Material Origin Huntstown/Belgard - Roadstone · Material Form-Pave Granular Material Origin...
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Material Form-Pave Granular Material Origin Huntstown/Belgard Date 2016 Form PaveTypical Grading Analysis Sieve Sizes 100mm 63mm 31.5mm 20mm 10mm 6.3mm 4mm 2mm 1mm 63/10mm, % Passing 100 95 70 22 2 0 0 0 0 20/5mm, % Passing 100 95 50 7 0 0 2/6.3mm, % Passing 100 95 8 0 Properties Huntstown Belgard Resistance to fragmentation LA 20 LA 25 Water Absorption 0.30% 0.20% Total Sulphur <1% <1% Acid Soluble Sulphate <.2% <.2% Fines Content f4 f4 Flakiness Index* FI20 FI20 Micro Deval MDE20 MDE20 *63/10mm & 20/5mm only
Transcript of Material Origin Huntstown/Belgard - Roadstone · Material Form-Pave Granular Material Origin...
Material Form-Pave Granular Material
Origin Huntstown/Belgard
Date 2016
Form PaveTypical Grading Analysis
Sieve Sizes 100mm 63mm 31.5mm 20mm 10mm 6.3mm 4mm 2mm 1mm
63/10mm, % Passing 100 95 70 22 2 0 0 0 0
20/5mm, % Passing 100 95 50 7 0 0
2/6.3mm, % Passing 100 95 8 0
Properties Huntstown Belgard
Resistance to fragmentation LA 20 LA 25
Water Absorption 0.30% 0.20%
Total Sulphur <1% <1%
Acid Soluble Sulphate <.2% <.2%
Fines Content f4 f4
Flakiness Index* FI20 FI20
Micro Deval MDE20 MDE20
*63/10mm & 20/5mm only
THIS RESULT APPLES ONLY TO THE ITEM TESTED AND SHALL ONLY BE REPRODUCED IN FULL
Roadstone Ltd,
Fortunestown, Dublin 24
Report Ref. No: TT 2016 Date of Issue: 2016
Particle size Distribution in accordance with:BS EN 933-1:1997
Sample Details: Grading Type Test Report
Name of Client: Quality Testing Sampled By: RDL
Project: Yearly Type Test Tested By: RDL
Date Sampled 01/02/2016 Date Tested: 01/02/2016
Source Belgard Comments
Remarks: Sampled from Stockpile
Grading
Sieve Size
(mm)% Passing
63mm 100.0 100 100
31.5mm 94.0 80 *100
16mm 63.0 55 85
8mm 43.0 35 65
4mm 33.0 22 50
2mm 21.0 15 40
1mm 14.0 10 35
.5mm 12 0 20
.063mm 6.0 0 7
Liquid Limit: <20 .
As per EN 13285, Table 4
See Declaration of Performance at Roadstone.ie for aggregate properties
Diarmuid Mc Carthy Quality & Technical Manager X
Thomas Burke Laboratories Manager
Laboratory Test Report
Particle Size Distribution of Aggregates and Sands
Material : Annex E of SR 21
Target Specification
Min Max
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
63mm 31.5mm 16mm 8mm 4mm 2mm 1mm .5mm
% P
assin
g
Sieve Size (mm)
Grading Curve
TR7 rev2 01/02/05
Material Cl 803 to N.R.A. S.R.W.
Origin Belgard
Date: 2016
Cl 803 Typical Grading Analysis
Cl 803 63mm 31.5mm 16mm 8mm 4mm 2mm 1mm 0.5mm 0.063mm Plasticity
Grading Spec 100 80/100 55/85 35/68 22/60 16/47 9/40 5/35 0/7 Index
% passing 100 98 75 49 29 20 13 9 1 <6
Typical Properties N.R.A,S.R.W. Value
Flakiness Index FI 50 FI 10
Resistance to fragmentation LA 30 LA 20
Magnesium Sulphate Value MS 25 MS 1
Water Absorption WA 24 2 0.50%
O.M.C. 4.00%
Material: 6F2 Mixed Crushed Concrete Granular Fill Material
Origin: Belgard/Huntstown
Specification: NRA Specification for Roadworks
Date: 2016
6F2 Typical Grading Analysis
6F2 100mm 75mm 37.5mm 10mm 5mm 0.6mm 0.63mm
Grading Spec 100 65/100 45/100 15/75 10/60 0/30 0/10
% passing 100 90 58 19 14 7 3
6F2 Grading complies with Table 6/2 N.R.A. S.R.W.
Typical Properties Value
O.M.C. 13.00%
MC 10%
LAAV LA30
Total Sulphur 0.30%
Slake Durability 99.80%
THIS RESULT APPLES ONLY TO THE ITEM TESTED AND SHALL ONLY BE REPRODUCED IN FULL
Roadstone Ltd,
Fortunestown, Dublin 24
Report Ref. No: TT 2016 Date of Issue: 2016
Particle size Distribution in accordance with:BS EN 933-1:1997
Sample Details: Grading Type Test Report
Name of Client: Quality Testing Sampled By: RDL
Project: Yearly Type Test Tested By: RDL
Date Sampled 01/02/2016 Date Tested: 01/02/2016
Source Belgard Comments
Remarks: Sampled from Stockpile
Grading
Sieve Size
(mm)% Passing
63mm 100.0 100 100
31.5mm 93.0 80 *100
16mm 68.0 55 85
8mm 50.0 35 65
4mm 32.0 22 50
2mm 23.0 15 40
1mm 17.0 10 35
.5mm 10 0 20
.063mm 4.0 0 7
Liquid Limit: <20 .
*As per EN 13285, Table 4
See Declaration of Performance at Roadstone.ie for aggregate properties
Diarmuid Mc Carthy Quality & Technical Manager X
Thomas Burke Laboratories Manager
Laboratory Test Report
Particle Size Distribution of Aggregates and Sands
Material : Cl 804
Target Specification
Min Max
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
63mm 31.5mm 16mm 8mm 4mm 2mm 1mm .5mm
% P
assin
g
Sieve Size (mm)
Grading Curve
TR7 rev2 01/02/05
THIS RESULT APPLES ONLY TO THE ITEM TESTED AND SHALL ONLY BE REPRODUCED IN FULL
Roadstone Ltd,
Fortunestown, Dublin 24
Report Ref. No: TT 2016 Date of Issue: 2016
Particle size Distribution in accordance with:BS EN 933-1:1997
Sample Details: Grading Type Test Report
Name of Client: Quality Testing Sampled By: RDL
Project: Yearly Type Test Tested By: RDL
Date Sampled 01/02/2016 Date Tested: 01/02/2016
Source Belgard Comments
Remarks: Sampled from Stockpile
Grading
Sieve Size
(mm)% Passing
63mm 100.0 100 100
31.5mm 94.0 80 *100
16mm 63.0 55 85
8mm 43.0 35 65
4mm 33.0 22 50
2mm 21.0 15 40
1mm 14.0 10 35
.5mm 12 0 20
.063mm 6.0 0 7
Liquid Limit: <20 .
As per EN 13285, Table 4
See Declaration of Performance at Roadstone.ie for aggregate properties
Diarmuid Mc Carthy Quality & Technical Manager X
Thomas Burke Laboratories Manager
Laboratory Test Report
Particle Size Distribution of Aggregates and Sands
Material : Annex E of SR 21
Target Specification
Min Max
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
63mm 31.5mm 16mm 8mm 4mm 2mm 1mm .5mm
% P
assin
g
Sieve Size (mm)
Grading Curve
TR7 rev2 01/02/05
Material: 150/100mm Clean Crushed Rock
Origin: Belgard
150/100mm Crushed Rock Typical Grading Analysis
150/100mm C.R. 175mm 150mm 125mm 100mm 75mm 50mm
% passing 100 91 74 14 4 1
Properties Value
Flakiness Index FI 10
Resistance to fragmentation LA 20
Water Absorption 0.50%
Material: 100mm -0mm
Origin: Belgard
Date: 2016
Typical Grading Analysis
100mm-0mm 150mm 125mm 100mm 75mm 37.5mm 10mm 5mm 0.63mm
% passing 100 90 75 35 20 15 8 4
Properties Value
Flakiness Index FI 10
Resistance to fragmentation LA 20
Material: 150mm -0mm
Origin: Belgard
Date 2016
Typical Grading Analysis
150mm-0mm 175mm 150mm 125mm 100mm 75mm 37.5mm 0.63mm
% passing 100 80 60 35 30 10 3
Properties Value
Flakiness Index FI 10
Resistance to fragmentation LA 20
THIS RESULT APPLES ONLY TO THE ITEM TESTED AND SHALL ONLY BE REPRODUCED IN FULL
Roadstone Ltd,
Fortunestown, Dublin 24
Report Ref. No: TT 2016 Date of Issue: 2016
Particle size Distribution in accordance with:BS EN 933-1:1997
Sample Details: Grading Type Test Report
Name of Client: Quality Testing Sampled By: RDL
Project: Yearly Type Test Tested By: RDL
Date Sampled 01/02/2016 Date Tested: 01/02/2016
Source Belgard Comments
Remarks: Sampled from Stockpile
Grading
Sieve Size
(mm)% Passing
63mm 100.0 100 100
31.5mm 93.0 80 *100
16mm 68.0 55 85
8mm 50.0 35 65
4mm 32.0 22 50
2mm 23.0 15 40
1mm 17.0 10 35
.5mm 10 0 20
.063mm 4.0 0 7
Liquid Limit: <20 .
*As per EN 13285, Table 4
See Declaration of Performance at Roadstone.ie for aggregate properties
Diarmuid Mc Carthy Quality & Technical Manager X
Thomas Burke Laboratories Manager
Laboratory Test Report
Particle Size Distribution of Aggregates and Sands
Material : Cl 804
Target Specification
Min Max
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
63mm 31.5mm 16mm 8mm 4mm 2mm 1mm .5mm
% P
assin
g
Sieve Size (mm)
Grading Curve
TR7 rev2 01/02/05
Material: 50mm Clean Crushed Rock
Origin: Belgard
Date 2016
50mm Clean Crushed Rock Typical Grading Analysis
50mm C.C.R. 75mm 50mm 20mm 10mm 5mm
% passing 100 85 8 2 1
Properties Value
Flakiness Index FI 10
Resistance to fragmentation LA 20
Water Absorption 0.50%
Material: 6F2 Granular Fill Material
Origin: Belgard
Specification: NRA Specification for Roadworks
Date: 2016
6F2 Typical Grading Analysis
6F2 100mm 75mm 37.5mm 10mm 5mm 0.6mm 0.63mm
Grading Spec 100 65/100 45/100 15/75 10/60 0/30 0/10
% passing 100 100 67 24 11 7 2
6F2 Grading complies with Table 6/2 N.R.A. S.R.W.
Properties Value
O.M.C. 3.50%
MC 3%
Resistance to fragmentation LA 20
Total Sulphur <1%
Slake Durability 99.60%
Material: Cl 505 A&B to N.R.A. S.R.W.
Origin: Belgard
Specification: NRA Specification for Roadworks
Date: 2016
Type A Type B
GF Gc 80-20
OC 30 GTnr
UF 3 f NR
FI 50 FI NR
Typical Grading Analysis
Sieves 63mm 40mm 20mm 10mm 4mm 2mm .5mm 0.125mm 0.063mm
% passing 100 100 100 90 40 25 20 2 1 Cl505A 0/20mm
100 95 10 2 NR NR NR NR NR Cl505B 20/40mm
Properties Value
Water Soluble Sulphate <.1mg
Resistance to fragmentation LA 20
Plasticity NonPlastic
Material: 6A Granular Fill Material
Origin: Belgard
Specification: NRA SHW 2013
Date: 2016
6A Typical Grading Analysis
6A 500mm 100mm 20mm 2mm 0.63mm
Grading Spec 100 60/90 0/70 0/20 0/5
% passing 100 65 12 4 0
6A Grading complies with Table 6/2 N.R.A. S.R.W.
Properties Value
Plasticity Index Non-Plastic
Uniformity 10
Resistance to fragmentation LA 20
Slake Durability 99.60%
Material Cl 803 to N.R.A. S.R.W.
Origin Belgard
Date: 2016
Cl 803 Typical Grading Analysis
Cl 803 63mm 31.5mm 16mm 8mm 4mm 2mm 1mm 0.5mm 0.063mm Plasticity
Grading Spec 100 80/100 55/85 35/68 22/60 16/47 9/40 5/35 0/7 Index
% passing 100 98 75 49 29 20 13 9 1 <6
Typical Properties N.R.A,S.R.W. Value
Flakiness Index FI 50 FI 10
Resistance to fragmentation LA 30 LA 20
Magnesium Sulphate Value MS 25 MS 1
Water Absorption WA 24 2 0.50%
O.M.C. 4.00%
Material Form-Pave Granular Material
Origin Huntstown/Belgard
Date 2016
Form PaveTypical Grading Analysis
Sieve Sizes 100mm 63mm 31.5mm 20mm 10mm 6.3mm 4mm 2mm 1mm
63/10mm, % Passing 100 95 70 22 2 0 0 0 0
20/5mm, % Passing 100 95 50 7 0 0
2/6.3mm, % Passing 100 95 8 0
Properties Huntstown Belgard
Resistance to fragmentation LA 20 LA 25
Water Absorption 0.30% 0.20%
Total Sulphur <1% <1%
Acid Soluble Sulphate <.2% <.2%
Fines Content f4 f4
Flakiness Index* FI20 FI20
Micro Deval MDE20 MDE20
*63/10mm & 20/5mm only
Material: 6I-J Granular Fill Material
Origin: Belgard
Date: 2016
6I-J Typical Grading Analysis
Sieves 125mm 75mm 14mm 2mm .6mm .063mm
Grading Spec 100 85/100 25/100 15/100 9/100 0/15
% passing 100 95 75 30 25 9
Please note these are Typical Properties and may vary from tested sample to sample.
Typical Properties Value
Grading As above
Resistance to fragmentation LA 20
Uniformity Coefficient 10
Slake Durability 99.5%
MC 3.80%
MCV 14.8
Angle of Friction (range) 46-54
Effective Cohesion 3
ph 8.5
Chloride Ion Content <.004
W.S.S. 800mg/lt
O.S. 0.6-1%
Resistivity 2193 omh/m
Redox 470mV
Organic .6%-1%
Microbial Index 0 (inactive)
Material: Cl 503 to N.R.A. S.R.W.
Origin: Belgard
Specification: As per Tables 5/3 & 5/4 NRA SHW
Grading Category G C 80-20, G F 80, G A 80, GT NR
Tolerance Category GT NR, GF NR, GTA NR.
Date: 2016
Cl 503 Typical Grading Analysis
Sieves 40mm 20mm 14mm 10mm 5mm 2mm .063mm
95 5 NR 1 NR NR 0 Cl503 20/40mm (40mm)
100 88 / 10 2 / 0 Cl503 10/20mm (20mm)
100 86 15 2 / 0 Cl503 6/14mm (14mm)
100 90 10 / 0 Cl503 4/10mm (10mm)
100 85 / 0 Cl503 2/10mm (6mm)
100 95 / 10 Cl503 (0/6mm CRF)
100 95 3 Cl503 (0/2mm Sand)
Properties Value
Water Soluble Sulphate <.1mg
Plasticity NonPlastic
Material 6N to N.R.A. S.R.W.
Origin Belgard
Specification NRA Specification for Roadworks
Date 2016
6N Typical Grading Analysis
Sieves 100 75 37.5 10 5 0.6 0.063
Grading Spec 100 65/100 45/100 15/75 10-60 0/30 0/15
% passing 100 86 70 30 19 10 5
Typical Properties Value
Resistance to fragmentation LA 25
Angle of Internal Friction 42o -
56o
Effective Cohesion 36 kPa
Permeability 3.4x10-4
m/sec
Moisture Content 3.80%
Optimum Moisture Content 4.10%
pH Value 7.8
Water Soluble Sulphate <0.1g/L
Slake Durability 99.1%
Oxidisable Sulphides* 0.8%- 1%
*See section NG 601-11 of NRA Notes For Guidance
Please note these are Typical Properties and may vary from tested sample to sample.
THIS RESULT APPLES ONLY TO THE ITEM TESTED AND SHALL ONLY BE REPRODUCED IN FULL
Roadstone Ltd,
Fortunestown, Dublin 24
Report Ref. No: TT 2016 Date of Issue: 2016
Particle size Distribution in accordance with:BS EN 933-1:1997
Sample Details: Grading Type Test Report
Name of Client: Quality Testing Sampled By: RDL
Project: Yearly Type Test Tested By: RDL
Date Sampled 01/02/2016 Date Tested: 01/02/2016
Source Belgard Comments
Remarks: Sampled from Stockpile
Grading
Sieve Size
(mm)% Passing
63mm 100.0 100 100
31.5mm 94.0 80 *100
16mm 63.0 55 85
8mm 43.0 35 65
4mm 33.0 22 50
2mm 21.0 15 40
1mm 14.0 10 35
.5mm 12 0 20
.063mm 6.0 0 7
Liquid Limit: <20 .
As per EN 13285, Table 4
See Declaration of Performance at Roadstone.ie for aggregate properties
Diarmuid Mc Carthy Quality & Technical Manager X
Thomas Burke Laboratories Manager
Laboratory Test Report
Particle Size Distribution of Aggregates and Sands
Material : Annex E of SR 21
Target Specification
Min Max
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
63mm 31.5mm 16mm 8mm 4mm 2mm 1mm .5mm
% P
assin
g
Sieve Size (mm)
Grading Curve
TR7 rev2 01/02/05
Material: Cl 505 A&B to N.R.A. S.R.W.
Origin: Belgard
Specification: NRA Specification for Roadworks
Date: 2016
Type A Type B
GF Gc 80-20
OC 30 GTnr
UF 3 f NR
FI 50 FI NR
Typical Grading Analysis
Sieves 63mm 40mm 20mm 10mm 4mm 2mm .5mm 0.125mm 0.063mm
% passing 100 100 100 90 40 25 20 2 1 Cl505A 0/20mm
100 95 10 2 NR NR NR NR NR Cl505B 20/40mm
Properties Value
Water Soluble Sulphate <.1mg
Resistance to fragmentation LA 20
Plasticity NonPlastic
Material: Cl 503 to N.R.A. S.R.W.
Origin: Belgard
Specification: As per Tables 5/3 & 5/4 NRA SHW
Grading Category G C 80-20, G F 80, G A 80, GT NR
Tolerance Category GT NR, GF NR, GTA NR.
Date: 2016
Cl 503 Typical Grading Analysis
Sieves 40mm 20mm 14mm 10mm 5mm 2mm .063mm
95 5 NR 1 NR NR 0 Cl503 20/40mm (40mm)
100 88 / 10 2 / 0 Cl503 10/20mm (20mm)
100 86 15 2 / 0 Cl503 6/14mm (14mm)
100 90 10 / 0 Cl503 4/10mm (10mm)
100 85 / 0 Cl503 2/10mm (6mm)
100 95 / 10 Cl503 (0/6mm CRF)
100 95 3 Cl503 (0/2mm Sand)
Properties Value
Water Soluble Sulphate <.1mg
Plasticity NonPlastic
Material: 150mm -0mm
Origin: Belgard
Date 2016
Typical Grading Analysis
150mm-0mm 175mm 150mm 125mm 100mm 75mm 37.5mm 0.63mm
% passing 100 80 60 35 30 10 3
Properties Value
Flakiness Index FI 10
Resistance to fragmentation LA 20
Material: 150/100mm Clean Crushed Rock
Origin: Belgard
150/100mm Crushed Rock Typical Grading Analysis
150/100mm C.R. 175mm 150mm 125mm 100mm 75mm 50mm
% passing 100 91 74 14 4 1
Properties Value
Flakiness Index FI 10
Resistance to fragmentation LA 20
Water Absorption 0.50%
Material: 100mm -0mm
Origin: Belgard
Date: 2016
Typical Grading Analysis
100mm-0mm 150mm 125mm 100mm 75mm 37.5mm 10mm 5mm 0.63mm
% passing 100 90 75 35 20 15 8 4
Properties Value
Flakiness Index FI 10
Resistance to fragmentation LA 20
Material: 50mm Clean Crushed Rock
Origin: Belgard
Date 2016
50mm Clean Crushed Rock Typical Grading Analysis
50mm C.C.R. 75mm 50mm 20mm 10mm 5mm
% passing 100 85 8 2 1
Properties Value
Flakiness Index FI 10
Resistance to fragmentation LA 20
Water Absorption 0.50%
Material 6N to N.R.A. S.R.W.
Origin Belgard
Specification NRA Specification for Roadworks
Date 2016
6N Typical Grading Analysis
Sieves 100 75 37.5 10 5 0.6 0.063
Grading Spec 100 65/100 45/100 15/75 10-60 0/30 0/15
% passing 100 86 70 30 19 10 5
Typical Properties Value
Resistance to fragmentation LA 25
Angle of Internal Friction 42o -
56o
Effective Cohesion 36 kPa
Permeability 3.4x10-4
m/sec
Moisture Content 3.80%
Optimum Moisture Content 4.10%
pH Value 7.8
Water Soluble Sulphate <0.1g/L
Slake Durability 99.1%
Oxidisable Sulphides* 0.8%- 1%
*See section NG 601-11 of NRA Notes For Guidance
Please note these are Typical Properties and may vary from tested sample to sample.
Material: 6I-J Granular Fill Material
Origin: Belgard
Date: 2016
6I-J Typical Grading Analysis
Sieves 125mm 75mm 14mm 2mm .6mm .063mm
Grading Spec 100 85/100 25/100 15/100 9/100 0/15
% passing 100 95 75 30 25 9
Please note these are Typical Properties and may vary from tested sample to sample.
Typical Properties Value
Grading As above
Resistance to fragmentation LA 20
Uniformity Coefficient 10
Slake Durability 99.5%
MC 3.80%
MCV 14.8
Angle of Friction (range) 46-54
Effective Cohesion 3
ph 8.5
Chloride Ion Content <.004
W.S.S. 800mg/lt
O.S. 0.6-1%
Resistivity 2193 omh/m
Redox 470mV
Organic .6%-1%
Microbial Index 0 (inactive)
Material: 6F2 Granular Fill Material
Origin: Belgard
Specification: NRA Specification for Roadworks
Date: 2016
6F2 Typical Grading Analysis
6F2 100mm 75mm 37.5mm 10mm 5mm 0.6mm 0.63mm
Grading Spec 100 65/100 45/100 15/75 10/60 0/30 0/10
% passing 100 100 67 24 11 7 2
6F2 Grading complies with Table 6/2 N.R.A. S.R.W.
Properties Value
O.M.C. 3.50%
MC 3%
Resistance to fragmentation LA 20
Total Sulphur <1%
Slake Durability 99.60%
Material: 6A Granular Fill Material
Origin: Belgard
Specification: NRA SHW 2013
Date: 2016
6A Typical Grading Analysis
6A 500mm 100mm 20mm 2mm 0.63mm
Grading Spec 100 60/90 0/70 0/20 0/5
% passing 100 65 12 4 0
6A Grading complies with Table 6/2 N.R.A. S.R.W.
Properties Value
Plasticity Index Non-Plastic
Uniformity 10
Resistance to fragmentation LA 20
Slake Durability 99.60%
