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SAUDI ARAMCO ID/PID - August 21 2010- Rev 0 (Standards Cutoff - March, 2012) Rev 6 31-Mar-12

SAUDI ARAMCO INSPECTION CHECKLIST SAIC NUMBER DATE APPROVED QR NUMBER

Laboratory Testing Inspection SAIC-A-1009 30-Apr-13 CIVIL-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 TIMESAUDI ARAMCO USE ONLY

SAUDI ARAMCO TIP NUMBER SAUDI ARAMCO ACTIVITY NUMBER WORK PERMIT REQUIRED?

SAUDI ARAMCO INSPECTION LEVEL CONTRACTOR INSPECTION LEVEL

ACCEPTANCE CRITERIA REFERENCE PASS FAIL N/A RE-INSP DATE

A1

A2

A3

A4

A5

REFERENCE DOCUMENTS:1- SAES-A-113 -- Geotechnical Engineering Requirements, 11 May 2009

Contractor / Third-Party Saudi Aramco

Name, Initials and Date:Work is Complete and Ready for Inspection:

Name, Initials and Date:T&I Witnessed QC Record Reviewed Work Verified

QC Inspector PID Representative

Name, Initials and Date:Performed Inspection Work / Rework May Proceed

Name, Initials and Date:T&I Witnessed QC Record Reviewed Work Verified

QC Supervisor Proponent and Others

Name, Sign and Date: Quality Record Approved: T&I Witnessed QC Record Reviewed Work Verified

ITEM No.

The Geotechnical Contractor shall utilize Inspection Department's list of Saudi Aramco approved Third Party laboratories with specific approval in geotechnical category, for Laboratory testing.

SAES-A-113Sec. 5.2.1.2

Classification testing shall be in accordance with ASTM D2487. Other soil properties shall be determined in accordance with ASTM D1557, D1883, D2166, D2435, D2850, D4253, D4254, and D4318

SAES-A-113Sec. 6.5.1/6.5.2

Laboratory CBR tests should use the "three-point" method along with soil density results to estimate the in-situ CBR and the CBR at recommended compaction density

SAES-A-113Sec. 6.5.2

Representative chemical analyses of soil and groundwater samples shall be performed in accrdance with SAES-Q-009, AASHTO T290 and T291. Water Soluble and chloride Tests are required where concrete will be in contact with soil.

SAES-A-113Sec. 6.5.3

All soil and rock samples shall be retained for a minimum of two months after completion of the geotechnical investigation. Samples must be kept according to ASTM D4220 and D5079.

SAES-A-113Sec. 5.5

REMARKS:

Construction Representative* PMT Representative

Name, Organization,Initials and Date:

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

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