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Supervisorlab directordy director concrete laboratory

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supervisor(lab)Director/Dy. Director Concrete Laboratory
Plain and Reinforced Concrete LaboratoryDepartment of Civil EngineeringUniversity of Engineering and Technology, LahorePhone Nos. 042-99029202, 042-990292171098To:M/s Muzaffar Sons Construction(Pvt.) LtdDr. UmbreenLahore.Project: Bhimra TextileOur Ref. No. CL/CED/2930Dated:28-04-21Your Ref. No.NilDated:21-04-21COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/PaversSpecimens received on:21-04-21Tested on:27-04-21in dry/wet conditionSr. No.Mark*Casting Date*SizeWeightArea ofUltimateUltimateRemarks/Wet Weight(in)(lbs./gms)X-SectionloadStress(gms)(Sq. in)(Tons/lbs)(Psi)1Columns (C2)(1:1.5:3)30320216x6x68.336885480Engraved2Columns (C2)(1:1.5:3)30320216x6x68.336734550Non Engraved34578910111213141516Results can also be seen on website * as engraved on the specimens (if any)** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength**** ACI318-08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strengthNote: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mixproportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended tobe interpreted in the light of above factors by the engineer.supervisor(lab)Director/Dy. Director Concrete Laboratory
Plain and Reinforced Concrete LaboratoryDepartment of Civil EngineeringUniversity of Engineering and Technology, LahorePhone Nos. 042-99029202, 042-990292171098To:M/s Muzaffar Sons Construction(Pvt.) LtdDr. UmbreenLahore.Project: HAC AGRI Ltd.Our Ref. No. CL/CED/2931Dated:28-04-21Your Ref. No.NilDated:21-04-21COMPRESSION TEST REPORTConcrete Cubes/Concrete Cylinders/Bricks/Cores/Tuff Tiles/PaversSpecimens received on:21-04-21Tested on:27-04-21in dry/wet conditionSr. No.Mark*Casting Date*SizeWeightArea ofUltimateUltimateRemarks/Wet Weight(in)(lbs./gms)X-SectionloadStress(gms)(Sq. in)(Tons/lbs)(Psi)1Footing (F2) (1:2:4)23320216x6x69361147100Engraved2Footing (F2) (1:2:4)23320216x6x69361207470Engraved34578910111213141516Results can also be seen on website* as engraved on the specimens (if any)** BS3921 requires average of ten clay brick samples for crushing strength and water absorption*** BS5328 requires mean of two cube sample strength at 28 days as characteristic strength**** ACI318-08 requires mean of two sample (6"diax12" cylinder) strength at 28 days as comprerssive strengthNote: Above results pertain to the unsealed samples supplied to the laboratoryThe laboratory is not responsible for sampling, originality and construction conditions (such as mixproportion, w/c ratio, compaction, curing and quality of ingredients). The test results are recommended tobe interpreted in the light of above factors by the engineer.

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Term
Fall
Professor
NoProfessor
Tags
Civil Engineering, Compressive strength, Reinforced Concrete Laboratory, Director Concrete Laboratory

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