURANCE (QA) SHALL BE PERFORMED BY AN AGENCY CERTIFIED IN AND APPROVED BY THE
<br />AUTHORITY HAVING JURISDICTION OVER THE WORK TO BE INSPECTED.
<br />3 WHEN A TASK IS NOTED TO BE PERFORMED BY BOTH QC AND CIA, IT IS PERMITTED TO
<br />COORDINATE THE INSPECTION FUNCTION BETWEEN THE TWO PARTIES SO THAT THE INSPECTION
<br />IS PERFORMED BY ONLY ONE PARTY. WHERE CA RELIES ON THE INSPECTIONS PERFORMED BY
<br />THE ON, THE APPROVAL OF THE ENGINEER OF RECORD AND THE AUTHORITY HAVING
<br />JURISDICTION (AHJ) IS REQUIRED.
<br />4 CA INSPECTIONS, EXCEPT FOR NONDESTRUCTIVE TESTING (NOT), MAY BE WAIVED WHEN THE
<br />WORK IS PERFORMED IN A FABRICATING SHOP OR BY AN ERECTOR APPROVED BY THE
<br />AUTHORITY HAVING JURISDICTION TO PERFORM WORK WITHOUT GA. WHEN THE FABRICATOR
<br />PERFORMS THE NOT, THE CA AGENCY SHALL REVIEW THE FABRICATOR'S NDT REPORTS.
<br />5 SEE ALSO 360-10 CHAPTER N FOR MINIMUM REQUIREMENTS FOR QUALITY CONTROL AND
<br />QUALITY ASSURANCE PROGRAMS, QUALIFICATIONS, INSPECTIONS AND TESTING.
<br />ACCEPTABILITY
<br />THIS DESIGN AND/OR
<br />SPECIFICATION IS APPROVED
<br />APPROVED BY I DEPT. 1 D
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<br />-_
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<br />-
<br />17
<br />FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND
<br />0
<br />0
<br />WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED
<br />JOINT BROUGHT TO THE SNUG -TIGHT CONDITION PRIOR TO THE PRETENSIONING
<br />0
<br />0
<br />OPERATION
<br />FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTA7IN
<br />0
<br />0
<br />FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SP C1,16AT/ON,
<br />0
<br />0
<br />PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE
<br />EDGES
<br />1 SEE NOTES ON TABLE N5.6-1 FOR ADDITIONAL INFORMATION.
<br />E7
<br />DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS
<br />P
<br />P
<br />1 SEE NOTES ON TABLE N5.4-1 FOR ADDITIONAL INFORMATION.
<br />I r ���- r•"�� � �ii _
<br />APRIL 3, 2020
<br />SPECIAL INSPECTIONS
<br />SITE 45-YD
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