concrete compression test report imastermix.co.nz/.../12/fire-mortar-test-reports.pdf · concrete...
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I .
CONCRETE COMPRESSIONTEST REPORT
Project :Location:Client:Contractor :Sampled by :Date sampled:Sampling method:Sample description:Sample conditionSource:Grade:Actual slump (mm) :Specified slump (mm) : -
Material EvaluationFoxton Plant
Mastermix and Packaging Ltd.Mastermix and Packaging Ltd.Client23/07/07UnknownFire Mortar
30kg BagClient
Project No :Lab Ref No :Oient Ref No :
5WT033.M5
2726 (Report 2726.1)Fire Mortar
Comments
Water added:-135ml per kg.
Cylinders were moulded to NZS 3112:Part 2: Section 33.4.1b, Compaction by Vibrating table3.4.2a, Hardened vertically
Date reported: 20/09/07 This report may only be reproduced in full
ApprovedRJones ~ /
Laboratory . r28/09/0
Designation:Date:
.~~.~.~??~.~.~.~.(.??.e~~~.1 :P~g~J..2q
i OpusInternationalConsultantsLimitedi WanganuiOffice! QualityManagementSystemsCertifiedto ISO9001
OpusHouse,104GuytonStreetPOBox654
Wanganui,NewZealand
i Telephone(06)349 6600
i Facsimile(06)348 4601
i Websitewww.opus.co.nz
Test ResultsLab reterence noClient reference no 1 2
Date made 23/08/07 23/08/07Date tested 27/08/07 27/08/07Age of material (days) 4 4Average diameter (mm) 99.8 99.9
Length (mm) 199.4 199.7Mass of block in air (g) 3663 3665Design stren (MPa)Density (kg/m') 2330 2330Height diameter ratio 2.00 2.00
Compressive strength (MPa) 51.0 53.0
Ends capped ONE ONEDefects prior to testing NIL NIL
Test Methods Notes
Compression, NZS 3112 : 1986, Pt 2 Clause 6 See report LR2726.2 and LR2726.3 for 7 and 28 day strengths.Density, NZS 3112 : 1986, Pt 3 Clause 5Capping NZS 3112 : 1986, Pt 2 Clause 4 (amendment No 2 2000)
CONCRETE COMPRESSIONTEST REPORT
Material EvaluationFoxton PlantMastermix and Packaging Ltd.Mastermix and Packaging Ltd.Client23/07/07UnknownFire Mortar30k~ Ba~Client
Project :Location:Client:Contractor:
Sampled by :Date sampled:Sampling method:Sample description:Sample conditionSource:Grade:
Actual slump (mm) :Specified slump (mm) : -
Project No :Lab RefNo:ClientRefNo:
5WT033.M5
2726(Report 2726.2)Fire Mortar
Comments
Water added:-13Sml per kg.
Cylinders were moulded to NZS 3112:Part 2: Section 33.4.1b, Compaction by Vibrating table3.4.2a, Hardened vertically
Date reported: 20/09/07
Approved
This report may only be reproduced in full
Designation:Date:
RJones ~Laboratory r28/09/07
.~.~~.~~~.~.~.~(,~.e~~.! r.~g~..l..!?t)
! OpusInternationalConsultantsLimitedi WanganuiOffice: Quality Management Systems Certified to ISO 9001
OpusHouse, 104Guy/onStreetPOBox 654
Wanganui,NewZealand
i Telephone(06)349 6600
i Facsimile(06) 3484601
I Websilewww.opus.co.nz
Test ResultsLab reference noClient reference no 3 4
Date made 23/08/07 23/08/07Date tested 30/08/07 30/08/07Age of material (days) 7 7Average diameter (mm) 103.0 99.9
Length (mm) 202.8 199.7Mass of block in air (g) 3968 3677Design strength (MPa)Density (kg/mO) 2340 2340
Height diameter ratio 1.97 2.00
Compressive strength (MPa) 59.0 61.0
Endscapped ONE ONEDefects prior to testing NIL NIL
Test Methods Notes
Compression, NZ5 3112 : 1986, Pt 2 Clause 6 See report LR2726.1 and LR2726.3 for 4 and 28 day strengths.
Density, NZS 3112 : 1986, Pt 3 Clause 5Capping NZ5 3112 : 1986, Pt 2 Clause 4 (amendment No 2 2000)
CONCRETE COMPRESSIONTEST REPORT
Material EvaluationFoxton PlantMastermix and Packaging Ltd.Mastermix and Packaging Ltd.Client23/07/07UnknownFire Mortar30kg BagClient
Project :Location:Client:Contractor:
Sampled by :Date sampled:Sampling method:Sample description:Sample conditionSource:Grade:
Actual slump (mm) :Specified slump (mm) : -
Project No :Lab Ref No :Oient Ref No :
SWT033.MS
2726 (Report 2726.3)Fire Mortar
Comments
Water added:-135ml per kg.
Cylinders were moulded to NZS 3112:Part 2: Section 33.4.1b, Compaction by Vibrating table3.4.2a, Hardened vertically
Date reported: 20/09/07 This report may only be reproduced in full
IANZ Approved SignatoryRJones ~Designation: Laboratory "
Date: 28/09/07lA
All tests reportedherein have been
0 '='" performed in accordance
I ~ with the laboratory's-Iab-- scope of accreditation
ora~ory
.~.~~.~~~.~.~.~(~!.:??~.! , ,., ~!!!g~J..9.f.)
! OpUSInternational Consultants Limited
! WanganuiOffice~Quality Management Systems Certified to ISO 9001
OpusHouse,104GuytonStreetPOBox654
Wanganui,NewZealand
! Telephone(06)349 6600
! Facsimile (06) 3484601
i Website www.opus.co.nz
Test ResultsLab reference noClient reference no 5 6
Date made 23/08/07 23/08/07Date tested 20/09/07 20/09/07Age of material (days) 28 28Average diameter (mm) 99.9 100.0
Length (mm) 199.8 199.4Mass of block in air (g) 3684 3671Design strength (MPa)Density (kg/m") 2340 2340Height diameter ratio 2.00 1.99
Compressive strength (MPa) 69.5 69.5
Ends capped ONE ONE
Defects prior to testing NIL NIL
Test Methods Notes
Compression, NZS 3112 : 1986, Pt 2 Clause 6 See report LR2726.1 and LR2726.2 for 4 and 7 day strengths.Density, NZS 3112: 1986, Pt 3 Clause 5Capping NZS 3112 : 1986, Pt 2 Clause 4 (amendment No 2 2000)