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

Page 1 of 1

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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 :



Newport, Isle of Wight, PO30 2PD




Location of sample on site : Stockpile

Date sampled :

Sampled by : MW

Date received :


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 :

Page 1 of 1

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1

< 1

< 1

< 10.4

JASJCJSPJOSAS

100

2

2

98

75

46

8

19-56474 - 484600 484600-19-56474-E02-Query

BS EN 12620

100

100

100


Any statement of compliance with a given specification relates only to the test covered by this certificate



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



TTTTeeeellll 00001111222200002222 666622222222888855558888FFFFaaaaxxxx 00001111222200002222 666622226666000044446666



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 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 : 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 5/4 : 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 : 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



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





Unable to state compliance at present for this designation







for Concrete Aggs



100 100 100 100 100 100 100 100 98 75 46 8 2 2 1 < 1 < 1 < 1 0.4



(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 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 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 0/6.3 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 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





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)


ACS TESTING LIMITED - COMPLIANCE QUERY WITH REGARDS BS EN 12620 & PD 6682-1 Aggregates for Concrete



20.09.2019 28/09/2019



JASJCJSPJOSAS














Newport

Isle of Wight

PO30 2PD




Analysis required :














Remarks : None



Page 1 of 1

11/09/2019

28/09/2019

484601-19-56474-0-E01


PSD (Wet Sieve)










Client : Westridge LtdCertificate address :


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


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

221

< 1.0

Page 1 of 1

0.8

23/09/2019

100100938268

100100

100

2

15




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


Actual Lower Upper

Head Office

Unit 14

Registered Office


Tel 01202 622858Fax 01202 626046

Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LEACS Testing LimitedRegistered in England and Wales No. 4639658





Newport

Isle of Wight

PO30 2PD




Analysis required :














Remarks : None



Page 1 of 1

11/09/2019

28/09/2019

484602-19-56474-0-E01


PSD (Wet Sieve)












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





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




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


Actual Lower Upper

Head Office

Unit 14

Registered Office


Tel 01202 622858Fax 01202 626046






Newport

Isle of Wight

PO30 2PD




Analysis required :

Client's indicated specification(s) : BS EN 12620: Query

Material description : Recycled Grit Sand












Remarks : None



Page 1 of 1

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28/09/2019

484603-19-56474-0-E01


PSD (Wet Sieve)










Client : Westridge LtdCertificate address : Lynn Pitt Transfer Station, Briddlesford Road



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



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


Page 1 of 1





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


Actual

Head Office

Unit 14

Registered Office

Unit 14Unit 14Blackhill Road WestHolton Heath Trading ParkPooleDorset BH16 6LE

Tel 01202 622858Fax 01202 626046


Laboratory reference no(s) : 19-56474 - 484603 Head Office Certificate No : 484603-19-56474 / E02 Queryfor Concrete Aggs



100 100 100 100 100 100 100 100 100 100 100 95 85 66 32 10 5 3 1.8


















BS EN 12620 & PD6682-1 : Table C 1 2/6 3 Single Size (Gravel) GRADING DOES NOT COMPLY N/A N/A


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)


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 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














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




20.09.2019 23/09/2019



Head Office


Tel 01202 622858Fax 01202 626046

Registered Office






Newport

Isle of Wight

PO30 2PD




Analysis required :

Client's indicated specification(s) : BS EN 12620 & BS EN 13139: Query

Material description : Recycled Sand












Remarks : None



Page 1 of 1

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28/09/2019

484604-19-56474-0-E01


PSD (Wet Sieve)













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



Actual Lower Upper


0.250mm0.125mm0.063mm



Page 1 of 1





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


Actual

Head Office

Unit 14

Registered Office


Tel 01202 622858Fax 01202 626046





100 100 100 100 100 100 100 100 100 100 100 100 100 99 99 91 66 29 8.7










































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











20.09.2019 23/09/2019



Head Office


Tel 01202 622858Fax 01202 626046

Registered Office


Laboratory reference no(s) : 19-56474 - 484604 Head Office Certificate No : 484604-19-56474 / E02 Queryfor Mortar Aggs



100 100 100 100 100 100 100 100 100 100 100 100 100 99 99 91 66 29 8.7




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 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 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 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 T bl B 1 0/1 FP C 2 (M ) GRADING DOES NOT COMPLY N/A N/A


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)




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 GRADING COMPLIES N/A N/A


0 0 GRADING COMPLIES N/A N/A
















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 )






20.09.2019 23/09/2019


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






Newport

Isle of Wight

PO30 2PD




Analysis required :

Client's indicated specification(s) : SHW: Series 800: Sub-Base Type 1

Material description : Recycled Subbase Type 1












Remarks : None



Page 1 of 1

11/09/2019

28/09/2019

484605-19-56474-0-E01


PSD (Wet Sieve)













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) :


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


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


Page 1 of 1

1813107

4.6FRACTIONS (differences in values passing selected sieves)

JASJCJSPJOSAS 23/09/2019


2824

36323230

100

100100



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


Actual Lower Upper

Head Office

Unit 14

Registered Office


Tel 01202 622858Fax 01202 626046






Newport

Isle of Wight

PO30 2PD




Analysis required :


Material description : Recycled Ballast

Nominal dimension : <40 mm











Remarks : None



Page 1 of 1

11/09/2019

28/09/2019

484606-19-56474-0-E01


PSD (Wet Sieve)












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




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




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


Actual Lower Upper

Head Office

Unit 14

Registered Office


Tel 01202 622858Fax 01202 626046






Newport

Isle of Wight

PO30 2PD




Analysis required :

Client's indicated specification(s) : DNS

Material description : Washed Clay Recycled












Remarks : None



Page 1 of 1

11/09/2019

28/09/2019

484607-19-56474-0-E01


PSD (Wet Sieve)












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




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




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


Actual Lower Upper

Head Office

Unit 14

Registered Office


Tel 01202 622858Fax 01202 626046






Newport

Isle of Wight

PO30 2PD




Analysis required :


Material description : 6/10mm Virgin Aggregate


Material type : Crushed Gravel ( Land based )










Remarks : None



Page 1 of 1

11/09/2019

28/09/2019

484608-19-56474-0-E01


PSD (Wet Sieve)

















Date sampled :

Sampled by : MW

Date received :









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


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





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


Actual







for S.H.W. Materials



100 100 100 100 100 100 100 100 94 66 35 7 3 2 2 2 1 1 1.0



(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 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 : 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 5/4 : 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 : 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






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.


ACS TESTING LIMITED - COMPLIANCE QUERY WITH REGARDS SPECIFICATION FOR HIGHWAY WORKS : VOL. 1 : SERIES 500 / 600 / 800



20.09.2019 28/09/2019



JASJBLJCJSPJOSAS





Unable to state compliance at present for this designation







for Concrete Aggs



100 100 100 100 100 100 100 100 94 66 35 7 3 2 2 2 1 1 1.0
















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


























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)


ACS TESTING LIMITED - COMPLIANCE QUERY WITH REGARDS BS EN 12620 & PD 6682-1 Aggregates for Concrete



20.09.2019 28/09/2019



JASJBLJCJSPJOSAS














Newport

Isle of Wight

PO30 2PD




Analysis required :














Remarks : None



Page 1 of 1

11/09/2019

28/09/2019

484609-19-56474-0-E01


PSD (Wet Sieve)












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





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




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


Actual Lower Upper

Head Office

Unit 14

Registered Office


Tel 01202 622858Fax 01202 626046






Newport

Isle of Wight

PO30 2PD




Analysis required :














Remarks : None



Page 1 of 1

11/09/2019

28/09/2019

484610-19-56474-0-E01


PSD (Wet Sieve)











Certificate address :





Date sampled :

Sampled by : MW

Date received :









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


2

3




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


Actual Lower Upper










Newport

Isle of Wight

PO30 2PD




Analysis required :

Client's indicated specification(s) : BS EN 12620: Query

Material description : Virgin Grit Sand


Material type : Sand ( Land based )










Remarks : None



Page 1 of 1

11/09/2019

28/09/2019

484611-19-56474-0-E01


PSD (Wet Sieve)













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



Actual Lower Upper


0.250mm0.125mm0.063mm



Page 1 of 1





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


Actual

Head Office

Unit 14

Registered Office


Tel 01202 622858Fax 01202 626046





100 100 100 100 100 100 100 100 100 100 100 98 81 57 14 3 2 1 0.4

















































Tested by : Date tested : Approved : Date :JASJBLJCPJOSAS





20.09.2019 23/09/2019



Head Office


Tel 01202 622858Fax 01202 626046

Registered Office






Newport

Isle of Wight

PO30 2PD




Analysis required :

Client's indicated specification(s) : BS EN 12620 & BS EN 13139: Query

Material description : Virgin Sand


Material type : Sand ( Land based )










Remarks : None



Page 1 of 1

11/09/2019

28/09/2019

484612-19-56474-0-E01


PSD (Wet Sieve)













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



Actual Lower Upper


0.250mm0.125mm0.063mm



Page 1 of 1





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


Actual

Head Office

Unit 14

Registered Office


Tel 01202 622858Fax 01202 626046





100 100 100 100 100 100 100 100 100 100 100 100 100 100 99 77 52 32 8.7













































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








20.09.2019 23/09/2019



Head Office


Tel 01202 622858Fax 01202 626046

Registered Office


Laboratory reference no(s) : 19-56474 - 484612 Head Office Certificate No : 484612-19-56474 / E02 Queryfor Mortar Aggs



100 100 100 100 100 100 100 100 100 100 100 100 100 100 99 77 52 32 8.7




















BS EN 13139 & PD 6682 3 T bl B 1 0/1 FP C 2 (M ) GRADING DOES NOT COMPLY N/A N/A


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)


























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 )






20.09.2019 23/09/2019


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


Date post:	18-Mar-2021
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