SAIC-W-2007 Rev 0

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    ACTUAL INSPECTION DATE & TIME

    EC / PMCC / MCC NO.REV. NO. PURCHASE ORDER NUMBER

    SAUDI ARAMCO USE ONLYSAUDI ARAMCO TIP NUMBER SAUDI ARAMCO ACTIVITY NUMBER

    CONTRACTOR INSPECTION LEVELSAUDI ARAMCO INSPECTION LEVEL

    ITEM

    No.ACCEPTANCE CRITERIA REFERENCE PASS FAIL N/A RE-INSP DA

    MH's SPENT TRAVEL TIMQUANTITY INSP.

    WORK PERMIT REQUI

    SCHEDULED INSPECTION DATE & TIME

    LAYOUT DRAWING NUMBER

    PLANT NO.EQUIPMENT ID NUMBER(S) EQUIPMENT DESCRIPTION EQPT CODE SYSTEM ID.

    SAIC-W-2007 25-May-05 WELD-

    SAUDI ARAMCO ID/PID - 2/19/05 - REV 0 (Standards Cutoff - August 2004)

    SAUDI ARAMCO INSPECTION CHECKLISSAIC NUMBER DATE APPROVED QR NUMBER

    PROJECT TITLE WBS / BI / JO NUMBER CONTRACTOR / SUBCONTRACTOR

    Post-Welding Visual Inspection

    A4Grinding does not reduce the base metal thickness to less than the

    design thickness.

    SAES-W-011,

    Para. 11.8

    A2

    All arc strikes, gouges and other surface imperfections are removed by

    grinding.

    SAES-W-011,

    Para. 11.6

    SAES-W-011,

    Para. 17.1.8

    (Best Practice)

    A7Weld numbering & welder symbols are placed in a location such thatthey will remain visible for a time suitable to the authorized Saudi

    Aramco inspector.

    SAES-W-011,

    Para. 16.1

    A5

    Where temporary welds were removed, base metal repairs made, or arc

    strikes repaired by grinding, examination by MT or LT has been carried

    out.

    SAES-W-011,

    Para. 11.9

    A8

    Surface irregularities, including weld reinforcement, which inhibit

    accurate interpretation of the specified method of NDT (including VT) are

    ground smooth.

    SAES-W-011,

    Para. 17.1.7

    A12

    A1

    SAES-W-011,

    Para. 11.7

    All slag, flux and spatter is removed from the completed weld and

    surrounding area.

    SAES-W-011,

    Para. 11.4.2

    A3Temporary attachments have been cut off no closer than 3mm to the

    base metal, then ground flush.

    Fillet weld size conforms to the details shown inAt tach ment 2.

    (ASME B31.3, Para. 328.5.2)

    A General:

    A10

    Visual defects found in the completed weld and at least 25mm wide on

    each side of the weld are within the allowable weld imperfections listed in

    ASME B31.3, Table 341.3.2 . Refer toAt tachmen t 1of this checklist.

    SAES-W-011,

    Para. 17.1.7 &

    17.1.8

    A6

    All weld joints are marked for identification by a weld number and a

    welder symbol. These identifications are made with a suitable weather-

    proof marking material.

    SAES-W-011,

    Para. 16.1

    A9Inspection of all welds includes a band of base metal at least 25mm

    wide on each side of the weld.

    SAES-W-011,

    Para. 17.1.8

    A13 Weld joint was requested for the applicable NDE.SAES-W-011,

    Para. 17.6

    A11Visually inspect finished weld to confirm that height and width ofreinforcement, and technique of cap (multi-pass or weave), comply with

    WPS. {ASME B31.3, Para. 341.4.1, (a) (1) }

    Approved WPS

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    Work Verified

    *Person Responsible for Completion of Quality Work / Test Y = YES N = NO F = FA

    T&I Wi tnessed QC Record Reviewed

    Name, Sign and Date:

    Quality Record Approved:Name, Organization,

    Initials and Date:

    T&I Wi tnessed QC Record Reviewed

    SAUDI ARAMCO ID/PID - 2/19/05 - REV 0 (Standards Cutoff - August 2004)

    SAUDI ARAMCO INSPECTION CHECKLISSAIC NUMBER DATE APPROVED QR NUMBER

    PROJECT TITLE WBS / BI / JO NUMBER CONTRACTOR / SUBCONTRACTOR

    Post-Welding Visual Inspection SAIC-W-2007 25-May-05 WELD-

    Work Verified

    PASS FAIL N/A RE-INSP DA

    1. SAES-W-011, Welding Requirements for On-Plot Piping, 30 October 2002

    2. 12-SAMSS-007, Fabrication of Structural and Miscellaneous Steel, 28 April, 2004

    QC Supervisor Proponent and Others

    Contractor / Third-Party

    ATTACHMENTS:

    1. Attachment 1 - Process Piping Acceptance Criteria (Per ASME B31.3, Table 341.3.2)

    2. Attachment 2 - Fillet Weld Size (ASME B31.3, Para. 328.5.2)

    3. Attachment 3 - Fillet Weld Profiles for Aluminum Structures (AWS D1.2/D1.2M)

    Saudi Aramco

    4. ANS1/AWS D1.2, Structural Welding Code - Aluminum, 2003

    ITEM

    No.ACCEPTANCE CRITERIA REFERENCE

    3. ASME B31.3, Process Piping, 2002

    REMARKS:

    REFERENCE DOCUMENTS:

    Construction Representative*

    Name, Initials and Date:

    Work is Complete and Ready for Inspection:

    Name, Initials and Date:

    PMT RepresentativeT&I Wi tnessed QC Record Reviewed

    Name, Initials and Date:

    Performed Inspection Work / Rework May Proceed

    Name, Initials and Date:

    QC Inspector PID Representative

    Work Verified

    B A luminum Struc tu res :

    12-SAMSS-007,

    Sec. 3B1

    The faces of fillet welds shall be slightly convex, flat or slightly concave

    as shown inAtt achment 3, Figures (A) Desirable Fillet Weld Profiles and

    (B) Acceptable Fillet Weld Profiles, with none of the unacceptable

    profiles shown in [C] Unacceptable Fillet Weld Profiles, (AWS D1.2,

    Para. 4.19.1).

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    Post-Welding Visual Inspection SAIC-W-2007 25-May-05 WELD-

    At tachment 1 - Process Piping Acceptance Cr iteria

    SAUDI ARAMCO ID/PID - 2/19/05 - REV 0 (Standards Cutoff - August 2004)

    SAUDI ARAMCO INSPECTION CHECKLISTSAIC NUMBER DATE APPROVED QR NUMBER

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    Post-Welding Visual Inspection SAIC-W-2007 25-May-05 WELD-

    SAUDI ARAMCO ID/PID - 2/19/05 - REV 0 (Standards Cutoff - August 2004)

    SAUDI ARAMCO INSPECTION CHECKLISTSAIC NUMBER DATE APPROVED QR NUMBER

    At tachment 3 - Aluminum Structures

    At tachment 2 - Fillet Weld Size (ASME B31.3, Para. 328.5.2)

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