SAUDI ARAMCO ID/PIEU-31-Jul-2022 - REV.2022.07.
00 (Standards Cutoff - July 31,2022)                                   Rev 81                31-Jul-22
                                                                                                      SAIC NUMBER              DATE APPROVED            QR NUMBER
SAUDI ARAMCO INSPECTION CHECKLIST
In-Process Inspection of Cement Lining                                                                  SAIC-H-2006               31-Jul-22             COATING-
PROJECT TITLE                                                                                         WBS / BI / JO NUMBER        CONTRACTOR / SUBCONTRACTOR
EQUIPMENT ID NUMBER(S)                                         EQUIPMENT DESCRIPTION                                         EQPT CODE            SYSTEM ID.        PLANT NO.
LAYOUT DRAWING NUMBER                                          REV. NO.               PURCHASE ORDER NUMBER                                       EC / PMCC / MCC NO.
SCHEDULED INSPECTION DATE & TIME                               ACTUAL INSPECTION DATE & TIME                                   QUANTITY INSP.       MH's SPENT          TRAVEL TIME
                                                                                                                                         SAUDI ARAMCO USE ONLY
SAUDI ARAMCO TIP NUMBER                                                           SAUDI ARAMCO ACTIVITY NUMBER                                                WORK PERMIT REQUIRED?
SAUDI ARAMCO INSPECTION LEVEL                                                     CONTRACTOR INSPECTION LEVEL
 ITEM
                                        ACCEPTANCE CRITERIA                                              REFERENCE             PASS        FAIL           N/A        RE-INSP DATE
  No.
   A     General Requirements
         During application of lining by a spinning machine, the entire quantity of
         mortar required for completion of the lining of the section of pipe, is placed 01-SAMSS-005,
  A1
         without interruption.                                                             Sec. III (B)
         (AWWA C205, Para. 4.4.4.2).
         After the cement mortar has been distributed to a uniform thickness, the
                                                                                                       01-SAMSS-005,
  A2     rotation is increased to produce a dense mortar with a smooth surface.
                                                                                                          Sec. III (B)
         (AWWA C205, Para. 4.4.4.3).
         for sleeved pipe there shall be no cutback, the cement mortar lining shall                    01-SAMSS-005,
  A3
         be flush with the end of pipe.                                                                  Para 4.4.2.1
         For pipe that has been specifically designed for but welding the cement
                                                                                                       01-SAMSS-005,
  A4     mortar lining shall be cut back of min of 10mm to a max of 25 mm from
                                                                                                         Para 4.4.2.2
         the end of pipe
         Surplus water on the applied lining is removed by air blowing or by tilting
                                                                                                       01-SAMSS-005,
  A5     of the pipe.
                                                                                                          Sec. III (B)
         (AWWA C205, Para. 4.4.4.4).
         Lining thickness requirements are maintained by mechanical-end
                                                                                                       01-SAMSS-005,
  A6     retaining rings and verified by physical measurements.
                                                                                                          Sec. III (B)
         (AWWA C205, Para. 4.4.2).
         The application of cement-mortar lining to miters, angles, bends,
         reducers, and other special sections, is accomplished by mechanical
                                                                                                       01-SAMSS-005,
  A7     placement, pneumatic placement, or hand application and finished to
                                                                                                          Sec. III (B)
         produce a smooth, dense surface.
          (AWWA C205, Para. 4.4.5.1).
         A set of at least two standard test cylinders, 6" dia. (150 mm) x 12" (300
                                                                                                       01-SAMSS-005,
  A8     mm) in length, is made each day from the cement-mortar lining for each
                                                                                                          Sec. III (B)
         shift. (AWWA C205, Para. 5.1.1).
         Cement-mortar test cylinders attains a minimum compressive strength of
                                                                                                       01-SAMSS-005,
  A9     4,500 psi (31 MPa) in 28 days or at the time of shipment, if less than 28
                                                                                                          Sec. III (B)
         days. (AWWA C205, Para. 5.1.5).
         The avg. of any 10 consecutive strength tests of cylinders representing
         each cement-mortar mix is ≥ the specified strength, and not greater than
         20% of the strength tests shall have values less than the specified
                                                                                                       01-SAMSS-005,
  A10    strength.
                                                                                                          Sec. III (B)
         NOTE: No cylinder test result shall be less than 80 percent of the
         specified strength.
         (AWWA C205, Para. 5.1.5).
         The tests shown in Table 1 are performed prior to, and during lining. This
                                                                                     01-SAMSS-005,
  A11    table shows the properties to be tested, the test method, the frequency for
                                                                                        Para. 5.1
         testing and the acceptance criteria.
REMARKS:
ATTACHMENTS:
REFERENCE DOCUMENTS:
1. 01-SAMSS-005, Shop Applied, Internal Cement Mortar Lining of Steel Pipe (21 January 2019)
2. AWWA C205-07, STD FOR CEMENT-MORTAR PROTECTIVE LINING & COATING FOR STEEL WATER PIPE ( 4" & MORE)-SHOP APPLIED,
(2 Aug, 2007)
                            Contractor / Third-Party                                                                           Saudi Aramco
Construction Representative*                                                             PMT Representative
                                     Work is Complete and Ready for Inspection:                                      T&I Witnessed       QC Record Reviewed         Work Verified
 Name, Initials and Date:                                                                 Name, Initials and Date:
QC Inspector                                                                             PID Representative
                               Performed Inspection      Work / Rework May Proceed                                   T&I Witnessed       QC Record Reviewed         Work Verified
 Name, Initials and Date:                                                                 Name, Initials and Date:
QC Supervisor                                                                            Proponent and Others
                                              Quality Record Approved:                                               T&I Witnessed       QC Record Reviewed         Work Verified
                                                                                           Name, Organization,
  Name, Sign and Date:
                                                                                            Initials and Date:
                                                                                    Saudi Aramco: Company General Use
                                            Quality Record Approved:
                                                                            Name, Organization,
Name, Sign and Date:
                                                                             Initials and Date:
*Person Responsible for Completion of Quality Work / Test                                                  Y = YES   N = NO F = FAILED
                                                                       Saudi Aramco: Company General Use