pts1019-18-e-04 sg
DESCRIPTION
WN6 7ER Contract : Job No. : PTS1019-18-E-04 Laboratory Number : J.Hopkinson(Senior Technician) Deviations from Test Method (Gas Jar Method) Signed Determination of Particle Density to BS1377-2:1990 Sample Details Average Paticle Density Wigan C70 V2 02/09 Sandy Clay Page 1 of 1 Sample Prepared in accordance with BS1377-1 Cl 7.3, 7.4 Test Results Report No.: Report Date : Material Description : 29/11/10 Client Ref. : Springfield 2.65TRANSCRIPT
Pavement Testing Services Ltd Unit 7 Cowling Business Park Canal Side Chorley PR6 0QL
4076 T: 01257 233 242 F: 01257 234 744 E: [email protected]
Material Description :
Type of sample: BulkOrientaion: N/A
2.65
Sample Prepared in accordance with BS1377-1 Cl 7.3, 7.4
29/11/10
C70 V2 02/09
Springfield
WN6 7ER
Laboratory Test ReportDetermination of Particle Density to BS1377-2:1990
Client :Client Address :
Amtech45 Lyon Road
(Gas Jar Method)
Wigan
Date Sampled : Sampled By :
Contract :Job No. :
Sample Details
Client Ref. :Laboratory Number :
Report No.:
Date Received :Date of Test :
SiteStockpile23/11/10Client23/11/1026/11/10
Source :Sample Location :
J.Hopkinson(Senior Technician)
Venture FieldsPTS1019-18-E
Sandy Clay
Test Results
Average Paticle Density
Lab/10/3611SG3
PTS1019-18-E-04
Deviations from Test Method
Report Date :
Page 1 of 1
Comments
Signed