8/13/2019 SAIC-A-1005 Rev 3 Compaction Testing

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SAUDI ARAMCO INSPECTION CHECKLIST SAIC NUMBER DATE APPROVED QR NUMBERSAUDI ARAMCO ID/PID - 18-MAY-05 - REV 0 (Standards Cutoff - JUNE 2008) Rev 3 30-Jun-08

PROJECT TITLE WBS / BI / JO NUMBER CONTRACTOR / SUBCONTRACTOR

Compaction Testing SAIC-A-1005 XX/X/200X CIVIL-

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

SCHEDULED INSPECTION DATE & TIME

LAYOUT DRAWING NUMBER EC / PMCC / MCC NO.

TRAVEL TIMEQUANTITY INSP.

WORK PERMIT REQUIRED?

ACTUAL INSPECTION DATE & TIME

SAUDI ARAMCO USE ONLYMH's SPENT

CONTRACTOR INSPECTION LEVEL

RE-INSP DATEITEMNo.

ACCEPTANCE CRITERIA REFERENCE PASS

SAUDI ARAMCO INSPECTION LEVEL

REV. NO. PURCHASE ORDER NUMBER

SAUDI ARAMCO TIP NUMBER SAUDI ARAMCO ACTIVITY NUMBER

A1Contractor's testing agency shall be a Saudi ARAMCO approved civiltesting agency.

SAES-A-114Sec. 5.1.1

FAIL N/A

A2One Modified Proctor Test per ASTM D1557 with corresponding Proctorcurve shall be performed for each type of fill material or where there is achange in the type or the source of material.

SAES-A-114Sec. 6.3.3.1

A3

For cohesionless free draining soils, ASTM D4253 Maximum IndexDensity and Unit Weight of Soils Using a Vibratory Table and ASTMD4254 Minimum Index Density and Unit Weight of Soil and Calculationof Relative Density shall also be performed for each type ofcohesionless, free draining material or where there is a change in thetype or the source of material..

SAES-A-114Sec. 6.3.3.1

SAES-A-114Sec. 6.3.3.2

A4

In-place density shall be determined using one of the following: ASTM D-1556 Sand Cone Method; ASTM D-2167 Rubber Balloon Method; ASTM D-2922 Nuclear Method;or ASTM D-2937 Drive-cylinder.

SAES-A-114Sec. 6.3.3.2

A6 As a minimum, at least one in-place density test must be performed onevery lift of fill and further placement shall not be allowed until therequired density has been achieved.

SAES-A-114Sec. 6.3.3.3

A5

Acceptance testing of in-place density and mois ture content (fielddensity testing) on compacted fill will be performed at the following rates:1. Under all foundations - one test every 1000 ft (90 m) of each lift.2. Under area paving - one test every 2000 ft (180 m) of each lift.3. Road base and sub-base - one test every 2000 ft (180 m) of base orsub-base.

4. Backfill of trenches - one test for every 50 linear ft (15 m) of each lift.5. General fill - one test every 5000 ft (460 m) of each lift.

A7Nuclear density gauges, when used, shall have a valid calibrationcertificate per the requirement of ASTM D2922, Sec. A1.2.

SAES-A-114Sec. 3.2

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8/13/2019 SAIC-A-1005 Rev 3 Compaction Testing

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Saudi AramcoPMT Representative

T&I Witnessed QC Record Reviewed

Work / Rework May Proceed

A8The depth of the test holes shall be no greater than 300mm (12 inches)deep. (ASTM D 2922, Sec. 1.1)

SAES-A-114Sec. 3.2

ITEM

No.ACCEPTANCE CRITERIA

Name, Initials and Date:

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

REFERENCE DOCUMENTS:

REFERENCE

Work Verified

PASS FAIL N/A RE-INSP DATE

REMARKS:

QC Inspector PID Representative

Construction Representative*

Name, Initials and Date:

Compaction Testing SAIC-A-1005 XX/X/200X CIVIL-PROJECT TITLE WBS / BI / JO NUMBER

SAIC NUMBER DATE APPROVED QR NUMBERSAUDI ARAMCO ID/PID - 18-MAY-05 - REV 0 (Standards Cutoff - JUNE 2008) Rev 3 30-Jun-08

CONTRACTOR / SUBCONTRACTOR

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

1- SAES-A-114 -- Excavation and Backfill, 28 April, 2004

QC Supervisor Proponent and Others

Contractor / Third-Party

Name, Initials and Date:Performed Inspection T&I Witnessed QC Record Reviewed

Name, Sign and Date: Quality Record Approved:

Name, Organization,Initials and Date:

T&I Witnessed QC Record Reviewed

Work Verified

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