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STOCKPILE
INSPECTION AND TEST PLAN
ITP--XX
REV DATE DESCRIPTION PREPARED CHECKED APPROVED
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STOCKPILE INSPECTION & TEST PLAN
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W Witness S Submit Documentation KJV Kellogg Joint Venture
H Hold Point ITR Inspection & Test Report VB Verifying Body
ItemProcess Description &
ActivityDocument Acceptance Criteria
VerifyingDocument
InspectionRemarksCS KT KJV
1.00 Preliminaries 1.01 Review Contract & Scope of Works,
confirm against tender
Client Contract & SOW
Central Systems tender
submission
Tender & Contract Document Contract Review
Checklist
1.02 Review Specification Client Specifications
G1-TE-S-0000-SPC5004
G1-TE-S-0000-SPC5007
Client Specifications
G1-TE-S-0000-SPC5004
G1-TE-S-0000-SPC5007
Signed ITP
1.03 Review Drawings Client supplied drawings
G1-TD-C-1900:
PAS1001 Rev 1PAS1002 Rev 1
GRD1000 Rev 1
GRD1001 Rev 1
GRD1002 Rev 1
Approved for Construction Drawings (AFC) Approved for
Construction Drawings
(AFC)
2.00 Approvals 2.01 Quality Management Plan Central Systems IMS Client Approval Approved Management
Plan
004257-QMP
2.02 Health, Safety, Environment
Management Interface Plan
Central Systems IMS Client Approval Approved Management
Plan
004257-HSEMP
2.03 Construction Method Statement Central Systems Method
of Statement
Client Approval Approved Method
Statement (SWMS)
2.04 Inspection Test Plan
Excavation / Clearance Approval
ITP – Embankment /
Structural Fill
Client HSS &
Environmental
Client Approval
Land Clearance Permit Approved
Land Tenure Boundary Verified
Approved ITP
Approved Permits
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STOCKPILE INSPECTION & TEST PLAN
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Procedures Excavation & Penetration Permit Approved
2.05 Verifying Checklists / Registers QA/QC Registers:Compaction Lot
Subgrade etc
Client Approval Approved documents
3.00 Materials
Note: Due to the minimal depth of fill / cut (<1.5m) & quantity, all suitable excavated materials shall be transported to crusher for processing to Class S-B for all general structural fill requirements
(subject to client approval) 3.01 Class 500 Rock Fill Client Specifications
G1-TE-S-0000-SPC5004
Client Specifications
G1-TE-S-0000-SPC5004
100% <500mm
55-100% <300mm
40-80% <200mm
25-60% <100mm
Class S-B below <100mm
Particle Size Distribution Test / 20,000m3
Material Test
Certificates
3.02 Class 300 Rock Fill Client Specifications
G1-TE-S-0000-SPC5004
Client Specifications
G1-TE-S-0000-SPC5004
100% <300mm
80-100% <200mm
60-100% <200mm
Class S-B below <100mm
Particle Size Distribution Test / 20,000m3
Material Test
Certificates
3.03 Class S-B Sub-base
- Undercut / unsuitable
reconstruction
- Embankment Construction
- Subgrade Construction
Client Specifications
G1-TE-S-0000-SPC5004
Client Specifications
G1-TE-S-0000-SPC5004
Class S-B - AP 100mm
Particle Size Distribution 1 Test / 2,000m3 (SP)
Atterberg Limit
1 Test / 2,000m3 (SP)
PI Max 20, LL Max 30
Modified Compaction Curve
1 Test / 1,000m3 (SP)
Material Test
Certificates
3.04 Water - Construction Client Specifications
G1-TE-S-0000-SPC5004
Client Specifications
G1-TE-S-0000-SPC5004
- Sea water may be used within 50m of Land Tenure
Boundary at discretion of Company.
- Sea water can be used in embankment construction but
Site Inspection
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STOCKPILE INSPECTION & TEST PLAN
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not with 300mm of surface or final pavement layers.
4.0 Foundation Preparation for Embankments4.01 Embankment Foundation (Rock
Material) - Surface Preparation
Note:
All Stripping & Grubbing Completed
Prior
Client Specifications
G1-TE-S-0000-SPC5004
Client Specification
- All high spots removed to satisfaction of Company
- Surface to be evenly graded to promote compaction
- Joint Inspection surface for cracking
- Attain approval prior to placing fill layers
- Fill lows with Class S-B
- Wet surface prior to placement of fill layers
Field Inspection Record
4.02 Embankment Foundation (General) -
Preparation
Client Specifications
G1-TE-S-0000-SPC5004
Client Specification
- Rip & Remake 150mm top layer
- Sloping surfaces may need to be benched to ensure tie in
- Surface condition with water
Field Inspection Record
4.03 Embankment Foundation (General) –
Compaction
Client Specifications
G1-TE-S-0000-SPC5004
Client Specification
- Poof Roll / Compact using 12t roller (min) with 6 passes in
LF/HA then 6 passes in HF/LA
- Joint Inspection for surface deformation
- Attain approval prior to placing fill layers
Field Inspection Record
4.04 Embankment Foundation (General) –
Unsuitable Material
Client Specifications
G1-TE-S-0000-SPC5004
Client Specification
- For any unsuitable areas where excessive deformation is
noted, remove / reconstruct failed areas using 300mm
Class S-B as directed by company.
- Further proof rolling (2 passes) required on completion of
dynamic compaction
Field Inspection Record
Site Instruction
Survey Record
5.0 Embankment Construction: Class 500 / 300 Rock Fill Material
5.01 Line & Level Client SpecificationsG1-TE-S-0000-SPC5004
Client SpecificationsAFC Drawings
-- Class 500 not to be used with 1000mm of
- Class 300 not to be used within 250mm of pavement
layer, allowing for at least one layer of Class S-B
-/+ 200mm FL
Survey Log Books
5.02 Layer Thickness Client Specifications Client Specifications Visual Inspection
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STOCKPILE INSPECTION & TEST PLAN
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G1-TE-S-0000-SPC5004 - Class 500 placed in 800-1000mm layers
- Class 300 placed in 500-700mm layers5.03 Compaction Client Specifications
G1-TE-S-0000-SPC5004 Client Specifications
G1-TE-S-0000-SPC5004
- Compaction trials to be developed to attain a plate load
test if 30MPa/m2
- Class 300/500 to be conditioned (wetted) and pushed
into place by Dozer / Grader
- Padfoot roller compaction method with
- Smooth drum proof roll prior to successive layers
- Method based specification to be developed & approved
Field Test Sheet
Nata Test Reports
Trial Compaction
Method
5.04 Moisture Content Client Specifications
G1-TE-S-0000-SPC5004
Client Specifications
G1-TE-S-0000-SPC5004
- Material to be conditioned prior to handling
- Amount / application determined by Trial Compaction
Method
Trial Compaction
Method
6.0 Embankment / Subgrade Construction using Class S-B Sub-baseNote: Due to the minimal depth of fill / cut (<1.5m) & quantity, all suitable excavated materials shall be transported to crusher for processing to Class S-B for all general structural fill requirements
(subject to client approval)
6.01 Line & Level Client Specifications
G1-TE-S-0000-SPC5004
Client Specifications
AFC Drawings
-- Class S-B to be used on Class 300 embankment fill for
foundation layer (subject to depth of fill)
- Class S-B to underside of pavement layer
+10mm / - 25mm
Survey Log Books
6.02 Layer Thickness Client Specifications
G1-TE-S-0000-SPC5004
Client Specifications
- Class S-B placed in 200 -250mm loose layers
Visual Inspection
6.03 Compaction Client Specifications
G1-TE-S-0000-SPC5004
Client Specifications
G1-TE-S-0000-SPC5004
- 98% MMDD
- Minimum 150mm compacted layer thickness- 1 x MDD Field test / 500m2
Trial Compaction
Method
Compaction TestReports
6.04 Moisture Content Client Specifications
G1-TE-S-0000-SPC5004
Client Specifications
G1-TE-S-0000-SPC5004
- Material to be conditioned prior to handling (stockpile)
- MC to be within -/+ 2%m of OMC
Trial Compaction
Method
Compaction Test
Reports
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STOCKPILE INSPECTION & TEST PLAN
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9.0 Documentation
5.01 As-Built Drawings
QA/QC Lot Registers
QA/QC Verification Documents
Client Specifications &
Procedures
Client / Drawings Specification / Tolerances Survey Record
QA/QC Registers
QA/QC Documents
Field Inspection Records
5.02 MDR to be complied progressively Client Specifications &
Contract Document
MDR Index
Client Specifications & Contract Document
All Records as per MDR Index
Approved MDR
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