TEST RESULTS OF PHYSICAL PROPERTIES OF CEMENT - 53 Grade

Transcription

1 TEST RESULTS OF PHYSICAL PROPERTIES OF CEMENT - 53 Grade Bangalore south Division, BBMP, Bangalore Improvements to main and cross roads in uttarahalli Bangarappa Nagar in ward No.184 Job No: Date of Receipt: Sample ID No: Cement Brand: Sri. Yogananda, No.23/1, 11th Cross, Girinagar 2nd Stage, Bangalore-85 No:EE/B.S.D/W.0/129/ Dated: /01 Birla super 53 Grade Reference to BIScodes: IS12269: 2013,53 Grade Ordinary Portland cement Specification, IS4031 (Part 2, 3,4, 5, 6):1988 IS4031 Part 2, Determination of Fineness by Blaine Air Permeability Method, Clause 5 IS4031 Part 3, Determination of Soundness, Clause 5 IS4031Part4, Determination of Consistency of Standard Cement Paste, Clause 4 IS4031 Part 5, Determination of Initial & Final Setting Time, Clause 4 Date of test: IS4031 Part 6, Determination to of Compressive Strength, Clau~e6 SI.No. I Physical properties Results 1 Standard Consistency 29% Not specified Requirements as per IS 12269: Initial Setting time 135 minutes Not less than 30 minutes 3 Final Setting time 285 minutes Notmore than 600 minutes 4 Soundness (Le Chatelier's Method lmm Not more than 10 mm 5 Compressive Strength 3 Days 29.0 N/mm2 Not less than 27 N/mm2 7 Days 38.8 N/mm2 Not less than 37 N/mm2 Technical Manager

2 TEST REPORT ON COARSE AGGREGATES Code No: Date of Receipt: Sample IDNo: Sample Type/Size: Reference to BIScodes: Date of test: Bangalore south Division,BBMP,Bangalore Improvements to main and cross roads in Uttarahalli Bangarappa Nagar in ward No.184 Sri. Yogananda, No.23/1, 11th Cross, Girinagar 2nd Stage, Bangalore-85 No:EE/B.S.D/W.0/129/ /03 a, /03 b Dated: mm Coarse Aggregate, 20 mm Coarse Aggregate IS: Reaffirmed 2007(Specification for Coarse and fine Aggregates from natural sources for concrete IS2386 Part 1: Particle Size and Shape SIEVEANALYSIS(PARTICLE SIZE DISTRIBUTION) OF 40MM DOWN COARSEAGGREGATE: Total weight taken: 5000 grams Sample No. Sieve No. Weight Cumulative Weight % Cumulative % Passing Required as per IS Retained Retained Weight 383:1970 ingms ingms Retained 1 80mm mm mm lomm mm Pan 160 SOOD SIEVEANALYSIS(PARTICLE SIZE DISTRIBUTION) OF 20MM DOWN COARSEAGGREGATE: Total weight taken: 5000 grams Sample No. I Sieve No. I Weight Cumulative Weight % Cumulative % Passing Required as per IS Retained Retained Weight 383:1970 Remarks:- 1 40mm mm toloo 3 lomm to mm Oto 10 5 Pan The results pertain to the samples received and tested.

3 Code No: Date of Receipt: Sample ID No: TEST RESULTS OF FINE AGGREGATE Bangalore south Division, BBMP, Bangalore Improvements to main and cross roads in Uttarahalli Bangarappa Nagar in ward No.184 Sri. Yogananda, No.23/1, 11th Cross, Girinagar 2nd Stage, Bangalore-85 No:EE/B.S.D/W.0/129/ Dated: /02 Reference to BIScodes: IS: Reaffirmed 2007(Specification for Coarse and fine Aggregates from natural sources for concrete IS: 2386 (Part - 1, 2, 3) Reaffirmed 1997 IS 2386 Part 1: Particle Size and Shape < Date of test: IS 2386 Part 3: Specific Gravity, Density, Voids, Absorptional Bulking Total weight taken: 1000 grams SL. Sieve size Weight Cumulative % % Requirement as per IS 383:1970 Remarks No Retained Weight Cumulative Passing (gms) Retained Weight (gms) Retained Grading Grading Grading Grading Zone I Zone II Zone III Zone IV 1 lomm mm mm The tested mm Sample micron Conforms to Grading micron Zone I micron Pan Silt Content % Not more than 5 percent /.:,.\ anc.,i; ~ Rf'!m~rlcc, ' ( Prepared By: Sushma Page 1/1 Technical Manager iechntc3' Manag.,,

4 TEST RESULTS OF CEMENT CONCRETE CUBES WorkOrder No: ExecutiveEngineer, Code No: Date of Receipt: Sample Type/Size/ Grade: Reference to BIS codes: Bangaloresouth Division,BBMP,Bangalore Improvements to main and cross roads in uttarahalli BangarappaNagarin ward No.184 Sri.Yogananda,No.23/1, 11th Cross,Girinagar2nd Stage, Bangalore-SS No:EE/B.S.D/W.0/129/ SI. IIdentlflcatlon I Sample I Grade Dated: CCCubes/150mmx150mmx150mm/ MlS/28 days CompressiveStrength IS: Methods of Testsfor Strength of ConcreteCl.5 I Date or I Date or I cross Weight Failure Compressive Average No. mark ID No. of Casting Testing sectional (kg) Load strength Compressive concrete area (kn) (N/mm2) Strength (Sq.mm) (N/mm2) 1 I I Remarks: 1/1 I I M20 I I I /5 a 1/ M20 I 003/5 b I I I s.120 I I 24.4 I /3 M20 I 003/5 c I The results pertain to the samples received and tested. Anycorrection in the report willmake this report invalid. j I I I I I Thisreport without prior written approval should not be reproduced or published in fullor part. Sampleswillbe disposed after 15 days from the date of issue of test certificate Prepared By: Sushma Page 1/1

5 TEST REPORT OF PHYSICAL REQUIREMENTS OF BRICKS Project Name: Bangalore south Division, BBMP, Bangalore Improvements to main and cross roads in Uttarahalli Bangarappa Nagar in ward No.184 """--- Job Code: Date of Receipt: Sample ID No: Reference to BIScodes: Date of test: Sri. Yogananda, No.23/1, 11th Cross, Girinagar 2nd Stage, Bangalore-BS No:EE/B.S.D/W.0/129/ /04 Dated: IS1077: 1992(RA 2011) Common Burnt Clay Building Bricks- Specification IS3495 (Part 1 to 4) : 1992(RA 2011) Method oftests Burnt Clay Building Bricks Part l:determination of Compressive Strength, (Cl 4.2.3) Part 2:Determination of Water Absorption,(CI 4.1.3) Part 3: Determination of Efflorescence, (Cl 4) Part 4:Determination of warpage( Cl 4) to COMPRESSIVESTRENGTH SI.No. ICompressive strength I Acceptablity as per IS 1077:1992, Clause 7.1 of individual bricks (N/mm2) I _5 The bricks shall have a minimum a~erage compressive strength for various classesas given in Table 1 of IS : The compressive strength of any individual bricks shall not fall below the minimum compressive strength specified for the corresponding Average of 5 bricks 5.6 classof brick by more than 15%. Page 1/2

6 WATER ABSORPTION: SI.No. Water Absorption(%) Acceptablity as per IS 1077:1992, Clause The water Absorption of bricks shall not be more than % by weight upto class 12.5 and 15% by weight for higher classes Average of 5 bricks 11.6 Remarks:- The results pertain to the samples received and tested. Any correction in the report will make this report invalid ' ~ ; This report without prior written approval should not be reproduced or published in full or part. \-~ l"i"-..,/ / Samples will be disposed after 15 days from the date of issue of test certificate ~ Prepared By: For Mis. Gooi;;9onsu. ltancy Services ~J Sushma Page 2/2 Technic7Marlager