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Macka’s Screened Sand for
U t i l i t y A s s e t W o r k
2 0 1 9
Specification Compliance with: R11, AS3725, WSA PS-350, WSA
PS-360, STS101
R11 AS3725 WSA PS - 350 WSA PS - 360 (Project Specified)
Hunter Water
Corporation STS
101
Stormwater Drainage
Design for Installation
of Buried Concrete
Pipes
Compaction Sand for
Pipe Embedment
Embedment /
Concrete SandElectrical Trench Sand
Construction & Pipe
Bedding Materials
Bed & Haunch Bed & Haunch Grade B Sand
Uncompacted Bulk Density t/m3 AS1141.4 1.51
Compacted Bulk Density t/m3 AS1141.4 1.58
Particle Density (SSD) t/m3 AS1141.5 2.62 >= 2.1
Particle Density (Dry) t/m3 AS1141.5 2.61 >= 2.1
Water Absorption % AS1141.5 0.6 <= 3
% Finer Than 2.36 mm % AS1289.3.6.1 100 50 to 100
% Finer Than 1.18 mm % AS1289.3.6.1 100
% Finer Than 0.600 mm % AS1289.3.6.1 100 20 to 90
% Finer Than 0.425 mm % AS1289.3.6.1 89
% Finer Than 0.300mm % AS1289.3.6.1 38 10 to 60
% Finer Than 0.150mm % AS1289.3.6.1 0 0 to 25
% Finer Than 0.075mm % AS1289.3.6.1 0 0 to 10
% Finer Than 2.36 mm % AS1141.11.1 / T201 100 50 to 100 90-100 60-100 100
% Finer Than 1.18 mm % AS1141.11.1 / T201 100 - 85-100 30-100
% Finer Than 0.600 mm % AS1141.11.1 / T201 100 20 to 90 70-100 15-100 90-100
% Finer Than 0.425 mm % AS1141.11.1 / T201 89 -
% Finer Than 0.300mm % AS1141.11.1 / T201 38 10 to 60 50-100 5-50
% Finer Than 0.150mm % AS1141.11.1 / T201 0 0 to 25 0-40 0-15 0-20
% Finer Than 0.075mm % AS1141.11.1 / T201 0 0 to 10 0-5 0-5 0-5
% Finer Than 0.075mm % AS1141.12 / T201 0 0-5 <= 10 0-5
% Finer Than 0.002mm % AS1141.13 N/A <= 1
Sodium Sulphate Soundness % AS1141.24 0.2
Light Particles % AS1141.31 0 < = 1
Clay & Fine Silt % AS1141.33 3
Organic Impurities AS1141.34 PASS
Organic Matter Content % AS1289.4.1.1 <0.1
Sugar AS1141.35 Absent
Methylene Blue Adsorption Value (MBV) g/mg T659 1.0
MBV75 Value - Calculated 0
Acid Insoluble Residue % Tex-612-J 100
Micro-Deval Loss % ASTM D7428 3.6
Flow Cone Time s T279 19.8
Chlorides % AS1012.20 0.001
Sulfates % AS1012.20 0.011
Alkali Aggregate Reactivity T363 (Comparable to AS1141.60.1) REPORT
Petrographic Analysis ASTM C295 REPORT < 3% Mica
Moisture % T120 3
Linear Shrinkage % AS1289.3.4.1 0 max 10
Plasticity Index % T109, AS1289.3.3.1 NP max 6 <6
Salinity mS/cm APHA 2510B 0.033 < 0.4 mS / cm
pH Value pH AS1289.4.3.1 6.4 Range 5 - 9 Range 5 - 9 > 5.5
Note: In accordance with RTA R11 and AS/NZS 3725 Section 9.2.3.2, the grading result indicates aggregate is just outside the limits for the 0.60mm sieve. This will need to be confirmed with the
superintendant before approval for use. AS3725 clause 9.2.2.2 provides, " Select fill with the fraction passing the 0.6mm sieve not conforming to the above limits may be used in the bed & haunch
zones provided that - a) it can be demonstrated that the required degree of compaction can be attained in the field and the reduction to the bedding factor given in Clause 9.3.2 is applied; or b) it is
cement stabilized." The sand is slightly out on the 0.300mm sieve in the WSA – 350 & likewise would need acknowledgement & approval by the projects superintendent before use.
Macka's Sand - Screened Sand Williamtown Site 218 - Annual Testing Results Summary for 2019 -
Aggregate for Utility Assets Specification Compliance
Specification
Units Test Method ResultProperty
Particle Size Distribution:
Acid Soluble Salts:
Client : Macka's Sand & Soil Supplies Report Number:
Address : 2684 Nelson Bay Rd, Salt Ash, NSW Report Date :
Project Name : ITP: FA6.1.004-Screened Sand (NMACWS) Order Number :
Project Number : P961 Test Method :
Location: Williamtown Quarry - Site 218 , Williamtown, NSW
Sample Number : Sampling Method :
Date Sampled : Material Source :
Date Tested : Material Type :
Sampled By : Remarks
SAMPLE LOCATION:
Lot Number : Test Number : Specification Number :
<1mm
100 Material Finer than 75µm AS1141.12 0 Report
75 Density & Water Absorption (Coarse)
63 Apparent Particle Density t/m3
53 Particle Density (on a dry basis) t/m3
37.5 Particle Density (on a SSD basis) t/m3
26.5 Water Absorption %
19.0 Density & Water Absorption (Fine)
16.0 Apparent Particle Density t/m3
13.2 Particle Density (on a dry basis) t/m3
9.5 Particle Density (on a SSD basis) t/m3
6.7 Water Absorption %
4.75 Bulk Density (Loose) t/m3
2.36 Bulk Density (Compacted) t/m3
1.18 100-100 Moisture Condition of Aggregate
0.600 85-100 Particle Shape % Total Mishappen 2:1
0.425 70-100 Flat %
0.300 30-50 Elongated %
0.150 0-5 Flat and Elongated %
0.075 0-2 Particle Shape % Total Mishappen 3:1
Flat %
Elongated %
Flat and Elongated %
Wet / Dry Strength Variation
Wet Strength kN
Dry Strength kN
Wet / Dry Strength Variation %
Size Fraction of Test portion
Breakdown
Size of Test Cylinder Used mm
Average Least Dimension mm
Weak Particles %
Flakiness Index
Organic Impurities other than Sugar
Method of Determination
99
100
0
1
Nominal Size of Aggregate
Nature of Bulk Sample
RF5.1-9
Accredited for compliance with ISO/IEC 17025. The results of the tests,
calibrations and/or measurements included in this document are traceable to
Australian/national standards.
APPROVED SIGNATORY
NATA Accreditation Number
Grant Burgess - Senior Technician
14975
Document Code
34
89
Aggregate Report for Engineering Purposes
Specification
LimitsResult
2000 Tonne Stockpile , , ,
Specification Limits Test MethodAS Sieve Size
(mm)
Sieve Analysis
Percent Passing
AS1141.3.1 (8.4.3)
Macka's - Williamtown - Site 218
Screened Fine Dune Sand
P961 - 651/1
25/01/2019
AS1141.11.1 (Washed)
S19-110
Page 1 of 5
AS2758.1, T230, R82, R83, B80
(Holcim)
17/01/2019
23/01/2019
Grant Burgess
M287 1
Client : Macka's Sand & Soil Supplies Report Number:
Address : 2684 Nelson Bay Rd, Salt Ash, NSW Report Date :
Project Name : ITP: FA6.1.004-Screened Sand (NMACWS) Order Number :
Project Number : P961 Test Method :
Location: Williamtown Quarry - Site 218 , Williamtown, NSW
Sample Number : Sampling Method :
Date Sampled : Material Source :
Date Tested : Material Type :
Sampled By : Remarks
SAMPLE LOCATION:
Lot Number : Test Number : Specification Number :
<1mm
100 Material Finer than 75µm AS1141.12 0 Report
75 Density & Water Absorption (Coarse)
63 Apparent Particle Density t/m3
53 Particle Density (on a dry basis) t/m3
37.5 Particle Density (on a SSD basis) t/m3
26.5 Water Absorption %
19.0 Density & Water Absorption (Fine)
16.0 Apparent Particle Density t/m3
13.2 Particle Density (on a dry basis) t/m3
9.5 Particle Density (on a SSD basis) t/m3
6.7 Water Absorption %
4.75 Bulk Density (Loose) t/m3
2.36 Bulk Density (Compacted) t/m3
1.18 100-100 Moisture Condition of Aggregate
0.600 85-100 Particle Shape % Total Mishappen 2:1
0.425 70-100 Flat %
0.300 30-50 Elongated %
0.150 0-5 Flat and Elongated %
0.075 0-2 Particle Shape % Total Mishappen 3:1
Flat %
Elongated %
Flat and Elongated %
Wet / Dry Strength Variation
Wet Strength kN
Dry Strength kN
Wet / Dry Strength Variation %
Size Fraction of Test portion
Breakdown
Size of Test Cylinder Used mm
Average Least Dimension mm
Weak Particles %
Flakiness Index
Organic Impurities other than Sugar
Method of Determination
Document Code RF5.1-9
33
0
0
Accredited for compliance with ISO/IEC 17025. The results of the tests,
calibrations and/or measurements included in this document are traceable to
Australian/national standards.
APPROVED SIGNATORY
Grant Burgess - Senior Technician
NATA Accreditation Number
14975
89
100
100
99
Specification
LimitsNature of Bulk SampleTest Method Result
AS Sieve Size
(mm)
Sieve Analysis
Percent PassingSpecification Limits
Nominal Size of Aggregate
Grant Burgess
2000 Tonne Stockpile , , ,
M287 2AS2758.1, T230, R82, R83, B80
(Holcim)
S19-111 AS1141.3.1 (8.4.3)
17/01/2019 Macka's - Williamtown - Site 218
23/01/2019 Screened Fine Dune Sand
Page 2 of 5
Aggregate Report for Engineering Purposes
P961 - 651/1
25/01/2019
AS1141.11.1 (Washed)
Client : Macka's Sand & Soil Supplies Report Number:
Address : 2684 Nelson Bay Rd, Salt Ash, NSW Report Date :
Project Name : ITP: FA6.1.004-Screened Sand (NMACWS) Order Number :
Project Number : P961 Test Method :
Location: Williamtown Quarry - Site 218 , Williamtown, NSW
Sample Number : Sampling Method :
Date Sampled : Material Source :
Date Tested : Material Type :
Sampled By : Remarks
SAMPLE LOCATION:
Lot Number : Test Number : Specification Number :
<1mm
100 Material Finer than 75µm AS1141.12 0 Report
75 Density & Water Absorption (Coarse)
63 Apparent Particle Density t/m3
53 Particle Density (on a dry basis) t/m3
37.5 Particle Density (on a SSD basis) t/m3
26.5 Water Absorption %
19.0 Density & Water Absorption (Fine)
16.0 Apparent Particle Density t/m3
13.2 Particle Density (on a dry basis) t/m3
9.5 Particle Density (on a SSD basis) t/m3
6.7 Water Absorption %
4.75 Bulk Density (Loose) t/m3
2.36 Bulk Density (Compacted) t/m3
1.18 100-100 Moisture Condition of Aggregate
0.600 85-100 Particle Shape % Total Mishappen 2:1
0.425 70-100 Flat %
0.300 30-50 Elongated %
0.150 0-5 Flat and Elongated %
0.075 0-2 Particle Shape % Total Mishappen 3:1
Flat %
Elongated %
Flat and Elongated %
Wet / Dry Strength Variation
Wet Strength kN
Dry Strength kN
Wet / Dry Strength Variation %
Size Fraction of Test portion
Breakdown
Size of Test Cylinder Used mm
Average Least Dimension mm
Weak Particles %
Flakiness Index
Organic Impurities other than Sugar
Method of Determination
Document Code RF5.1-9
31
1
1
Accredited for compliance with ISO/IEC 17025. The results of the tests,
calibrations and/or measurements included in this document are traceable to
Australian/national standards.
APPROVED SIGNATORY
Grant Burgess - Senior Technician
NATA Accreditation Number
14975
87
100
100
99
Specification
LimitsNature of Bulk SampleTest Method Result
AS Sieve Size
(mm)
Sieve Analysis
Percent PassingSpecification Limits
Nominal Size of Aggregate
Grant Burgess
2000 Tonne Stockpile , , ,
M287 3AS2758.1, T230, R82, R83, B80
(Holcim)
S19-112 AS1141.3.1 (8.4.3)
17/01/2019 Macka's - Williamtown - Site 218
23/01/2019 Screened Fine Dune Sand
Page 3 of 5
Aggregate Report for Engineering Purposes
P961 - 651/1
25/01/2019
AS1141.11.1 (Washed)
Client : Macka's Sand & Soil Supplies Report Number:
Address : 2684 Nelson Bay Rd, Salt Ash, NSW Report Date :
Project Name : ITP: FA6.1.004-Screened Sand (NMACWS) Order Number :
Project Number : P961 Test Method :
Location: Williamtown Quarry - Site 218 , Williamtown, NSW
Sample Number : Sampling Method :
Date Sampled : Material Source :
Date Tested : Material Type :
Sampled By : Remarks
SAMPLE LOCATION:
Lot Number : Test Number : Specification Number :
<1mm
100 Material Finer than 75µm AS1141.12 0 Report
75 Density & Water Absorption (Coarse)
63 Apparent Particle Density t/m3
53 Particle Density (on a dry basis) t/m3
37.5 Particle Density (on a SSD basis) t/m3
26.5 Water Absorption %
19.0 Density & Water Absorption (Fine)
16.0 Apparent Particle Density t/m3
13.2 Particle Density (on a dry basis) t/m3
9.5 Particle Density (on a SSD basis) t/m3
6.7 Water Absorption %
4.75 Bulk Density (Loose) t/m3
2.36 Bulk Density (Compacted) t/m3
1.18 100-100 Moisture Condition of Aggregate
0.600 85-100 Particle Shape % Total Mishappen 2:1
0.425 70-100 Flat %
0.300 30-50 Elongated %
0.150 0-5 Flat and Elongated %
0.075 0-2 Particle Shape % Total Mishappen 3:1
Flat %
Elongated %
Flat and Elongated %
Wet / Dry Strength Variation
Wet Strength kN
Dry Strength kN
Wet / Dry Strength Variation %
Size Fraction of Test portion
Breakdown
Size of Test Cylinder Used mm
Average Least Dimension mm
Weak Particles %
Flakiness Index
Organic Impurities other than Sugar
Method of Determination
Document Code RF5.1-9
34
1
1
Accredited for compliance with ISO/IEC 17025. The results of the tests,
calibrations and/or measurements included in this document are traceable to
Australian/national standards.
APPROVED SIGNATORY
Grant Burgess - Senior Technician
NATA Accreditation Number
14975
89
100
99
Specification
LimitsNature of Bulk SampleTest Method Result
AS Sieve Size
(mm)
Sieve Analysis
Percent PassingSpecification Limits
Nominal Size of Aggregate
Grant Burgess
2000 Tonne Stockpile , , ,
M287 4AS2758.1, T230, R82, R83, B80
(Holcim)
S19-113 AS1141.3.1 (8.4.3)
17/01/2019 Macka's - Williamtown - Site 218
23/01/2019 Screened Fine Dune Sand
Page 4 of 5
Aggregate Report for Engineering Purposes
P961 - 651/1
25/01/2019
AS1141.11.1 (Washed)
Client : Macka's Sand & Soil Supplies Report Number:
Address : 2684 Nelson Bay Rd, Salt Ash, NSW Report Date :
Project Name : ITP: FA6.1.004-Screened Sand (NMACWS) Order Number :
Project Number : P961 Test Method :
Location: Williamtown Quarry - Site 218 , Williamtown, NSW
Sample Number : Sampling Method :
Date Sampled : Material Source :
Date Tested : Material Type :
Sampled By : Remarks
SAMPLE LOCATION:
Lot Number : Test Number : Specification Number :
<1mm
100 Material Finer than 75µm AS1141.12 0 Report
75 Density & Water Absorption (Coarse)
63 Apparent Particle Density t/m3
53 Particle Density (on a dry basis) t/m3
37.5 Particle Density (on a SSD basis) t/m3
26.5 Water Absorption %
19.0 Density & Water Absorption (Fine)
16.0 Apparent Particle Density t/m3
13.2 Particle Density (on a dry basis) t/m3
9.5 Particle Density (on a SSD basis) t/m3
6.7 Water Absorption %
4.75 Bulk Density (Loose) t/m3
2.36 Bulk Density (Compacted) t/m3
1.18 100-100 Moisture Condition of Aggregate
0.600 85-100 Particle Shape % Total Mishappen 2:1
0.425 70-100 Flat %
0.300 30-50 Elongated %
0.150 0-5 Flat and Elongated %
0.075 0-2 Particle Shape % Total Mishappen 3:1
Flat %
Elongated %
Flat and Elongated %
Wet / Dry Strength Variation
Wet Strength kN
Dry Strength kN
Wet / Dry Strength Variation %
Size Fraction of Test portion
Breakdown
Size of Test Cylinder Used mm
Average Least Dimension mm
Weak Particles %
Flakiness Index
Organic Impurities other than Sugar
Method of Determination
Document Code RF5.1-9
31
0
0
Accredited for compliance with ISO/IEC 17025. The results of the tests,
calibrations and/or measurements included in this document are traceable to
Australian/national standards.
APPROVED SIGNATORY
Grant Burgess - Senior Technician
NATA Accreditation Number
14975
89
100
100
99
Specification
LimitsNature of Bulk SampleTest Method Result
AS Sieve Size
(mm)
Sieve Analysis
Percent PassingSpecification Limits
Nominal Size of Aggregate
Grant Burgess
2000 Tonne Stockpile , , ,
M287 5AS2758.1, T230, R82, R83, B80
(Holcim)
S19-114 AS1141.3.1 (8.4.3)
17/01/2019 Macka's - Williamtown - Site 218
23/01/2019 Screened Fine Dune Sand
Page 5 of 5
Aggregate Report for Engineering Purposes
P961 - 651/1
25/01/2019
AS1141.11.1 (Washed)
Client : Macka's Sand & Soil Supplies Report Number: P961 - 672/1
Address : 2684 Nelson Bay Rd, Salt Ash, NSW Report Date : 12/02/2019
Project Name : ITP: FA6.1.004-Screened Sand (NMACWS) Order Number :
Project Number : P961 Test Method : AS1141.4
Location: Williamtown Quarry - Site 218 , Williamtown, NSW
Sample Number : S19-111
Test Number : 2
Sampling Method : AS1141.3.1 (8.4.3)
Date Sampled : 17/01/2019
Date Tested : 6/02/2019
Material Type : Screened Fine Dune Sand
Material Source : Macka's - Williamtown - Site 218
Lot Number : M287
Sample Location : 2000 Tonne Stockpile
Loose Unit Mass (t/m³) : 1.51
Compacted Unit Mass (t/m³) : 1.58
Remarks :
Document Code RF171-8
Accredited for compliance with ISO/IEC 17025. The results of the
tests, calibrations and/or measurements included in this
document are traceable to Australian/national standards.
Bulk Density of Aggregate Report
APPROVED SIGNATORY
Grant Burgess - Senior Technician
14975
Page 1 of 1
NATA Accreditation Number
Client : Macka's Sand & Soil Supplies Report Number: P961 - 653/1
Address : 2684 Nelson Bay Rd, Salt Ash, NSW Report Date : 30/01/2019
Project Name : ITP: FA6.1.004-Screened Sand (NMACWS) Order Number :
Project Number : P961 Test Method : AS1141.5
Location: Williamtown Quarry - Site 218 , Williamtown, NSW
Sample Number : S19-111
Test Number : 2
Sampling Method : AS1141.3.1 (8.4.3)
Date Sampled : 17/01/2019
Date Tested : 24/01/2019
Material Type : Screened Fine Dune Sand
Material Source : Macka's - Williamtown - Site 218
Lot Number : M287
Sample Location : 2000 Tonne Stockpile
Water Absorption (%) : 0.6
Particle Density DRY (t/m³) : 2.61
Particle Density SSD (t/m³) : 2.62
Apparent Particle Density (t/m³) : 2.64
Remarks :
Document Code RF134-5
Accredited for compliance with ISO/IEC 17025. The results of
the tests, calibrations and/or measurements included in this
document are traceable to Australian/national standards.
Particle Density and Water Absorption Report
APPROVED SIGNATORY
Grant Burgess - Senior Technician
14975
Page 1 of 1
NATA Accreditation Number
Client : Macka's Sand & Soil Supplies Report Number: P961 - 667/1
Address : 2684 Nelson Bay Rd, Salt Ash, NSW Report Date : 11/02/2019
Project Name : ITP: FA6.1.004-Screened Sand (NMACWS) Order Number :
Project Number : P961 Test Method : AS1141.24
Location: Williamtown Quarry - Site 218 , Williamtown, NSW
Sample Number : S19-111
Test Number : 2
Sampling Method : AS1141.3.1 (8.4.3)
Date Sampled : 17/01/2019
Date Tested : 7/02/2019
Material Type : Screened Fine Dune Sand
Material Source : Macka's - Williamtown - Site 218
Lot Number : M287
Sample Location : 2000 Tonne Stockpile
Percent Loss 53.0 to 37.5mm: -
Percent Loss 37.5 to 26.5mm: -
Percent Loss 26.5 to 19.0mm: -
Percent Loss 19.0 to 13.2mm: -
Percent Loss 13.2 to 9.5mm: -
Percent Loss 9.5 to 4.75mm: -
Percent Loss 4.75 to 2.36mm: -
Percent Loss 2.36 to 1.18mm: -
Percent Loss 1.18 to 0.60mm: -
Percent Loss 0.60 to 0.30mm: 0.2
Sodium Sulphate Soundness (%) : 0.2
Remarks :
Document Code RFO165-8
Accredited for compliance with ISO/IEC 17025. The results of
the tests, calibrations and/or measurements included in this
document are traceable to Australian/national standards.
Sodium Sulphate Soundness Report
APPROVED SIGNATORY
Grant Burgess - Senior Technician
14975
Page 1 of 1
NATA Accreditation Number
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correct file and location.
Client: Macka's Sand & Soil Supplies Project No: P961
Principle: - Report No: P961-(S19-111)-LP
Project: Materials Testing Sample No: S19-111
Location: Williamtown Sample Date: 17/01/2019
Material Source: Williamtown Quarry - Site 218
Stockpile M287
Material Description: Natural fine dune SAND
Nominal Size (mm): < 1mm
Light Particles (%) = 0
Authorised Signatory:
Grant Burgess
Senior Technician
Date: 12/02/2019
Test Method AS1141.31
Sample Detail
Result
Light Particles
This document is issued in accordance with
NATA Accreditation Requirements.
Accreditated for compliance with ISO/IEC
17025.
NATA Accredited Laboratory # 14975.
V:\DATA\Controlled Documents\_Reports\RS - 46 Light Particles AS issue 2 01.02.13
Client : Macka's Sand & Soil Supplies Report Number: P961 - 673/1
Address : 2684 Nelson Bay Rd, Salt Ash, NSW Report Date : 12/02/2019
Project Name : ITP: FA6.1.004-Screened Sand (NMACWS) Order Number :
Project Number : P961 Test Method : AS1141.33
Location: Williamtown Quarry - Site 218 , Williamtown, NSW
Sample Number : S19-111
Test Number : 2
Sampling Method : AS1141.3.1 (8.4.3)
Date Sampled : 17/01/2019
Date Tested : 23/01/2019
Lot Number : M287
Material Source : Macka's - Williamtown - Site 218
Material Type : Screened Fine Dune Sand
Sample Location : 2000 Tonne Stockpile
Clay and Fine Silt (%) : 3
Remarks :
Document Code RF46-6
Accredited for compliance with ISO/IEC 17025. The results of the
tests, calibrations and/or measurements included in this
document are traceable to Australian/national standards.
Clay and Fine Silt Report Report
APPROVED SIGNATORY
Grant Burgess - Senior Technician
14975
Page 1 of 1
NATA Accreditation Number
-
Client : Macka's Sand & Soil Supplies Report Number: P961 - 674/1
Address : 2684 Nelson Bay Rd, Salt Ash, NSW Report Date : 12/02/2019
Project Name : ITP: FA6.1.004-Screened Sand (NMACWS) Order Number :
Project Number : P961 Test Method : AS1141.34
Location: Williamtown Quarry - Site 218 , Williamtown, NSW
Sample Number : S19-111
Test Number : 2
Sampling Method : AS1141.3.1 (8.4.3)
Date Sampled : 17/01/2019
Date Tested : 23/01/2019
Material Type : Screened Fine Dune Sand
Material Source : Macka's - Williamtown - Site 218
Lot Number : M287
Sample Location : 2000 Tonne Stockpile
Colour Assessment Method : Visual
Test Outcome : PASS
Remarks :
Document Code RF128-6
Accredited for compliance with ISO/IEC 17025. The results of the
tests, calibrations and/or measurements included in this
document are traceable to Australian/national standards.
Organic Impurities Report
APPROVED SIGNATORY
Grant Burgess - Senior Technician
14975
Page 1 of 1
NATA Accreditation Number
Client: Project No: P961
Principle: Report No: P961-(S19-111)-S
Project: Sample No: S19-111
Location: Date: 24/01/2019
Date Sampled: 17/01/2019
Sample Description: Screened fine dune SAND
Material Source: Williamtown Quarry - Site 218
Client reference: Stockpile M287, Sub-lot 2
Fraction Tested: As Received
Presence of Sugar in Aggregate Detected (Yes/No): No
Remarks:
Authorised Signatory:
Date:
Test Method AS1141.35
Result
Sample Detail
Grant Burgess - Senior Technician
30/01/2019
Accredited for compliance with ISO/IEC
17025. The results of the tests,
calibrations and/or measurements
included in this document are traceable
to Australian/National Standards. NATA
accreditation Number: 14975
Sugar in AggregatesMacka's Sand & Soil Supplies
-
Materials Testing
Williamtown
V:\DATA\Controlled Documents\_Reports\RS - 30 Sugar in Aggregates AS_issue 3 300613
Client: Macka's Sand & Soil Supplies Project No: P961
Principle: - Report No: P961-(S19-111)-MB
Project: Materials Testing Sample No: S19-111
Location: Date Sampled:
Material Description: Screened Fine Dune SAND
Material Source: Williamtown Quarry - Site 218
Stockpile No: Lot M287 Sub-Lot 2
Batch / Mix No: -
For use as: Fine Aggregate
Methylene Blue Adsorption Value Result 1 (mg/g)= 1
Methylene Blue Adsorption Value Result 2 (mg/g)= 1
Average Methylene Blue Adsorption Value (mg/g)= 1
Note: (mg/g) refers to milligrams of dye per grams of test portion)
Remarks:
Authorised Signatory:
Grant Burgess
Senior Technician
Date: 13/02/2019
Accredited for compliance with
ISO/IEC 17025. The results of the
tests, calibrations and/or
measurements included in this
document are traceable to
Australian/national standards.
NATA accredited laboratory
number: 14975
Methylene Blue Adsorption Value
Williamtown Quarry - Site 218 17/01/2019
Test Method - RMS -T659
Result
Sample Detail
V:\DATA\Controlled Documents\_Reports\RS - 48 Methylene Blue Adsorption Value RMS T659_issue 2 021215
Client : Macka's Sand & Soil Supplies Report Number: P961 - 654/1
Address : 2684 Nelson Bay Rd, Salt Ash, NSW Report Date : 4/02/2019
Project Name : ITP: FA6.1.004-Screened Sand (NMACWS) Order Number :
Project Number : P961 Test Method : AS1289.2.1.1
Location: Williamtown Quarry - Site 218 , Williamtown, NSW
Sample Number : S19-111
Test Number : 2
Sampling Method : AS1141.3.1 (8.4.3)
Date Sampled : 17/01/2019
Date Tested : 22/01/2019
Material Type : Screened Fine Dune Sand
Material Source : Macka's - Williamtown - Site 218
Lot Number : M287
Sample Location : 2000 Tonne Stockpile
Oven Temperature (°C) : 105-110
Soil Description : Screened Fine Dune Sand
Moisture Content (%) : 3
Remarks :
Document Code RF120-6
Accredited for compliance with ISO/IEC 17025. The results of the
tests, calibrations and/or measurements included in this
document are traceable to Australian/national standards.
Moisture Content Report
APPROVED SIGNATORY
Grant Burgess - Senior Technician
14975
Page 1 of 1
NATA Accreditation Number
Client : Macka's Sand & Soil Supplies Report Number: P961 - 671/1
Address : 2684 Nelson Bay Rd, Salt Ash, NSW Report Date : 12/02/2019
Project Name : ITP: FA6.1.004-Screened Sand (NMACWS) Order Number :
Project Number : P961 Test Method : AS1289.3.1.1,3.2.1,3.3.1,3.4.1
Location: Williamtown Quarry - Site 218 , Williamtown, NSW
Sample Number : S19-111
Test Number : 2
Date Sampled : 17/01/2019
Date Tested : 1/02/2019
Sampled By : Grant Burgess
Sampling Method : AS1141.3.1 (8.4.3)
Material Source : Macka's - Williamtown - Site 218
Material Type : Screened Fine Dune Sand
Sample Location : 2000 Tonne Stockpile
Lot Number : M287
Moisture Method : AS1289.2.1.1
Sample History : Oven Dried
Sample Preparation : Dry
Notes :
Mould Length (mm) :
Liquid Limit (%) : Not Obtainable
Plastic Limit (%) : Not Obtainable
Plasticity Index (%) : NP (Non Plastic)
Linear Shrinkage (%) : Not Obtainable
Specification Number :
Liquid Limit - Max :
Plasticity Index - Max :
Linear Shrinkage - Max :
Remarks :
Document Code RF25-13
Accredited for compliance with ISO/IEC 17025. The results of the
tests, calibrations and/or measurements included in this
document are traceable to Australian/national standards.
Atterberg Limits Report
APPROVED SIGNATORY
Grant Burgess - Senior Technician
14975
Page 1 of 1
NATA Accreditation Number :
SPECIFICATION DETAILS
-
Client: Project No: P961
Principle: Report No: P961-(S19-111)-CON
Project: Sample No: S19-111
Location: Date: 04/02/2019
Date Sampled: 17/01/2019
Sample Description: Screened fine dune SAND
Material Source: Williamtown Quarry - Site 218
Client reference: Stockpile M287
Fraction Tested: -2.36 mm
33 µS/cm
25 °C
Remarks:
Authorised Signatory:
Date:
ConductivityMacka's Sand & Soil Supplies
-
Annual Testing
Williamtown - Site 218
Test Method: APHA 2510B with AS1289.4.3.1 Clause 5 (Preperation)
Result
Sample Detail
Grant Burgess - Senior Technician
04/02/2019
Accredited for compliance with ISO/IEC
17025. The results of the tests,
calibrations and/or measurements
included in this document are traceable
to Australian/National Standards. NATA
accreditation Number: 14975
Conductivity at 25°C (Temperature Compensated):
Temperature of Sample:
V:\DATA\Controlled Documents\_Reports\RS - 66 Conductivity_Issue 1 160117
Client : Macka's Sand & Soil Supplies Report Number: P961 - 675/1
Address : 2684 Nelson Bay Rd, Salt Ash, NSW Report Date : 12/02/2019
Project Name : ITP: FA6.1.004-Screened Sand (NMACWS) Order Number :
Project Number : P961 Test Method : AS1289.4.3.1
Location: Williamtown Quarry - Site 218 , Williamtown, NSW
Sample Number : S19-111
Test Number : 2
Sampling Method : AS1141.3.1 (8.4.3)
Date Sampled : 17/01/2019
Date Tested : 4/02/2019
Material Type : Screened Fine Dune Sand
Material Source : Macka's - Williamtown - Site 218
Lot Number : M287
Sample Location : 2000 Tonne Stockpile
pH Value : 6.4
Remarks :
Document Code RF150-4
Accredited for compliance with ISO/IEC 17025. The results of the
tests, calibrations and/or measurements included in this
document are traceable to Australian/national standards.
pH Value Report
APPROVED SIGNATORY
Grant Burgess - Senior Technician
14975
Page 1 of 1
NATA Accreditation Number
-
Wollongong Laboratory 1/140 Industrial Rd Oak flats
Phone: +61 2 42574458Email/Fax: +61 2 42574458
Client: Report No:Address: Project No:Project: Request No:
Sample No: Client's ID:
Material Description: Material Source:
Cement Type: Cement Source:
Material Sampling Method: Date / Time Sampled:
Test Method: RMS T363
Bar 1 Bar 2 Bar 309/02/19 1 0.000 -0.000 0.000 0.00011/02/19 3 0.005 0.005 0.005 0.00415/02/19 7 0.015 0.015 0.020 0.01818/02/19 10 0.040 0.035 0.040 0.03922/02/19 14 0.080 0.075 0.075 0.07701/03/19 21 0.155 0.160 0.150 0.155
Water/Cement Ratio: 0.41Flow (%) 9.00
Accrediation Number: 1318Corporate Site Number: 10848
Name:Function:Date:
SF184 9/10/2018
Report for
17/01/2019
Holcim
Potential Alkali-Silica Reactivity of Aggregates Accelerated Mortar Bar Method
Valley Civilab T4846S20667-040319Unit 3/62 Sandringham Avenue, Thornton NSW 10848/P/414
Macka's Sand Williamtown Site 218
S19-111 Lot M287
Material Testing 10848/T/4846
10848/S/20667
Screened Fine Dune Sand
100% Gladstone GP
Tested as received
04-Mar-19
Page 1 of 1
Test Date
Remarks: Results apply to the sample as received
Tim MathieAuthorised Signatory
Expansion (%)Age (Days) Average
The results of the tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.Accredited for compliance with ISO/IEC 17025 - Testing
0.00
0.02
0.04
0.06
0.08
0.10
0.12
0.14
0.16
0.18
0 2 4 6 8 10 12 14 16 18 20 22 24
Expa
nsio
n (%
)
Age (Days)
Expansion V's Age
Wollongong Laboratory 1/140 Industrial Rd Oak flats
Phone: +61 2 42574458Email/Fax: +61 2 42574458
Client: Report No:Address: Project No:Project: Request No:
Sample No: Client's ID:
Material Description: Material Source:
Cement Type: Cement Source:
Material Sampling Method: Date / Time Sampled:
Test Method: RMS T363
Bar 1 Bar 2 Bar 309/02/19 1 0.005 0.010 0.005 0.00711/02/19 3 0.010 0.010 0.010 0.00915/02/19 7 0.020 0.025 0.020 0.02118/02/19 10 0.045 0.050 0.045 0.04722/02/19 14 0.090 0.095 0.085 0.08901/03/19 21 0.170 0.190 0.170 0.176
Water/Cement Ratio: 0.40Flow (%) 11.00
Accrediation Number: 1318Corporate Site Number: 10848
Name:Function:Date:
SF184 9/10/2018
Tested as received
04-Mar-19
Page 1 of 1
Test Date
Remarks: Results apply to the sample as received
Tim MathieAuthorised Signatory
Expansion (%)Age (Days) Average
Material Testing 10848/T/4846
10848/S/20666
Screened Fine Dune Sand
Port Kembla GP
Macka's Sand Williamtown Site 218
S19-111 Lot M287
Report for
17/01/2019
Holcim
Potential Alkali-Silica Reactivity of Aggregates Accelerated Mortar Bar Method
Valley Civilab T4846S20666-040319Unit 3/62 Sandringham Avenue, Thornton NSW 10848/P/414
The results of the tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.Accredited for compliance with ISO/IEC 17025 - Testing
0.00
0.02
0.04
0.06
0.08
0.10
0.12
0.14
0.16
0.18
0.20
0 2 4 6 8 10 12 14 16 18 20 22 24
Expa
nsio
n (%
)
Age (Days)
Expansion V's Age
Wollongong Laboratory 1/140 Industrial Rd Oak flats
Phone: +61 2 42574458Email/Fax: +61 2 42574458
Client: Report No:Address: Project No:Project: Request No:
Sample No: Client's ID:
Material Description: Material Source:
Cement Type: Cement Source:
Material Sampling Method: Date / Time Sampled:
Test Method: RMS T363
Bar 1 Bar 2 Bar 309/02/19 1 0.000 -0.000 -0.005 -0.00111/02/19 3 0.000 -0.000 0.000 0.00115/02/19 7 -0.000 -0.000 0.000 -0.00018/02/19 10 0.005 0.005 0.005 0.00522/02/19 14 0.010 0.010 0.010 0.01101/03/19 21 0.030 0.025 0.025 0.026
Water/Cement Ratio: 0.40Flow (%) 6.00
Accrediation Number: 1318Corporate Site Number: 10848
Name:Function:Date:
SF184 9/10/2018
Report for
17/01/2019
Holcim
Potential Alkali-Silica Reactivity of Aggregates Accelerated Mortar Bar Method
Valley Civilab T4846S20669-040319Unit 3/62 Sandringham Avenue, Thornton NSW 10848/P/414
Macka's Sand Williamtown Site 218
S19-111 Lot M287
Material Testing 10848/T/4846
10848/S/20669
Screened Fine Dune Sand
85% Gladstone GP 15% Eraring Flyash
Tested as received
04-Mar-19
Page 1 of 1
Test Date
Remarks: Results apply to the sample as received
Tim MathieAuthorised Signatory
Expansion (%)Age (Days) Average
The results of the tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.Accredited for compliance with ISO/IEC 17025 - Testing
-0.02
0.00
0.02
0.04
0 2 4 6 8 10 12 14 16 18 20 22 24
Expa
nsio
n (%
)
Age (Days)
Expansion V's Age
Wollongong Laboratory 1/140 Industrial Rd Oak flats
Phone: +61 2 42574458Email/Fax: +61 2 42574458
Client: Report No:Address: Project No:Project: Request No:
Sample No: Client's ID:
Material Description: Material Source:
Cement Type: Cement Source:
Material Sampling Method: Date / Time Sampled:
Test Method: RMS T363
Bar 1 Bar 2 Bar 309/02/19 1 0.000 0.000 -0.000 -0.00011/02/19 3 0.000 -0.000 0.000 -0.00015/02/19 7 0.000 0.000 -0.010 -0.00318/02/19 10 0.005 0.005 0.005 0.00522/02/19 14 0.010 0.010 0.010 0.01201/03/19 21 0.025 0.020 0.030 0.025
Water/Cement Ratio: 0.41Flow (%) 20.00
Accrediation Number: 1318Corporate Site Number: 10848
Name:Function:Date:
SF184 9/10/2018
Tested as received
04-Mar-19
Page 1 of 1
Test Date
Remarks: Results apply to the sample as received
Tim MathieAuthorised Signatory
Expansion (%)Age (Days) Average
Material Testing 10848/T/4846
10848/S/20668
Screened Fine Dune Sand
85% Port Kembla GP 15% Eraring Flyash
Macka's Sand Williamtown Site 218
S19-111 Lot M287
Report for
19/01/2019
Holcim
Potential Alkali-Silica Reactivity of Aggregates Accelerated Mortar Bar Method
Valley Civilab T4846S20668-040319Unit 3/62 Sandringham Avenue, Thornton NSW 10848/P/414
The results of the tests, calibrations and/or measurements included in this document are traceable to Australian/national standards.Accredited for compliance with ISO/IEC 17025 - Testing
-0.02
0.00
0.02
0.04
0 2 4 6 8 10 12 14 16 18 20 22 24
Expa
nsio
n (%
)
Age (Days)
Expansion V's Age
FEBRUARY, 2019 Vc190202 1 of 5 The material contained within this report may not be quoted other than in full. Extracts may be used only with
expressed prior written approval of Geochempet Services.
Geochempet Services ABN 980 6945 3445
PETROLOGICAL and GEOCHEMICAL CONSULTANTS
Principals: K.E. Spring B.Sc. (Hons), MAppSc and H.M. Spring B.Sc.
5/14 Redcliffe Gardens Drive
Clontarf, QLD 4019
Telephone: (07) 3284 0020
Email: [email protected] www.geochempet.com
PETROGRAPHIC REPORT
ON A SCREENED FINE DUNE SAND SAMPLE (S19-111)
FROM MACKA’S SAND
prepared for
VALLEY CIVILAB
THORNTON, NSW
Purchase Order: VC: 03550
Invoice Number: 00008592
Client Ref: Grant Burgess
Issued by Reviewed by
C. A. Bruggemann K. E. Spring
BAppSc, MEngSC, MIEAust BSc (Hons), MAppSc
14 February 2019 14 February 2019
GEOCHEMPET SERVICES, BRISBANE
FEBRUARY, 2019 Vc190202 2 of 5 The material contained within this report may not be quoted other than in full. Extracts may be used only with
expressed prior written approval of Geochempet Services.
Sample Label: S19-111 Date Sampled: 17/01/2019
Product Type: Screened Fine Dune Sand Date Received: 29/01/2019
Sample Location: Williamtown Site 218 Job No: P961
– Stockpile M287, Sublot 2
Source: Macka’s Sand
Work Requested: Petrographic analysis in relation to use as concrete sand; petrographic
assessment of potential for alkali-silica reactivity
Methods Account taken of ASTM C295 Standard Guide for Petrographic
Assessment of Aggregates for Concrete, the AS2758.1 – 2014 Aggregates
and rock for engineering purposes part 1; Concrete aggregates
(Appendix B), the AS1141 Standard Guide for the Method for sampling
and testing aggregates, of the content of the 2015 joint publication of the
Cement and Concrete Association of Australia and Standards Australia,
(HB 79-2015) entitled Alkali Aggregate Reaction - Guidelines on
Minimising the Risk of Damage to Concrete Structures in Australia,
Identification Medium to fine quartz sand
Description
The sample consisted of about 500 g of light brown, quartz-rich, free flowing clean sand. Clasts
are mainly sub-rounded.
Plate 1: A sub sample of supplied screened fine dune sand.
GEOCHEMPET SERVICES, BRISBANE
FEBRUARY, 2019 Vc190202 3 of 5 The material contained within this report may not be quoted other than in full. Extracts may be used only with
expressed prior written approval of Geochempet Services.
In a crude, dry sieving test of a small subsample these results were tabulated;
Sieve Size Wt % of sample
Coarse (>1.18mm) 0.0%
Medium (>0.3mm) 81.4%
Fine (>0.075mm) 18.6%
Silt (<0.075mm) <0.1%
No coarse fraction was observed. A trace of plant material was also noted in the medium
fraction. The sand consists largely of small sub-rounded to rounded quartz grains. There are no
apparent deleterious grain coatings.
A sub-sample was swirled in water, settling very quickly, producing a very slight turbidity which
also cleared rapidly, indicating the presence of traces of clay and silt.
Plate 2: Sieved splits of the sand sample. Note the traces of plant matter in medium fraction.
GEOCHEMPET SERVICES, BRISBANE
FEBRUARY, 2019 Vc190202 4 of 5 The material contained within this report may not be quoted other than in full. Extracts may be used only with
expressed prior written approval of Geochempet Services.
A thin section was prepared for microscopic examination in transmitted polarized light. A count
of 100 widely spaced points falling within sectioned sand clasts gave the following composition:
75% quartz as single, free, unstrained to mildly strained grains (68%) or as
simple composite crystalline aggregates of quartz grains (7%)
17% quartz as moderately strained simple or crystalline composite grains
3% quartzite (moderately strained)
1% vein quartz (highly strained)
2% feldspar (plagioclase and K-feldspar)
<1% other mineral grains (including zircon, rutile, epidote and tourmaline)
<1% lithic clasts of micro-granite
1% lithic clasts of acid volcanic
<1% lithic clasts of intermediate volcanic
1% lithic clasts of meta-arenite
<1% secondary iron
A simultaneous count of total free silica content yielded 96%, comprising mostly free quartz
grains, and 4% simple quartz locked within rock fragments (vein quartz and other lithic clasts).
In thin section the sand is seen to consist largely of quartz in the form of unstrained to mildly
strained free quartz grains (68%) and less abundant rounded clasts of simple crystalline
composites (7%) of two or more unstrained to mildly strained quartz grains. Simple or
polycrystalline grains of moderately strained quartz amount to about 17%. Other siliceous clasts
include 3% quartzite and 1% vein quartz (consisting of moderately to highly-strained quartz).
About 2% feldspar fragments were noted.
Less than 1% of the sand consists of other mineral grains (including heavy minerals of
tourmaline, rutile, epidote and zircon).
Around 1% of acid volcanic fragments and 1% meta-arenite were noted in the sample with <1%
lithic fragments of intermediate volcanic and microgranite fragments. The quartz grains and
lithic clasts are observed to carry secondary iron within internal fractures and in indents.
Comments and Interpretations
The submitted screened fine dune sand sample (labelled S19-111) from Williamtown Site 218,
Macka’s Sand may be regarded as clean, free flowing, medium to fine quartz sand, and is fairly
narrowly graded.
The total free silica content (or total quartz content) is 96%, comprising 92% as free quartz
grains, and 4% simple quartz locked within rock fragments (vein quartz and other lithic clasts).
Being composed almost entirely of hard, strong, durable, rounded siliceous mineral grains and
lithic clasts, the sand is interpreted to be physically suitable for use in concrete.
GEOCHEMPET SERVICES, BRISBANE
FEBRUARY, 2019 Vc190202 5 of 5 The material contained within this report may not be quoted other than in full. Extracts may be used only with
expressed prior written approval of Geochempet Services.
In relation to potential for alkali-silica reactivity in concrete it is noted that the sand carries
about 20% of moderately strained quartz (as free grains and crystalline composite grains and
in quartzite), 1% of moderately to high strained quartz (within vein quartz) and <1% of finely
microcrystalline quartz (within clasts of acid volcanic/tuffaceous rock). Thus, the sand as a
whole is predicted to have potential for mild and/or slow deleterious alkali-silica
reactivity in concrete. Accordingly, it is recommended that appropriate precautions be taken
in mix and engineering design.
Guidance on appropriate precautions can be obtained from the 2015 joint publication of the
Cement and Concrete Association of Australia and Standards Australia, entitled Alkali
Aggregate Reaction - Guidelines on Minimising the Risk of Damage to Concrete Structures in
Australia.
The supplied sand sample is predicted to be suitable for use as fine concrete sand provided that
appropriate precautions are taken in mix and engineering design to deal with its perceived
potential for deleterious alkali-silica reactivity when used under conditions which might promote
such reaction.
Free Silica Content
The free silica content is 96%.
Plate 3: Micrograph taken at low magnification, cross polarised, transmitted light image of
common quartz sand grains with various straining, along with some lithic fragments of acid
volcanics.
GEOCHEMPET SERVICES, BRISBANE
FEBRUARY, 2019 Vc190202 6 of 5 The material contained within this report may not be quoted other than in full. Extracts may be used only with
expressed prior written approval of Geochempet Services.