CERTIFICATE OF SAMPLING - AGGREGATE IN ACCORDANCE …...Method of preparation : BS EN 932-1 and BS...
Transcript of CERTIFICATE OF SAMPLING - AGGREGATE IN ACCORDANCE …...Method of preparation : BS EN 932-1 and BS...
Laboratory reference no(s) : 19-56474 - 484600 Head Office Certificate No :
Site sample no. : MW144
Client : Westridge Ltd
Certificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport
Isle of Wight
PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-Site
Client reference/data : Sample 1
Analysis required :
Client's indicated specification(s) : BS EN 12620
Material description : 6/10mm Recycled
Nominal dimension : 10 mm
Material type : Artificial ( Land based )
Comments on sample: None
Size of batch : < 50 ton Sampling plan : G1
Date sampled : Time sampled : 0850
Variation from sampling procedure : None
Description of batch / Location of sample on site : Stockpile
Sketch indicating location points and number of
increments when there is segregation/contamination
or lack of uniformity within the sample material :
Total mass received at laboratory : 31.66 kg
Remarks : None
Name of sampler : MW Approved : Date :
CERTIFICATE OF SAMPLING - AGGREGATE IN ACCORDANCE WITH BS EN 932-1 : 1997
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484600-19-56474-0-E01
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
PSD (Wet Sieve)
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Tel 01202 622858Tel 01202 622858Tel 01202 622858Fax 01202 626046Fax 01202 626046Fax 01202 626046Fax 01202 626046
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
CERTIFICATE OF TEST - PARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHODTESTED IN ACCORDANCE WITH BS EN 933-1 : 2012
Laboratory reference no(s) : Head Office Certificate No :
Client : Westridge Ltd
Certificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport, Isle of Wight, PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-Site
Client reference/data : Sample 1
Location of sample on site : Stockpile
Date sampled :
Sampled by : MW
Date received :
Material description : 6/10mm Recycled
Total mass received : 31.66 kg
Method of preparation : BS EN 932-1 and BS EN 933-1
Variation from test procedure : None
Sampling certificate : Yes - See Enclosed
Client's indicated specification(s) :
ISO 565 Percentage Specification limits
Sieve aperture passing (Percentage passing)
Actual Lower Upper
125.00mm
80.00mm
63.00mm
40.00mm
31.50mm
20.00mm
16.00mm
14.00mm
10.00mm
8.00mm
6.30mm
4.00mm
2.80mm
2.00mm
1.00mm
0.50mm
0.250mm
0.125mm
0.063mm
Remarks : See attached compliance query
Uniformity Coefficient = 1.7 Note: Uniformity Coefficient = D60/D10
Tested by : Date tested : 20.09.2019 Approved : Date :
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19-56474 - 484600 484600-19-56474-E02-Query
BS EN 12620
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Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Any statement of compliance with a given specification relates only to the test covered by this certificate
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
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Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
TTTTeeeellll 00001111222200002222 666622222222888855558888FFFFaaaaxxxx 00001111222200002222 666622226666000044446666
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484600 Head Office Certificate No : 484600-19-56474 / E02 Query
for S.H.W. Materials
Found Particle Size Distribution for the above noted Lab. Ref No.
125.00mm 80.00mm 63.00mm 40.00mm 31.50mm 20.00mm 16.00mm 14.00mm 10.00mm 8.00mm 6.30mm 4.00mm 2.80mm 2.00mm 1.00mm 0.50mm 0.250mm 0.125mm 0.063mm
100 100 100 100 100 100 100 100 98 75 46 8 2 2 1 < 1 < 1 < 1 0.4
Uniformity Coefficient = 1.7
Specification Source : Material Description / Designation Grading Compliant ? Uniformity Coefficient Compliant ? Fraction Compliant ?
(if applicable)
SHW : Series 800 : Table 8/5 : Type 1 & Type 4 Unbound Mixtures GRADING DOES NOT COMPLY N/A FRACTIONS DO NOT COMPLY
SHW : Series 800 : Table 8/6 : Type 2 Unbound Mixtures GRADING DOES NOT COMPLY N/A FRACTIONS DO NOT COMPLY
SHW : Series 800 : Table 8/7 : Type 3 (open graded) Unbound Mixtures GRADING DOES NOT COMPLY N/A FRACTIONS DO NOT COMPLY
SHW : Series 800 : Table 8/8 : Category B (close graded) Unbound Mixtures GRADING DOES NOT COMPLY N/A FRACTIONS DO NOT COMPLY
SHW : Series 500 : Table 5/5 : Type A GRADING DOES NOT COMPLY N/A FRACTIONS DO NOT COMPLY
SHW : Series 500 : Table 5/5 : Type B GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6C GRADING COMPLIES U / C COMPLIES N/A
SHW : Series 600 : Table 6/5 : Class 6D (other than crushed rock) GRADING DOES NOT COMPLY U / C COMPLIES N/A
SHW : Series 600 : Table 6/5 : Class 6D (crushed rock) GRADING DOES NOT COMPLY U / C COMPLIES N/A
SHW : Series 600 : Table 6/5 : Class 6E GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6R GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6F3 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6F4 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6F5 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6H GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6I GRADING DOES NOT COMPLY U / C DOES NOT COMPLY N/A
SHW : Series 600 : Table 6/5 : Class 6J GRADING DOES NOT COMPLY U / C DOES NOT COMPLY N/A
SHW : Series 600 : Table 6/5 : Class 6K GRADING COMPLIES U / C DOES NOT COMPLY N/A
SHW : Series 600 : Table 6/5 : Class 6L (other than crushed rock) GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6L (crushed rock) GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6M GRADING COMPLIES U / C DOES NOT COMPLY N/A
SHW : Series 600 : Table 6/5 : Class 6N GRADING COMPLIES U / C DOES NOT COMPLY N/A
SHW : Series 600 : Table 6/5 : Class 6P GRADING COMPLIES U / C DOES NOT COMPLY N/A
SHW : Series 600 : Table 6/5 : Class 6S GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : Graded 2/14 Gc80-20 GTNR Gravel f1.5 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : Graded 2/14 Gc80-20 GTNR Crushed Rock f4 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : Graded 4/20 Gc80-20 GTNR Gravel f1.5 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : Graded 4/20 Gc80-20 GTNR Crushed Rock f4 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : Graded 4/40 Gc80-20 GTNR Gravel f1.5 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : Graded 4/40 Gc80-20 GTNR Crushed Rock f4 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : SS 4/10 Gc80-20 GTNR Gravel f1.5 GRADING COMPLIES N/A N/A
SHW : Series 500 : Table 5/3 : SS 4/10 Gc80-20 GTNR Crushed Rock f4 GRADING COMPLIES N/A N/A
SHW : Series 500 : Table 5/3 : SS 6/10 Gc80-20 GTNR Gravel f1.5 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : SS 6/10 Gc80-20 GTNR Crushed Rock f4 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : SS 6/14 Gc80-20 GTNR Gravel f1.5 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : SS 6/14 Gc80-20 GTNR Crushed Rock f4 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : SS 10/20 Gc80-20 GTNR Gravel f1.5 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : SS 10/20 Gc80-20 GTNR Crushed Rock f4 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : SS 20/40 Gc80-20 GTNR Gravel f1.5 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : SS 20/40 Gc80-20 GTNR Crushed Rock f4 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : Fine 0/1 GF80 GTFNR Gravel f3 GRADING COMPLIES N/A N/A
SHW : Series 500 : Table 5/4 : Fine 0/1 GF80 GTFNR Crushed Rock f11 GRADING COMPLIES N/A N/A
SHW : Series 500 : Table 5/4 : Fine 0/2 GF80 GTFNR Gravel f3 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : Fine 0/2 GF80 GTFNR Crushed Rock f11 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : Fine 0/4 GF80 GTFNR Gravel f3 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : Fine 0/4 GF80 GTFNR Crushed Rock f11 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : Fine 0/6 GF80 GTFNR Gravel f3 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : Fine 0/6 GF80 GTFNR Crushed Rock f11 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : All-in 0/10 GA80 GTANR Gravel f3 GRADING COMPLIES N/A N/A
SHW : Series 500 : Table 5/4 : All-in 0/10 GA80 GTANR Crushed Rock f11 GRADING COMPLIES N/A N/A
SHW : Series 500 : Table 5/4 : All-in 0/20 GA80 GTANR Gravel f3 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : All-in 0/20 GA80 GTANR Crushed Rock f11 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : All-in 0/40 GA80 GTANR Gravel f3 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : All-in 0/40 GA80 GTANR Crushed Rock f11 GRADING DOES NOT COMPLY N/A N/A
REMARKS : Grading Compliances above denoted in Italics may be incorrect should a Supplier "Document and Declare a Variation" . In this instance ACS Testing accept no responsibility for the accuracy of
any Compliance Statements contained herein affected by this "Variation", as many new EN standards allow for this variation facility.
Note: If U/COEF is reported as greater than ">", please treat any SHW Table 6/1 Uniformity Coefficient statements of compliance with caution.
Tested by : Date tested : Approved : Date :
ACS TESTING LIMITED - COMPLIANCE QUERY WITH REGARDS SPECIFICATION FOR HIGHWAY WORKS : VOL. 1 : SERIES 500 / 600 / 800
PARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHOD (Tested in accordance with BS EN 933-1 : 2012)
- UNIFORMITY COEFFICIENT (Calculated) - FRACTION DETERMINATION (Calculated)
20.09.2019 28/09/2019
Approved Signatories : [ ] S J White Head of Laboratories [ ] A Bates Laboratory Manager [ ] K Tiller Technical Manager [ ] M Slater Senior Technician
Note: Uniformity Coefficient = D60/D10
JASJCJSPJOSAS
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Any statement of compliance with a given specification relates only to the test covered by this certificate
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
Unable to state compliance at present for this designation
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Tel 01202 622858Tel 01202 622858Tel 01202 622858Fax 01202 626046Fax 01202 626046Fax 01202 626046Fax 01202 626046
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484600 Head Office Certificate No : 484600-19-56474 / E02 Query
for Concrete Aggs
Found Particle Size Distribution for the above noted Lab. Ref No.
125.00mm 80.00mm 63.00mm 40.00mm 31.50mm 20.00mm 16.00mm 14.00mm 10.00mm 8.00mm 6.30mm 4.00mm 2.80mm 2.00mm 1.00mm 0.50mm 0.250mm 0.125mm 0.063mm
100 100 100 100 100 100 100 100 98 75 46 8 2 2 1 < 1 < 1 < 1 0.4
Uniformity Coefficient = 1.7
Specification Source : Material Description / Designation Grading Compliant ? Uniformity Coefficient Compliant ? Fraction Compliant ?
(if applicable) (if applicable)
BS EN 12620 & PD6682-1 : Table C.1 4/40 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/40 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/20 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/20 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/14 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/14 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 20/40 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 20/40 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 10/20 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 10/20 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 6.3/14 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 6.3/14 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/10 Single Size (Gravel) GRADING COMPLIES N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/10 Single Size (Crushed Rock) GRADING COMPLIES N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/6.3 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/6.3 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/40 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/40 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/20 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/20 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/10 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/10 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/6.3 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/6.3 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
REMARKS : Grading Compliances above denoted in Italics may be incorrect should a Supplier "Document and Declare a Variation" . In this instance ACS Testing accept no responsibility for the accuracy of
any Compliance Statements contained herein. The above are based on OVERALL LIMITS from the noted specification document.
Note : Fines Contents herein as per PD 6682-1 Table 4 ( as for shown herein : Gravel(uncrushed,partial & crushed) / Crushed Rock / Crushed Rock Heavy Duty Floor )
* Heavy Duty Floor = Heavy Duty Floors (Fines requirement for Crushed Rock Sands)
Tested by : Date tested : Approved : Date :
ACS TESTING LIMITED - COMPLIANCE QUERY WITH REGARDS BS EN 12620 & PD 6682-1 Aggregates for Concrete
PARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHOD (Tested in accordance with BS EN 933-1 : 2012)
- UNIFORMITY COEFFICIENT (Calculated) - FRACTION DETERMINATION (Calculated)
20.09.2019 28/09/2019
Approved Signatories : [ ] S J White Head of Laboratories [ ] A Bates Laboratory Manager [ ] K Tiller Technical Manager [ ] M Slater Senior Technician
Note: Uniformity Coefficient = D60/D10
JASJCJSPJOSAS
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Any statement of compliance with a given specification relates only to the test covered by this certificate
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
TTTTeeeellll 00001111222200002222 666622222222888855558888FFFFaaaaxxxx 00001111222200002222 666622226666000044446666
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484601 Head Office Certificate No :
Site sample no. : MW145
Client : Westridge Ltd
Certificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport
Isle of Wight
PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-Site
Client reference/data : Sample 2
Analysis required :
Client's indicated specification(s) : BS EN 12620
Material description : 10/20mm Recycled
Nominal dimension : 20 mm
Material type : Artificial ( Land based )
Comments on sample: None
Size of batch : < 50 ton Sampling plan : G1
Date sampled : Time sampled : 0900
Variation from sampling procedure : None
Description of batch / Location of sample on site : Stockpile
Sketch indicating location points and number of
increments when there is segregation/contamination
or lack of uniformity within the sample material :
Total mass received at laboratory : 37.77 kg
Remarks : None
Name of sampler : MW Approved : Date :
CERTIFICATE OF SAMPLING - AGGREGATE IN ACCORDANCE WITH BS EN 932-1 : 1997
Page 1 of 1
11/09/2019
28/09/2019
484601-19-56474-0-E01
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
PSD (Wet Sieve)
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Tel 01202 622858Tel 01202 622858Tel 01202 622858Fax 01202 626046Fax 01202 626046Fax 01202 626046Fax 01202 626046
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
CERTIFICATE OF TEST - PARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHODTESTED IN ACCORDANCE WITH BS EN 933-1 : 2012
Laboratory reference no(s) : Head Office Certificate No :
Client : Westridge LtdCertificate address :
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-SiteClient reference/data : Sample 2Location of sample on site : StockpileDate sampled :Sampled by : MW Date received :Material description : 10/20mm RecycledTotal mass received : 37.77 kg Method of preparation : BS EN 932-1 and BS EN 933-1Variation from test procedure : NoneSampling certificate : Yes - See EnclosedClient's indicated specification(s) :
ISO 565 P t
11/09/2019
11/09/2019
19-56474 - 484601 484601-19-56474-E02
BS EN 12620 (PD 6682-1 Table C.1), Coarse Aggregate, 10/20, Category GC 85/20 & (PD 6682-1 Table 4) Fines Content
Lynn Pitt Transfer Station, Briddlesford RoadNewport, Isle of Wight, PO30 2PD
100.0ISO 565 Percentage Specification limits
Sieve aperture passing (Percentage passing)
Actual Lower Upper
125.00mm80.00mm63.00mm40.00mm 100 10031.50mm 98 10020.00mm 85 9916.00mm14.00mm10.00mm 0 208.00mm6.30mm4.00mm 0 52.80mm2.00mm1.00mm0.50mm0.250mm0.125mm0.063mm 0.0 1.5U/COEF 1.5 N/A N/A
Remarks : None
Tested by : Date tested : 20.09.2019 Approved : Date :JASJCJSPJOSAS
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Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
5322
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Actual Lower Upper
Head Office
Unit 14
Registered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Fax 01202 626046
Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484602 Head Office Certificate No :
Site sample no. : MW146
Client : Westridge Ltd
Certificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport
Isle of Wight
PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-Site
Client reference/data : Sample 3
Analysis required :
Client's indicated specification(s) : BS EN 12620
Material description : 20/40mm Recycled
Nominal dimension : 40 mm
Material type : Artificial ( Land based )
Comments on sample: None
Size of batch : < 50 ton Sampling plan : G1
Date sampled : Time sampled : 0910
Variation from sampling procedure : None
Description of batch / Location of sample on site : Stockpile
Sketch indicating location points and number of
increments when there is segregation/contamination
or lack of uniformity within the sample material :
Total mass received at laboratory : 49.99 kg
Remarks : None
Name of sampler : MW Approved : Date :
CERTIFICATE OF SAMPLING - AGGREGATE IN ACCORDANCE WITH BS EN 932-1 : 1997
Page 1 of 1
11/09/2019
28/09/2019
484602-19-56474-0-E01
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
PSD (Wet Sieve)
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Tel 01202 622858Tel 01202 622858Tel 01202 622858Fax 01202 626046Fax 01202 626046Fax 01202 626046Fax 01202 626046
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
CERTIFICATE OF TEST - PARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHODTESTED IN ACCORDANCE WITH BS EN 933-1 : 2012
Laboratory reference no(s) : Head Office Certificate No :
Client : Westridge LtdCertificate address :
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-SiteClient reference/data : Sample 3Location of sample on site : StockpileDate sampled :Sampled by : MW Date received :Material description : 20/40mm RecycledTotal mass received : 49.99 kg Method of preparation : BS EN 932-1 and BS EN 933-1Variation from test procedure : NoneSampling certificate : Yes - See EnclosedClient's indicated specification(s) :
ISO 565 P t
11/09/2019
11/09/2019
19-56474 - 484602 484602-19-56474-E02
BS EN 12620 (PD 6682-1 Table C.1), Coarse Aggregate, 20/40, Category GC 85/20 & (PD 6682-1 Table 4) Fines Content
Lynn Pitt Transfer Station, Briddlesford RoadNewport, Isle of Wight, PO30 2PD
100.0ISO 565 Percentage Specification limits
Sieve aperture passing (Percentage passing)
Actual Lower Upper
125.00mm80.00mm 100 10063.00mm 98 10040.00mm 85 9931.50mm20.00mm 0 2016.00mm14.00mm10.00mm 0 58.00mm6.30mm4.00mm2.80mm2.00mm1.00mm0.50mm0.250mm0.125mm0.063mm 0.0 1.5U/COEF 1.4 N/A N/A
Remarks : None
Tested by : Date tested : 20.09.2019 Approved : Date :JASJCJSPJOSAS
111
< 1.0
Page 1 of 1
0.6
23/09/2019
9975732
100100
100
1
2
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
2221
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1 1
10
10
0
Pe
rce
nta
ge
pa
ssin
g
ISO 565 Sieve aperture
Actual Lower Upper
Head Office
Unit 14
Registered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Fax 01202 626046
Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484603 Head Office Certificate No :
Site sample no. : MW147
Client : Westridge Ltd
Certificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport
Isle of Wight
PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-Site
Client reference/data : Sample 4
Analysis required :
Client's indicated specification(s) : BS EN 12620: Query
Material description : Recycled Grit Sand
Nominal dimension : 4 mm
Material type : Artificial ( Land based )
Comments on sample: None
Size of batch : < 50 ton Sampling plan : G1
Date sampled : Time sampled : 0920
Variation from sampling procedure : None
Description of batch / Location of sample on site : Stockpile
Sketch indicating location points and number of
increments when there is segregation/contamination
or lack of uniformity within the sample material :
Total mass received at laboratory : 19.99 kg
Remarks : None
Name of sampler : MW Approved : Date :
CERTIFICATE OF SAMPLING - AGGREGATE IN ACCORDANCE WITH BS EN 932-1 : 1997
Page 1 of 1
11/09/2019
28/09/2019
484603-19-56474-0-E01
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
PSD (Wet Sieve)
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Tel 01202 622858Tel 01202 622858Tel 01202 622858Fax 01202 626046Fax 01202 626046Fax 01202 626046Fax 01202 626046
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
CERTIFICATE OF TEST - PARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHODTESTED IN ACCORDANCE WITH BS EN 933-1 : 2012
Laboratory reference no(s) : Head Office Certificate No :
Client : Westridge LtdCertificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport, Isle of Wight, PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-SiteClient reference/data : Sample 4Location of sample on site : StockpileDate sampled :Sampled by : MW Date received :Material description : Recycled Grit SandTotal mass received : 19.99 kgMethod of preparation : BS EN 932-1 and BS EN 933-1Variation from test procedure : NoneSampling certificate : Yes - See EnclosedClient's indicated specification(s) :
11/09/2019
11/09/2019
19-56474 - 484603 484603-19-56474-E02-Query
BS EN 12620: Query
100.0ISO 565 Percentage Specification limits
Sieve aperture passing (Percentage passing)
Actual Lower Upper
125.00mm80.00mm63.00mm40.00mm31.50mm20.00mm16.00mm14.00mm10.00mm8.00mm6.30mm4.00mm2.80mm2.00mm1.00mm0.50mm
0.250mm0.125mm0.063mm
Remarks : See attached compliance queryUniformity Coefficient = 3.6 Note: Uniformity Coefficient = D60/D10
Tested by : Date tested : 20.09.2019 Approved : Date :
Page 1 of 1
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Any statement of compliance with a given specification relates only to the test covered by this certificate
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
100
100100100
100
100100
100
8566
10010010095
23/09/2019
321053
1.8
JASJCJSPJOSAS
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
0.01 0.
1 1 10 100
Per
cent
age
pass
ing
ISO 565 Sieve aperture
Actual
Head Office
Unit 14
Registered Office
Unit 14Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Fax 01202 626046
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484603 Head Office Certificate No : 484603-19-56474 / E02 Queryfor Concrete Aggs
Found Particle Size Distribution for the above noted Lab. Ref No.
125.00mm 80.00mm 63.00mm 40.00mm 31.50mm 20.00mm 16.00mm 14.00mm 10.00mm 8.00mm 6.30mm 4.00mm 2.80mm 2.00mm 1.00mm 0.50mm 0.250mm 0.125mm 0.063mm
100 100 100 100 100 100 100 100 100 100 100 95 85 66 32 10 5 3 1.8
Uniformity Coefficient = 3.6
Specification Source : Material Description / Designation Grading Compliant ? Uniformity Coefficient Compliant ? Fraction Compliant ?
(if applicable) (if applicable)
BS EN 12620 & PD6682-1 : Table C.1 4/40 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/40 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/20 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/20 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/14 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/14 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 20/40 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 20/40 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 10/20 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 10/20 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 6.3/14 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 6.3/14 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/10 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/10 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C 1 2/6 3 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
Note: Uniformity Coefficient = D60/D10
ACS TESTING LIMITED - COMPLIANCE QUERY WITH REGARDS BS EN 12620 & PD 6682-1 Aggregates for ConcretePARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHOD (Tested in accordance with BS EN 933-1 : 2012)
- UNIFORMITY COEFFICIENT (Calculated) - FRACTION DETERMINATION (Calculated)
BS EN 12620 & PD6682 1 : Table C.1 2/6.3 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/6.3 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/40 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/40 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/20 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/20 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/10 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/10 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/6.3 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/6.3 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Gravel) GRADING COMPLIES N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Crushed Rock) GRADING COMPLIES N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Crushed Rock) Heavy Duty Floor* GRADING COMPLIES N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
REMARKS : Grading Compliances above denoted in Italics may be incorrect should a Supplier "Document and Declare a Variation" . In this instance ACS Testing accept no responsibility for the accuracy of
any Compliance Statements contained herein. The above are based on OVERALL LIMITS from the noted specification document.Note : Fines Contents herein as per PD 6682-1 Table 4 ( as for shown herein : Gravel(uncrushed,partial & crushed) / Crushed Rock / Crushed Rock Heavy Duty Floor )* Heavy Duty Floor = Heavy Duty Floors (Fines requirement for Crushed Rock Sands)
Tested by : Date tested : Approved : Date :JASJCJSPJOSAS
This report shall not be reproduced except in full without prior written approval of the laboratory
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Any statement of compliance with a given specification relates only to the test covered by this certificate
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
20.09.2019 23/09/2019
Approved Signatories : [ ] S J White Head of Laboratories [ ] A Bates Laboratory Manager [ ] K Tiller Technical Manager [ ] M Slater Senior Technician
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Head Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Fax 01202 626046
Registered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484604 Head Office Certificate No :
Site sample no. : MW148
Client : Westridge Ltd
Certificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport
Isle of Wight
PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-Site
Client reference/data : Sample 5
Analysis required :
Client's indicated specification(s) : BS EN 12620 & BS EN 13139: Query
Material description : Recycled Sand
Nominal dimension : 4 mm
Material type : Artificial ( Land based )
Comments on sample: None
Size of batch : < 50 ton Sampling plan : G1
Date sampled : Time sampled : 0925
Variation from sampling procedure : None
Description of batch / Location of sample on site : Stockpile
Sketch indicating location points and number of
increments when there is segregation/contamination
or lack of uniformity within the sample material :
Total mass received at laboratory : 21.07 kg
Remarks : None
Name of sampler : MW Approved : Date :
CERTIFICATE OF SAMPLING - AGGREGATE IN ACCORDANCE WITH BS EN 932-1 : 1997
Page 1 of 1
11/09/2019
28/09/2019
484604-19-56474-0-E01
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
PSD (Wet Sieve)
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Tel 01202 622858Tel 01202 622858Tel 01202 622858Fax 01202 626046Fax 01202 626046Fax 01202 626046Fax 01202 626046
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
CERTIFICATE OF TEST - PARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHODTESTED IN ACCORDANCE WITH BS EN 933-1 : 2012
Laboratory reference no(s) : Head Office Certificate No :
Client : Westridge LtdCertificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport, Isle of Wight, PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-SiteClient reference/data : Sample 5Location of sample on site : StockpileDate sampled :Sampled by : MW Date received :Material description : Recycled SandTotal mass received : 21.07 kgMethod of preparation : BS EN 932-1 and BS EN 933-1Variation from test procedure : NoneSampling certificate : Yes - See EnclosedClient's indicated specification(s) :
11/09/2019
11/09/2019
19-56474 - 484604 484604-19-56474-E02-Query
BS EN 12620 & BS EN 13139: Query
100.0ISO 565 Percentage Specification limits
Sieve aperture passing (Percentage passing)
Actual Lower Upper
125.00mm80.00mm63.00mm40.00mm31.50mm20.00mm16.00mm14.00mm10.00mm8.00mm6.30mm4.00mm2.80mm2.00mm1.00mm0.50mm
0.250mm0.125mm0.063mm
Remarks : See attached compliance queryUniformity Coefficient = 3.2 Note: Uniformity Coefficient = D60/D10
Tested by : Date tested : 20.09.2019 Approved : Date :
Page 1 of 1
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Any statement of compliance with a given specification relates only to the test covered by this certificate
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
100
100100100
100
100100
100
10099
100100100100
23/09/2019
999166298.7
JASJCJSPJOSAS
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
0.01 0.
1 1 10 100
Per
cent
age
pass
ing
ISO 565 Sieve aperture
Actual
Head Office
Unit 14
Registered Office
Unit 14Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Fax 01202 626046
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484604 Head Office Certificate No : 484604-19-56474 / E02 Queryfor Concrete Aggs
Found Particle Size Distribution for the above noted Lab. Ref No.
125.00mm 80.00mm 63.00mm 40.00mm 31.50mm 20.00mm 16.00mm 14.00mm 10.00mm 8.00mm 6.30mm 4.00mm 2.80mm 2.00mm 1.00mm 0.50mm 0.250mm 0.125mm 0.063mm
100 100 100 100 100 100 100 100 100 100 100 100 100 99 99 91 66 29 8.7
Uniformity Coefficient = 3.2
Specification Source : Material Description / Designation Grading Compliant ? Uniformity Coefficient Compliant ? Fraction Compliant ?
(if applicable) (if applicable)
BS EN 12620 & PD6682-1 : Table C.1 4/40 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/40 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/20 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/20 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/14 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/14 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 20/40 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 20/40 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 10/20 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 10/20 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 6.3/14 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 6.3/14 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/10 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/10 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C 1 2/6 3 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
Note: Uniformity Coefficient = D60/D10
ACS TESTING LIMITED - COMPLIANCE QUERY WITH REGARDS BS EN 12620 & PD 6682-1 Aggregates for ConcretePARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHOD (Tested in accordance with BS EN 933-1 : 2012)
- UNIFORMITY COEFFICIENT (Calculated) - FRACTION DETERMINATION (Calculated)
BS EN 12620 & PD6682 1 : Table C.1 2/6.3 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/6.3 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/40 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/40 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/20 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/20 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/10 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/10 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/6.3 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/6.3 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Crushed Rock) GRADING COMPLIES N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Crushed Rock) Heavy Duty Floor* GRADING COMPLIES N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
REMARKS : Grading Compliances above denoted in Italics may be incorrect should a Supplier "Document and Declare a Variation" . In this instance ACS Testing accept no responsibility for the accuracy of
any Compliance Statements contained herein. The above are based on OVERALL LIMITS from the noted specification document.Note : Fines Contents herein as per PD 6682-1 Table 4 ( as for shown herein : Gravel(uncrushed,partial & crushed) / Crushed Rock / Crushed Rock Heavy Duty Floor )* Heavy Duty Floor = Heavy Duty Floors (Fines requirement for Crushed Rock Sands)
Tested by : Date tested : Approved : Date :JASJCJSPJOSAS
This report shall not be reproduced except in full without prior written approval of the laboratory
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Any statement of compliance with a given specification relates only to the test covered by this certificate
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
20.09.2019 23/09/2019
Approved Signatories : [ ] S J White Head of Laboratories [ ] A Bates Laboratory Manager [ ] K Tiller Technical Manager [ ] M Slater Senior Technician
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Head Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Fax 01202 626046
Registered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484604 Head Office Certificate No : 484604-19-56474 / E02 Queryfor Mortar Aggs
Found Particle Size Distribution for the above noted Lab. Ref No.
125.00mm 80.00mm 63.00mm 40.00mm 31.50mm 20.00mm 16.00mm 14.00mm 10.00mm 8.00mm 6.30mm 4.00mm 2.80mm 2.00mm 1.00mm 0.50mm 0.250mm 0.125mm 0.063mm
100 100 100 100 100 100 100 100 100 100 100 100 100 99 99 91 66 29 8.7
Uniformity Coefficient = 3.2
Specification Source : Material Description / Designation Grading Compliant ? Uniformity Coefficient Compliant ? Fraction Compliant ?
(if applicable) (if applicable)
BS EN 13139 & PD 6682-3 Table B.1 0/2 FP, Cat 2 (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/2 FP, Cat 3 (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/2 FP, Cat 4{Crushed Rock} (Masonry) GRADING COMPLIES N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/2 MP, Cat 2 (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/2 MP, Cat 3 (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/2 MP, Cat 4{Crushed Rock} (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/2 FP, Cat 2 (Plastering&Rendering) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/2 MP, Cat 2 (Plastering&Rendering) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/2 CP, Cat 2 (Plastering&Rendering) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/4 FP, Cat 2 (Plastering&Rendering) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/4 MP, Cat 2 (Plastering&Rendering) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/4 CP, Cat 2 (Plastering&Rendering) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/4 MP, Cat 1 (Levelling Screed) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/4 CP, Cat 1 (Levelling Screed) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/8 MP, Cat 1 (Levelling Screed) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/8 CP, Cat 1 (Levelling Screed) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682 3 T bl B 1 0/1 FP C 2 (M ) GRADING DOES NOT COMPLY N/A N/A
Note: Uniformity Coefficient = D60/D10
ACS TESTING LIMITED - COMPLIANCE QUERY WITH REGARDS BS EN 13139 & PD 6682-3 Aggregates for MortarPARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHOD (Tested in accordance with BS EN 933-1 : 2012)
- UNIFORMITY COEFFICIENT (Calculated) - FRACTION DETERMINATION (Calculated)
BS EN 13139 & PD 6682-3 Table B.1 0/1 FP, Cat 2 (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/1 FP, Cat 3 (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/1 FP, Cat 4{Crushed Rock} (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/1 MP, Cat 2 (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/1 MP, Cat 3 (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/1 MP, Cat 4{Crushed Rock} (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0 GRADING COMPLIES N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
REMARKS : Grading Compliances above denoted in Italics may be incorrect should a Supplier "Document and Declare a Variation" . In this instance ACS Testing accept no responsibility for the accuracy of
any Compliance Statements contained herein. The above are based on OVERALL LIMITS from the noted specification document.Note : Fines Contents herein as per BS EN 13139 Table 4 & PD 6682-3 ( as for shown herein : Cat 1, 2, 3 + 4. Relates to 3%, 5%, 8% and 30% respectively )
Tested by : Date tested : Approved : Date :JASJCJSPJOSAS
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Any statement of compliance with a given specification relates only to the test covered by this certificate
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
20.09.2019 23/09/2019
Approved Signatories : [ ] S J White Head of Laboratories [ ] A Bates Laboratory Manager [ ] K Tiller Technical Manager [ ] M Slater Senior Technician
Head Office
Unit 14Blackhill Road West
Registered Office
Unit 14Blackhill Road WestBlackhill Road West
Holton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Fax 01202 626046
Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484605 Head Office Certificate No :
Site sample no. : MW149
Client : Westridge Ltd
Certificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport
Isle of Wight
PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-Site
Client reference/data : Sample 6
Analysis required :
Client's indicated specification(s) : SHW: Series 800: Sub-Base Type 1
Material description : Recycled Subbase Type 1
Nominal dimension : 40 mm
Material type : Artificial ( Land based )
Comments on sample: None
Size of batch : < 50 ton Sampling plan : G1
Date sampled : Time sampled : 0930
Variation from sampling procedure : None
Description of batch / Location of sample on site : Stockpile
Sketch indicating location points and number of
increments when there is segregation/contamination
or lack of uniformity within the sample material :
Total mass received at laboratory : 61.86 kg
Remarks : None
Name of sampler : MW Approved : Date :
CERTIFICATE OF SAMPLING - AGGREGATE IN ACCORDANCE WITH BS EN 932-1 : 1997
Page 1 of 1
11/09/2019
28/09/2019
484605-19-56474-0-E01
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
PSD (Wet Sieve)
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Tel 01202 622858Tel 01202 622858Tel 01202 622858Fax 01202 626046Fax 01202 626046Fax 01202 626046Fax 01202 626046
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
CERTIFICATE OF TEST - PARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHODTESTED IN ACCORDANCE WITH BS EN 933-1 : 2012
Laboratory reference no(s) : Head Office Certificate No :
Client : Westridge LtdCertificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport, Isle of Wight, PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-SiteClient reference/data : Sample 6Location of sample on site : StockpileDate sampled :Sampled by : MW Date received :Material description : Recycled Subbase Type 1Total mass received : 61.86 kg Method of preparation : BS EN 932-1 and BS EN 933-1Variation from test procedure : NoneSampling certificate : Yes - See EnclosedClient's indicated specification(s) :
ISO 565 Percentage Specification limits
Si t i (P t i )
19-56474 - 484605 484605-19-56474-E02
BS EN 13285 (Table 6), 0/31.5, UF 9, OC 75, Category GP (SHW: Table 8/5: Sub-Base Type 1)
11/09/2019
11/09/2019
100.0
Sieve aperture passing (Percentage passing)
Actual Lower Upper
125.00mm80.00mm63.00mm 100 10040.00mm31.50mm 75 9920.00mm16.00mm 43 8114.00mm10.00mm8.00mm 23 666.30mm4.00mm 12 532.80mm2.00mm 6 421.00mm 3 320.50mm0.250mm0.125mm0.063mm 0.0 9.0
8mm / 16mm 25 7 304mm / 8mm 2 7 30
Remarks : None
Tested by : Date tested : 20.09.2019 Approved : Date :
Page 1 of 1
1813107
4.6FRACTIONS (differences in values passing selected sieves)
JASJCJSPJOSAS 23/09/2019
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
2824
36323230
100
100100
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
100
95655851
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
0.0
1
0.1 1
10
10
0
Pe
rce
nta
ge
pa
ssin
g
ISO 565 Sieve aperture
Actual Lower Upper
Head Office
Unit 14
Registered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Fax 01202 626046
Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484606 Head Office Certificate No :
Site sample no. : MW150
Client : Westridge Ltd
Certificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport
Isle of Wight
PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-Site
Client reference/data : Sample 7
Analysis required :
Client's indicated specification(s) : BS EN 12620
Material description : Recycled Ballast
Nominal dimension : <40 mm
Material type : Artificial ( Land based )
Comments on sample: None
Size of batch : < 50 ton Sampling plan : G1
Date sampled : Time sampled : 0940
Variation from sampling procedure : None
Description of batch / Location of sample on site : Stockpile
Sketch indicating location points and number of
increments when there is segregation/contamination
or lack of uniformity within the sample material :
Total mass received at laboratory : 35.50 kg
Remarks : None
Name of sampler : MW Approved : Date :
CERTIFICATE OF SAMPLING - AGGREGATE IN ACCORDANCE WITH BS EN 932-1 : 1997
Page 1 of 1
11/09/2019
28/09/2019
484606-19-56474-0-E01
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
PSD (Wet Sieve)
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Tel 01202 622858Tel 01202 622858Tel 01202 622858Fax 01202 626046Fax 01202 626046Fax 01202 626046Fax 01202 626046
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
CERTIFICATE OF TEST - PARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHODTESTED IN ACCORDANCE WITH BS EN 933-1 : 2012
Laboratory reference no(s) : Head Office Certificate No :
Client : Westridge LtdCertificate address :
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-SiteClient reference/data : Sample 7Location of sample on site : StockpileDate sampled :Sampled by : MW Date received :Material description : Recycled BallastTotal mass received : 35.50 kg Method of preparation : BS EN 932-1 and BS EN 933-1Variation from test procedure : NoneSampling certificate : Yes - See EnclosedClient's indicated specification(s) :
ISO 565 P t
11/09/2019
11/09/2019
19-56474 - 484606 484606-19-56474-E02
BS EN 12620 (PD 6682-1 Table E.1), All-In Aggregate, 0/20, Category GA 90 & (PD 6682-1 Table 4) Fines Content
Lynn Pitt Transfer Station, Briddlesford RoadNewport, Isle of Wight, PO30 2PD
100.0ISO 565 Percentage Specification limits
Sieve aperture passing (Percentage passing)
Actual Lower Upper
125.00mm80.00mm63.00mm40.00mm 100 10031.50mm 98 10020.00mm 90 9916.00mm14.00mm10.00mm 50 908.00mm6.30mm4.00mm2.80mm2.00mm 20 601.00mm0.50mm0.250mm0.125mm0.063mm 0.0 3.0U/COEF 11 N/A N/A
Remarks : None
Tested by : Date tested : 20.09.2019 Approved : Date :JASJSPJOSAS
271474
Page 1 of 1
2.5
23/09/2019
1001001009691
100100
100
44
80
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
76716052
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1 1
10
10
0
Pe
rce
nta
ge
pa
ssin
g
ISO 565 Sieve aperture
Actual Lower Upper
Head Office
Unit 14
Registered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Fax 01202 626046
Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484607 Head Office Certificate No :
Site sample no. : MW151
Client : Westridge Ltd
Certificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport
Isle of Wight
PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-Site
Client reference/data : Sample 8
Analysis required :
Client's indicated specification(s) : DNS
Material description : Washed Clay Recycled
Nominal dimension : 2 mm
Material type : Artificial ( Land based )
Comments on sample: None
Size of batch : < 50 ton Sampling plan : G1
Date sampled : Time sampled : 0950
Variation from sampling procedure : None
Description of batch / Location of sample on site : Stockpile
Sketch indicating location points and number of
increments when there is segregation/contamination
or lack of uniformity within the sample material :
Total mass received at laboratory : 21.62 kg
Remarks : None
Name of sampler : MW Approved : Date :
CERTIFICATE OF SAMPLING - AGGREGATE IN ACCORDANCE WITH BS EN 932-1 : 1997
Page 1 of 1
11/09/2019
28/09/2019
484607-19-56474-0-E01
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
PSD (Wet Sieve)
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Tel 01202 622858Tel 01202 622858Tel 01202 622858Fax 01202 626046Fax 01202 626046Fax 01202 626046Fax 01202 626046
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
CERTIFICATE OF TEST - PARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHODTESTED IN ACCORDANCE WITH BS EN 933-1 : 2012
Laboratory reference no(s) : Head Office Certificate No :
Client : Westridge LtdCertificate address :
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-SiteClient reference/data : Sample 8Location of sample on site : StockpileDate sampled :Sampled by : MW Date received :Material description : Washed Clay RecycledTotal mass received : 21.62 kg Method of preparation : BS EN 932-1 and BS EN 933-1Variation from test procedure : NoneSampling certificate : Yes - See EnclosedClient's indicated specification(s) :
ISO 565 P t
11/09/2019
11/09/2019
19-56474 - 484607 484607-19-56474-E02
Data not supplied
Lynn Pitt Transfer Station, Briddlesford RoadNewport, Isle of Wight, PO30 2PD
100.0ISO 565 Percentage Specification limits
Sieve aperture passing (Percentage passing)
Actual Lower Upper
125.00mm80.00mm63.00mm40.00mm31.50mm20.00mm16.00mm14.00mm10.00mm8.00mm6.30mm4.00mm2.80mm2.00mm1.00mm0.50mm0.250mm0.125mm0.063mm Note: Unable to report Uniformity Coefficient as both D60 + D10 unable to be determined directly by this test.
U/COEF N/A N/A N/ARemarks : None
Tested by : Date tested : 20.09.2019 Approved : Date :JASJSPJOSAS
95878174
Page 1 of 1
67.1
23/09/2019
100100100100100
100100
100
100
100
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
100100100100
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1 1
10
10
0
Pe
rce
nta
ge
pa
ssin
g
ISO 565 Sieve aperture
Actual Lower Upper
Head Office
Unit 14
Registered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Fax 01202 626046
Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484608 Head Office Certificate No :
Site sample no. : MW152
Client : Westridge Ltd
Certificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport
Isle of Wight
PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-Site
Client reference/data : Sample 9
Analysis required :
Client's indicated specification(s) : BS EN 12620
Material description : 6/10mm Virgin Aggregate
Nominal dimension : 10 mm
Material type : Crushed Gravel ( Land based )
Comments on sample: None
Size of batch : < 50 ton Sampling plan : G1
Date sampled : Time sampled : 1000
Variation from sampling procedure : None
Description of batch / Location of sample on site : Stockpile
Sketch indicating location points and number of
increments when there is segregation/contamination
or lack of uniformity within the sample material :
Total mass received at laboratory : 30.03 kg
Remarks : None
Name of sampler : MW Approved : Date :
CERTIFICATE OF SAMPLING - AGGREGATE IN ACCORDANCE WITH BS EN 932-1 : 1997
Page 1 of 1
11/09/2019
28/09/2019
484608-19-56474-0-E01
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
PSD (Wet Sieve)
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Tel 01202 622858Tel 01202 622858Tel 01202 622858Fax 01202 626046Fax 01202 626046Fax 01202 626046Fax 01202 626046
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
CERTIFICATE OF TEST - PARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHODTESTED IN ACCORDANCE WITH BS EN 933-1 : 2012
Laboratory reference no(s) : Head Office Certificate No :
Client : Westridge Ltd
Certificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport, Isle of Wight, PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-Site
Client reference/data : Sample 9
Location of sample on site : Stockpile
Date sampled :
Sampled by : MW
Date received :
Material description : 6/10mm Virgin Aggregate
Total mass received : 30.03 kg
Method of preparation : BS EN 932-1 and BS EN 933-1
Variation from test procedure : None
Sampling certificate : Yes - See Enclosed
Client's indicated specification(s) :
ISO 565 Percentage Specification limits
Sieve aperture passing (Percentage passing)
Actual Lower Upper
125.00mm
80.00mm
63.00mm
40.00mm
31.50mm
20.00mm
16.00mm
14.00mm
10.00mm
8.00mm
6.30mm
4.00mm
2.80mm
2.00mm
1.00mm
0.50mm
0.250mm
0.125mm
0.063mm
Remarks : See attached compliance query
Uniformity Coefficient = 1.8 Note: Uniformity Coefficient = D60/D10
Tested by : Date tested : 20.09.2019 Approved : Date :
Page 1 of 1
28/09/2019
2
2
1
11.0
JASJBLJCJSPJOSAS
100
3
2
94
66
35
7
19-56474 - 484608 484608-19-56474-E02-Query
BS EN 12620
100
100
100
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Any statement of compliance with a given specification relates only to the test covered by this certificate
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
100
11/09/2019
11/09/2019
100
100
100
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1 1
10
10
0
Perc
enta
ge p
assin
g
ISO 565 Sieve aperture
Actual
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
TTTTeeeellll 00001111222200002222 666622222222888855558888FFFFaaaaxxxx 00001111222200002222 666622226666000044446666
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484608 Head Office Certificate No : 484608-19-56474 / E02 Query
for S.H.W. Materials
Found Particle Size Distribution for the above noted Lab. Ref No.
125.00mm 80.00mm 63.00mm 40.00mm 31.50mm 20.00mm 16.00mm 14.00mm 10.00mm 8.00mm 6.30mm 4.00mm 2.80mm 2.00mm 1.00mm 0.50mm 0.250mm 0.125mm 0.063mm
100 100 100 100 100 100 100 100 94 66 35 7 3 2 2 2 1 1 1.0
Uniformity Coefficient = 1.8
Specification Source : Material Description / Designation Grading Compliant ? Uniformity Coefficient Compliant ? Fraction Compliant ?
(if applicable)
SHW : Series 800 : Table 8/5 : Type 1 & Type 4 Unbound Mixtures GRADING DOES NOT COMPLY N/A FRACTIONS DO NOT COMPLY
SHW : Series 800 : Table 8/6 : Type 2 Unbound Mixtures GRADING DOES NOT COMPLY N/A FRACTIONS DO NOT COMPLY
SHW : Series 800 : Table 8/7 : Type 3 (open graded) Unbound Mixtures GRADING DOES NOT COMPLY N/A FRACTIONS DO NOT COMPLY
SHW : Series 800 : Table 8/8 : Category B (close graded) Unbound Mixtures GRADING DOES NOT COMPLY N/A FRACTIONS DO NOT COMPLY
SHW : Series 500 : Table 5/5 : Type A GRADING DOES NOT COMPLY N/A FRACTIONS DO NOT COMPLY
SHW : Series 500 : Table 5/5 : Type B GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6C GRADING COMPLIES U / C COMPLIES N/A
SHW : Series 600 : Table 6/5 : Class 6D (other than crushed rock) GRADING DOES NOT COMPLY U / C COMPLIES N/A
SHW : Series 600 : Table 6/5 : Class 6D (crushed rock) GRADING DOES NOT COMPLY U / C COMPLIES N/A
SHW : Series 600 : Table 6/5 : Class 6E GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6R GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6F3 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6F4 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6F5 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6H GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6I GRADING DOES NOT COMPLY U / C DOES NOT COMPLY N/A
SHW : Series 600 : Table 6/5 : Class 6J GRADING DOES NOT COMPLY U / C DOES NOT COMPLY N/A
SHW : Series 600 : Table 6/5 : Class 6K GRADING COMPLIES U / C DOES NOT COMPLY N/A
SHW : Series 600 : Table 6/5 : Class 6L (other than crushed rock) GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6L (crushed rock) GRADING DOES NOT COMPLY N/A N/A
SHW : Series 600 : Table 6/5 : Class 6M GRADING COMPLIES U / C DOES NOT COMPLY N/A
SHW : Series 600 : Table 6/5 : Class 6N GRADING COMPLIES U / C DOES NOT COMPLY N/A
SHW : Series 600 : Table 6/5 : Class 6P GRADING COMPLIES U / C DOES NOT COMPLY N/A
SHW : Series 600 : Table 6/5 : Class 6S GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : Graded 2/14 Gc80-20 GTNR Gravel f1.5 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : Graded 2/14 Gc80-20 GTNR Crushed Rock f4 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : Graded 4/20 Gc80-20 GTNR Gravel f1.5 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : Graded 4/20 Gc80-20 GTNR Crushed Rock f4 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : Graded 4/40 Gc80-20 GTNR Gravel f1.5 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : Graded 4/40 Gc80-20 GTNR Crushed Rock f4 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : SS 4/10 Gc80-20 GTNR Gravel f1.5 GRADING COMPLIES N/A N/A
SHW : Series 500 : Table 5/3 : SS 4/10 Gc80-20 GTNR Crushed Rock f4 GRADING COMPLIES N/A N/A
SHW : Series 500 : Table 5/3 : SS 6/10 Gc80-20 GTNR Gravel f1.5 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : SS 6/10 Gc80-20 GTNR Crushed Rock f4 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : SS 6/14 Gc80-20 GTNR Gravel f1.5 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : SS 6/14 Gc80-20 GTNR Crushed Rock f4 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : SS 10/20 Gc80-20 GTNR Gravel f1.5 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : SS 10/20 Gc80-20 GTNR Crushed Rock f4 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : SS 20/40 Gc80-20 GTNR Gravel f1.5 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/3 : SS 20/40 Gc80-20 GTNR Crushed Rock f4 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : Fine 0/1 GF80 GTFNR Gravel f3 GRADING COMPLIES N/A N/A
SHW : Series 500 : Table 5/4 : Fine 0/1 GF80 GTFNR Crushed Rock f11 GRADING COMPLIES N/A N/A
SHW : Series 500 : Table 5/4 : Fine 0/2 GF80 GTFNR Gravel f3 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : Fine 0/2 GF80 GTFNR Crushed Rock f11 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : Fine 0/4 GF80 GTFNR Gravel f3 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : Fine 0/4 GF80 GTFNR Crushed Rock f11 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : Fine 0/6 GF80 GTFNR Gravel f3 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : Fine 0/6 GF80 GTFNR Crushed Rock f11 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : All-in 0/10 GA80 GTANR Gravel f3 GRADING COMPLIES N/A N/A
SHW : Series 500 : Table 5/4 : All-in 0/10 GA80 GTANR Crushed Rock f11 GRADING COMPLIES N/A N/A
SHW : Series 500 : Table 5/4 : All-in 0/20 GA80 GTANR Gravel f3 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : All-in 0/20 GA80 GTANR Crushed Rock f11 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : All-in 0/40 GA80 GTANR Gravel f3 GRADING DOES NOT COMPLY N/A N/A
SHW : Series 500 : Table 5/4 : All-in 0/40 GA80 GTANR Crushed Rock f11 GRADING DOES NOT COMPLY N/A N/A
REMARKS : Grading Compliances above denoted in Italics may be incorrect should a Supplier "Document and Declare a Variation" . In this instance ACS Testing accept no responsibility for the accuracy of
any Compliance Statements contained herein affected by this "Variation", as many new EN standards allow for this variation facility.
Note: If U/COEF is reported as greater than ">", please treat any SHW Table 6/1 Uniformity Coefficient statements of compliance with caution.
Tested by : Date tested : Approved : Date :
ACS TESTING LIMITED - COMPLIANCE QUERY WITH REGARDS SPECIFICATION FOR HIGHWAY WORKS : VOL. 1 : SERIES 500 / 600 / 800
PARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHOD (Tested in accordance with BS EN 933-1 : 2012)
- UNIFORMITY COEFFICIENT (Calculated) - FRACTION DETERMINATION (Calculated)
20.09.2019 28/09/2019
Approved Signatories : [ ] S J White Head of Laboratories [ ] A Bates Laboratory Manager [ ] K Tiller Technical Manager [ ] M Slater Senior Technician
Note: Uniformity Coefficient = D60/D10
JASJBLJCJSPJOSAS
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Any statement of compliance with a given specification relates only to the test covered by this certificate
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
Unable to state compliance at present for this designation
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Tel 01202 622858Tel 01202 622858Tel 01202 622858Fax 01202 626046Fax 01202 626046Fax 01202 626046Fax 01202 626046
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484608 Head Office Certificate No : 484608-19-56474 / E02 Query
for Concrete Aggs
Found Particle Size Distribution for the above noted Lab. Ref No.
125.00mm 80.00mm 63.00mm 40.00mm 31.50mm 20.00mm 16.00mm 14.00mm 10.00mm 8.00mm 6.30mm 4.00mm 2.80mm 2.00mm 1.00mm 0.50mm 0.250mm 0.125mm 0.063mm
100 100 100 100 100 100 100 100 94 66 35 7 3 2 2 2 1 1 1.0
Uniformity Coefficient = 1.8
Specification Source : Material Description / Designation Grading Compliant ? Uniformity Coefficient Compliant ? Fraction Compliant ?
(if applicable) (if applicable)
BS EN 12620 & PD6682-1 : Table C.1 4/40 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/40 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/20 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/20 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/14 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/14 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 20/40 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 20/40 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 10/20 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 10/20 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 6.3/14 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 6.3/14 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/10 Single Size (Gravel) GRADING COMPLIES N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/10 Single Size (Crushed Rock) GRADING COMPLIES N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/6.3 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/6.3 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/40 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/40 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/20 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/20 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/10 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/10 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/6.3 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/6.3 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
REMARKS : Grading Compliances above denoted in Italics may be incorrect should a Supplier "Document and Declare a Variation" . In this instance ACS Testing accept no responsibility for the accuracy of
any Compliance Statements contained herein. The above are based on OVERALL LIMITS from the noted specification document.
Note : Fines Contents herein as per PD 6682-1 Table 4 ( as for shown herein : Gravel(uncrushed,partial & crushed) / Crushed Rock / Crushed Rock Heavy Duty Floor )
* Heavy Duty Floor = Heavy Duty Floors (Fines requirement for Crushed Rock Sands)
Tested by : Date tested : Approved : Date :
ACS TESTING LIMITED - COMPLIANCE QUERY WITH REGARDS BS EN 12620 & PD 6682-1 Aggregates for Concrete
PARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHOD (Tested in accordance with BS EN 933-1 : 2012)
- UNIFORMITY COEFFICIENT (Calculated) - FRACTION DETERMINATION (Calculated)
20.09.2019 28/09/2019
Approved Signatories : [ ] S J White Head of Laboratories [ ] A Bates Laboratory Manager [ ] K Tiller Technical Manager [ ] M Slater Senior Technician
Note: Uniformity Coefficient = D60/D10
JASJBLJCJSPJOSAS
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Any statement of compliance with a given specification relates only to the test covered by this certificate
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
TTTTeeeellll 00001111222200002222 666622222222888855558888FFFFaaaaxxxx 00001111222200002222 666622226666000044446666
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484609 Head Office Certificate No :
Site sample no. : MW153
Client : Westridge Ltd
Certificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport
Isle of Wight
PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-Site
Client reference/data : Sample 10
Analysis required :
Client's indicated specification(s) : BS EN 12620
Material description : 10/20mm Virgin Aggregate
Nominal dimension : 20 mm
Material type : Crushed Gravel ( Land based )
Comments on sample: None
Size of batch : < 50 ton Sampling plan : G1
Date sampled : Time sampled : 1010
Variation from sampling procedure : None
Description of batch / Location of sample on site : Stockpile
Sketch indicating location points and number of
increments when there is segregation/contamination
or lack of uniformity within the sample material :
Total mass received at laboratory : 35.00 kg
Remarks : None
Name of sampler : MW Approved : Date :
CERTIFICATE OF SAMPLING - AGGREGATE IN ACCORDANCE WITH BS EN 932-1 : 1997
Page 1 of 1
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28/09/2019
484609-19-56474-0-E01
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
PSD (Wet Sieve)
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Tel 01202 622858Tel 01202 622858Tel 01202 622858Fax 01202 626046Fax 01202 626046Fax 01202 626046Fax 01202 626046
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
CERTIFICATE OF TEST - PARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHODTESTED IN ACCORDANCE WITH BS EN 933-1 : 2012
Laboratory reference no(s) : Head Office Certificate No :
Client : Westridge LtdCertificate address :
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-SiteClient reference/data : Sample 10Location of sample on site : StockpileDate sampled :Sampled by : MW Date received :Material description : 10/20mm Virgin AggregateTotal mass received : 35.00 kg Method of preparation : BS EN 932-1 and BS EN 933-1Variation from test procedure : NoneSampling certificate : Yes - See EnclosedClient's indicated specification(s) :
ISO 565 P t
11/09/2019
11/09/2019
19-56474 - 484609 484609-19-56474-E02
BS EN 12620 (PD 6682-1 Table C.1), Coarse Aggregate, 10/20, Category GC 85/20 & (PD 6682-1 Table 4) Fines Content
Lynn Pitt Transfer Station, Briddlesford RoadNewport, Isle of Wight, PO30 2PD
100.0ISO 565 Percentage Specification limits
Sieve aperture passing (Percentage passing)
Actual Lower Upper
125.00mm80.00mm63.00mm40.00mm 100 10031.50mm 98 10020.00mm 85 9916.00mm14.00mm10.00mm 0 208.00mm6.30mm4.00mm 0 52.80mm2.00mm1.00mm0.50mm0.250mm0.125mm0.063mm 0.0 1.5U/COEF 1.5 N/A N/A
Remarks : None
Tested by : Date tested : 20.09.2019 Approved : Date :JASJBLJCPJOSAS
2111
Page 1 of 1
0.7
23/09/2019
100100967761
100100
100
2
14
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
5322
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1 1
10
10
0
Pe
rce
nta
ge
pa
ssin
g
ISO 565 Sieve aperture
Actual Lower Upper
Head Office
Unit 14
Registered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Fax 01202 626046
Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484610 Head Office Certificate No :
Site sample no. : MW154
Client : Westridge Ltd
Certificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport
Isle of Wight
PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-Site
Client reference/data : Sample 11
Analysis required :
Client's indicated specification(s) : BS EN 12620
Material description : 20/40mm Virgin Aggregate
Nominal dimension : 40 mm
Material type : Crushed Gravel ( Land based )
Comments on sample: None
Size of batch : < 50 ton Sampling plan : G1
Date sampled : Time sampled : 1020
Variation from sampling procedure : None
Description of batch / Location of sample on site : Stockpile
Sketch indicating location points and number of
increments when there is segregation/contamination
or lack of uniformity within the sample material :
Total mass received at laboratory : 55.62 kg
Remarks : None
Name of sampler : MW Approved : Date :
CERTIFICATE OF SAMPLING - AGGREGATE IN ACCORDANCE WITH BS EN 932-1 : 1997
Page 1 of 1
11/09/2019
28/09/2019
484610-19-56474-0-E01
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
PSD (Wet Sieve)
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Tel 01202 622858Tel 01202 622858Tel 01202 622858Fax 01202 626046Fax 01202 626046Fax 01202 626046Fax 01202 626046
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
CERTIFICATE OF TEST - PARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHODTESTED IN ACCORDANCE WITH BS EN 933-1 : 2012
Laboratory reference no(s) : Head Office Certificate No :
Client : Westridge Ltd
Certificate address :
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-Site
Client reference/data : Sample 11
Location of sample on site : Stockpile
Date sampled :
Sampled by : MW
Date received :
Material description : 20/40mm Virgin Aggregate
Total mass received : 55.62 kg
Method of preparation : BS EN 932-1 and BS EN 933-1
Variation from test procedure : None
Sampling certificate : Yes - See Enclosed
Client's indicated specification(s) :
ISO 565 Percentage Specification limits
Sieve aperture passing (Percentage passing)
Actual Lower Upper
125.00mm
80.00mm 100 100
63.00mm 98 100
40.00mm 85 99
31.50mm
20.00mm 0 20
16.00mm
14.00mm
10.00mm 0 5
8.00mm
6.30mm
4.00mm
2.80mm
2.00mm1.00mm
0.50mm
0.250mm
0.125mm
0.063mm 0.0 1.5
U/COEF 1.6 N/A N/A
Remarks : None
Tested by : Date tested : 20.09.2019 Approved : Date :JASJBLJCJSPJOSAS
2
11
1
Page 1 of 1
1.0
28/09/2019
100
75
13
5
4
100
100
11/09/2019
11/09/2019
19-56474 - 484610 484610-19-56474-E02
BS EN 12620 (PD 6682-1 Table C.1), Coarse Aggregate, 20/40, Category GC 85/20 & (PD
6682-1 Table 4) Fines Content
100
Lynn Pitt Transfer Station, Briddlesford Road
Newport, Isle of Wight, PO30 2PD
2
3
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
3
2
2
2
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
0.0
1
0.1 1
10
10
0
Pe
rce
nta
ge
pa
ssin
g
ISO 565 Sieve aperture
Actual Lower Upper
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
TTTTeeeellll 00001111222200002222 666622222222888855558888FFFFaaaaxxxx 00001111222200002222 666622226666000044446666
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484611 Head Office Certificate No :
Site sample no. : MW155
Client : Westridge Ltd
Certificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport
Isle of Wight
PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-Site
Client reference/data : Sample 12
Analysis required :
Client's indicated specification(s) : BS EN 12620: Query
Material description : Virgin Grit Sand
Nominal dimension : 4 mm
Material type : Sand ( Land based )
Comments on sample: None
Size of batch : < 50 ton Sampling plan : G1
Date sampled : Time sampled : 1030
Variation from sampling procedure : None
Description of batch / Location of sample on site : Stockpile
Sketch indicating location points and number of
increments when there is segregation/contamination
or lack of uniformity within the sample material :
Total mass received at laboratory : 23.30 kg
Remarks : None
Name of sampler : MW Approved : Date :
CERTIFICATE OF SAMPLING - AGGREGATE IN ACCORDANCE WITH BS EN 932-1 : 1997
Page 1 of 1
11/09/2019
28/09/2019
484611-19-56474-0-E01
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
PSD (Wet Sieve)
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Tel 01202 622858Tel 01202 622858Tel 01202 622858Fax 01202 626046Fax 01202 626046Fax 01202 626046Fax 01202 626046
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
CERTIFICATE OF TEST - PARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHODTESTED IN ACCORDANCE WITH BS EN 933-1 : 2012
Laboratory reference no(s) : Head Office Certificate No :
Client : Westridge LtdCertificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport, Isle of Wight, PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-SiteClient reference/data : Sample 12Location of sample on site : StockpileDate sampled :Sampled by : MW Date received :Material description : Virgin Grit SandTotal mass received : 23.30 kgMethod of preparation : BS EN 932-1 and BS EN 933-1Variation from test procedure : NoneSampling certificate : Yes - See EnclosedClient's indicated specification(s) :
11/09/2019
11/09/2019
19-56474 - 484611 484611-19-56474-E02-Query
BS EN 12620: Query
100.0ISO 565 Percentage Specification limits
Sieve aperture passing (Percentage passing)
Actual Lower Upper
125.00mm80.00mm63.00mm40.00mm31.50mm20.00mm16.00mm14.00mm10.00mm8.00mm6.30mm4.00mm2.80mm2.00mm1.00mm0.50mm
0.250mm0.125mm0.063mm
Remarks : See attached compliance queryUniformity Coefficient = 2.6 Note: Uniformity Coefficient = D60/D10
Tested by : Date tested : 20.09.2019 Approved : Date :
Page 1 of 1
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Any statement of compliance with a given specification relates only to the test covered by this certificate
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
100
100100100
100
100100
100
8157
10010010098
23/09/2019
14321
0.4
JASJBLJCPJOSAS
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
0.01 0.
1 1 10 100
Per
cent
age
pass
ing
ISO 565 Sieve aperture
Actual
Head Office
Unit 14
Registered Office
Unit 14Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Fax 01202 626046
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484611 Head Office Certificate No : 484611-19-56474 / E02 Queryfor Concrete Aggs
Found Particle Size Distribution for the above noted Lab. Ref No.
125.00mm 80.00mm 63.00mm 40.00mm 31.50mm 20.00mm 16.00mm 14.00mm 10.00mm 8.00mm 6.30mm 4.00mm 2.80mm 2.00mm 1.00mm 0.50mm 0.250mm 0.125mm 0.063mm
100 100 100 100 100 100 100 100 100 100 100 98 81 57 14 3 2 1 0.4
Uniformity Coefficient = 2.6
Specification Source : Material Description / Designation Grading Compliant ? Uniformity Coefficient Compliant ? Fraction Compliant ?
(if applicable) (if applicable)
BS EN 12620 & PD6682-1 : Table C.1 4/40 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/40 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/20 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/20 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/14 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/14 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 20/40 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 20/40 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 10/20 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 10/20 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 6.3/14 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 6.3/14 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/10 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/10 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C 1 2/6 3 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
Note: Uniformity Coefficient = D60/D10
ACS TESTING LIMITED - COMPLIANCE QUERY WITH REGARDS BS EN 12620 & PD 6682-1 Aggregates for ConcretePARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHOD (Tested in accordance with BS EN 933-1 : 2012)
- UNIFORMITY COEFFICIENT (Calculated) - FRACTION DETERMINATION (Calculated)
BS EN 12620 & PD6682 1 : Table C.1 2/6.3 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/6.3 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/40 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/40 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/20 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/20 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/10 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/10 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/6.3 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/6.3 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
REMARKS : Grading Compliances above denoted in Italics may be incorrect should a Supplier "Document and Declare a Variation" . In this instance ACS Testing accept no responsibility for the accuracy of
any Compliance Statements contained herein. The above are based on OVERALL LIMITS from the noted specification document.Note : Fines Contents herein as per PD 6682-1 Table 4 ( as for shown herein : Gravel(uncrushed,partial & crushed) / Crushed Rock / Crushed Rock Heavy Duty Floor )* Heavy Duty Floor = Heavy Duty Floors (Fines requirement for Crushed Rock Sands)
Tested by : Date tested : Approved : Date :JASJBLJCPJOSAS
This report shall not be reproduced except in full without prior written approval of the laboratory
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Any statement of compliance with a given specification relates only to the test covered by this certificate
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
20.09.2019 23/09/2019
Approved Signatories : [ ] S J White Head of Laboratories [ ] A Bates Laboratory Manager [ ] K Tiller Technical Manager [ ] M Slater Senior Technician
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Head Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Fax 01202 626046
Registered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484612 Head Office Certificate No :
Site sample no. : MW156
Client : Westridge Ltd
Certificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport
Isle of Wight
PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-Site
Client reference/data : Sample 13
Analysis required :
Client's indicated specification(s) : BS EN 12620 & BS EN 13139: Query
Material description : Virgin Sand
Nominal dimension : 4 mm
Material type : Sand ( Land based )
Comments on sample: None
Size of batch : < 50 ton Sampling plan : G1
Date sampled : Time sampled : 1040
Variation from sampling procedure : None
Description of batch / Location of sample on site : Stockpile
Sketch indicating location points and number of
increments when there is segregation/contamination
or lack of uniformity within the sample material :
Total mass received at laboratory : 23.21 kg
Remarks : None
Name of sampler : MW Approved : Date :
CERTIFICATE OF SAMPLING - AGGREGATE IN ACCORDANCE WITH BS EN 932-1 : 1997
Page 1 of 1
11/09/2019
28/09/2019
484612-19-56474-0-E01
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
PSD (Wet Sieve)
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Head OfficeHead OfficeHead OfficeHead Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Tel 01202 622858Tel 01202 622858Tel 01202 622858Fax 01202 626046Fax 01202 626046Fax 01202 626046Fax 01202 626046
Registered OfficeRegistered OfficeRegistered OfficeRegistered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
CERTIFICATE OF TEST - PARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHODTESTED IN ACCORDANCE WITH BS EN 933-1 : 2012
Laboratory reference no(s) : Head Office Certificate No :
Client : Westridge LtdCertificate address : Lynn Pitt Transfer Station, Briddlesford Road
Newport, Isle of Wight, PO30 2PD
Contract : Lynn Pit Transfer Station
Source of material (as indicated by client) : Ex-SiteClient reference/data : Sample 13Location of sample on site : StockpileDate sampled :Sampled by : MW Date received :Material description : Virgin SandTotal mass received : 23.21 kgMethod of preparation : BS EN 932-1 and BS EN 933-1Variation from test procedure : NoneSampling certificate : Yes - See EnclosedClient's indicated specification(s) :
11/09/2019
11/09/2019
19-56474 - 484612 484612-19-56474-E02-Query
BS EN 12620 & BS EN 13139: Query
100.0ISO 565 Percentage Specification limits
Sieve aperture passing (Percentage passing)
Actual Lower Upper
125.00mm80.00mm63.00mm40.00mm31.50mm20.00mm16.00mm14.00mm10.00mm8.00mm6.30mm4.00mm2.80mm2.00mm1.00mm0.50mm
0.250mm0.125mm0.063mm
Remarks : See attached compliance queryUniformity Coefficient = 4.8 Note: Uniformity Coefficient = D60/D10
Tested by : Date tested : 20.09.2019 Approved : Date :
Page 1 of 1
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Any statement of compliance with a given specification relates only to the test covered by this certificate
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
This report shall not be reproduced, except in full, without prior written approval of the laboratory
100
100100100
100
100100
100
100100
100100100100
23/09/2019
997752328.7
JASJBLJCPJOSAS
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
0.01 0.
1 1 10 100
Per
cent
age
pass
ing
ISO 565 Sieve aperture
Actual
Head Office
Unit 14
Registered Office
Unit 14Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Fax 01202 626046
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484612 Head Office Certificate No : 484612-19-56474 / E02 Queryfor Concrete Aggs
Found Particle Size Distribution for the above noted Lab. Ref No.
125.00mm 80.00mm 63.00mm 40.00mm 31.50mm 20.00mm 16.00mm 14.00mm 10.00mm 8.00mm 6.30mm 4.00mm 2.80mm 2.00mm 1.00mm 0.50mm 0.250mm 0.125mm 0.063mm
100 100 100 100 100 100 100 100 100 100 100 100 100 100 99 77 52 32 8.7
Uniformity Coefficient = 4.8
Specification Source : Material Description / Designation Grading Compliant ? Uniformity Coefficient Compliant ? Fraction Compliant ?
(if applicable) (if applicable)
BS EN 12620 & PD6682-1 : Table C.1 4/40 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/40 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/20 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/20 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/14 Graded (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/14 Graded (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 20/40 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 20/40 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 10/20 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 10/20 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 6.3/14 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 6.3/14 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/10 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 4/10 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C 1 2/6 3 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
Note: Uniformity Coefficient = D60/D10
ACS TESTING LIMITED - COMPLIANCE QUERY WITH REGARDS BS EN 12620 & PD 6682-1 Aggregates for ConcretePARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHOD (Tested in accordance with BS EN 933-1 : 2012)
- UNIFORMITY COEFFICIENT (Calculated) - FRACTION DETERMINATION (Calculated)
BS EN 12620 & PD6682 1 : Table C.1 2/6.3 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table C.1 2/6.3 Single Size (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/40 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/40 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/20 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/20 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/10 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/10 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/6.3 All-in (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table E.1 0/6.3 All-in (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 CP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/4 MP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 MP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Crushed Rock) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/2 FP (Crushed Rock) Heavy Duty Floor* GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Gravel) GRADING DOES NOT COMPLY N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Crushed Rock) GRADING COMPLIES N/A N/A
BS EN 12620 & PD6682-1 : Table D.1 0/1 FP (Crushed Rock) Heavy Duty Floor* GRADING COMPLIES N/A N/A
REMARKS : Grading Compliances above denoted in Italics may be incorrect should a Supplier "Document and Declare a Variation" . In this instance ACS Testing accept no responsibility for the accuracy of
any Compliance Statements contained herein. The above are based on OVERALL LIMITS from the noted specification document.Note : Fines Contents herein as per PD 6682-1 Table 4 ( as for shown herein : Gravel(uncrushed,partial & crushed) / Crushed Rock / Crushed Rock Heavy Duty Floor )* Heavy Duty Floor = Heavy Duty Floors (Fines requirement for Crushed Rock Sands)
Tested by : Date tested : Approved : Date :JASJBLJCPJOSAS
This report shall not be reproduced except in full without prior written approval of the laboratory
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Any statement of compliance with a given specification relates only to the test covered by this certificate
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
20.09.2019 23/09/2019
Approved Signatories : [ ] S J White Head of Laboratories [ ] A Bates Laboratory Manager [ ] K Tiller Technical Manager [ ] M Slater Senior Technician
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Head Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE
Tel 01202 622858Fax 01202 626046
Registered Office
Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658
Laboratory reference no(s) : 19-56474 - 484612 Head Office Certificate No : 484612-19-56474 / E02 Queryfor Mortar Aggs
Found Particle Size Distribution for the above noted Lab. Ref No.
125.00mm 80.00mm 63.00mm 40.00mm 31.50mm 20.00mm 16.00mm 14.00mm 10.00mm 8.00mm 6.30mm 4.00mm 2.80mm 2.00mm 1.00mm 0.50mm 0.250mm 0.125mm 0.063mm
100 100 100 100 100 100 100 100 100 100 100 100 100 100 99 77 52 32 8.7
Uniformity Coefficient = 4.8
Specification Source : Material Description / Designation Grading Compliant ? Uniformity Coefficient Compliant ? Fraction Compliant ?
(if applicable) (if applicable)
BS EN 13139 & PD 6682-3 Table B.1 0/2 FP, Cat 2 (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/2 FP, Cat 3 (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/2 FP, Cat 4{Crushed Rock} (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/2 MP, Cat 2 (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/2 MP, Cat 3 (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/2 MP, Cat 4{Crushed Rock} (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/2 FP, Cat 2 (Plastering&Rendering) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/2 MP, Cat 2 (Plastering&Rendering) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/2 CP, Cat 2 (Plastering&Rendering) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/4 FP, Cat 2 (Plastering&Rendering) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/4 MP, Cat 2 (Plastering&Rendering) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/4 CP, Cat 2 (Plastering&Rendering) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/4 MP, Cat 1 (Levelling Screed) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/4 CP, Cat 1 (Levelling Screed) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/8 MP, Cat 1 (Levelling Screed) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/8 CP, Cat 1 (Levelling Screed) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682 3 T bl B 1 0/1 FP C 2 (M ) GRADING DOES NOT COMPLY N/A N/A
Note: Uniformity Coefficient = D60/D10
ACS TESTING LIMITED - COMPLIANCE QUERY WITH REGARDS BS EN 13139 & PD 6682-3 Aggregates for MortarPARTICLE SIZE DISTRIBUTION BY WASHING & SIEVING METHOD (Tested in accordance with BS EN 933-1 : 2012)
- UNIFORMITY COEFFICIENT (Calculated) - FRACTION DETERMINATION (Calculated)
BS EN 13139 & PD 6682-3 Table B.1 0/1 FP, Cat 2 (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/1 FP, Cat 3 (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/1 FP, Cat 4{Crushed Rock} (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/1 MP, Cat 2 (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/1 MP, Cat 3 (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0/1 MP, Cat 4{Crushed Rock} (Masonry) GRADING DOES NOT COMPLY N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0 GRADING COMPLIES N/A N/A
BS EN 13139 & PD 6682-3 Table B.1 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
0 0 GRADING COMPLIES N/A N/A
REMARKS : Grading Compliances above denoted in Italics may be incorrect should a Supplier "Document and Declare a Variation" . In this instance ACS Testing accept no responsibility for the accuracy of
any Compliance Statements contained herein. The above are based on OVERALL LIMITS from the noted specification document.Note : Fines Contents herein as per BS EN 13139 Table 4 & PD 6682-3 ( as for shown herein : Cat 1, 2, 3 + 4. Relates to 3%, 5%, 8% and 30% respectively )
Tested by : Date tested : Approved : Date :JASJBLJCPJOSAS
This report shall not be reproduced, except in full, without prior written approval of the laboratory
Bulk samples will be retained for a minimum of 21 days from date of receipt unless a written instruction is received within 14 days of receipt requesting sample retention
Any statement of compliance with a given specification relates only to the test covered by this certificate
Opinions and interpretations, if stated, are not within the scope of our UKAS accreditation
20.09.2019 23/09/2019
Approved Signatories : [ ] S J White Head of Laboratories [ ] A Bates Laboratory Manager [ ] K Tiller Technical Manager [ ] M Slater Senior Technician
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