Comprssive Strength of Cubes.xls
4
CLIENT CONSULTANT CONTRACTOR 49/2012-Construction and Execution of Ras Al Khaimah Ring Road 150 mm Concrete Cube Compressive Strength Results BS EN 12390-3 ARC-BW-057 Concrete Class:- 40/20 Piling Cement Type:- OPC+MS Slump:- 200mm Date of Casting 30/06/2013 Concrete Temp:- 26.0°C Date Tested:- 7/7/2013 Sampling Time:- 11:05 PM Concrete Source: RAK MIX Cube No. 88 89 90 Test Date 7/7/2013 7/7/2013 7/7/2013 Age (Days) 7 Days 7 Days 7 Days Weight (gm) 8501 8582 8532 Vol (HxWxL) 3375 3375 3375 Density (gm/cc) 2.519 2.543 2.528 Load (kN) 1086 1064 1075 Strength (N/mm2) 48.0 47.0 48.0 Average 48 Remarks :- Compressive Strength Test Result Reported Is As Per actual calculation & BSEN-12930-P3 CONTRACTOR CONSULTANT Laboratory Technician Remarks and Comments Material Inspector Materials Engineer Remarks and Comments Materials Engineer RFIA No:- Location / Structure:- Pile # 07,09 & 14, Pier #01 @ M4 L1-1 (Set 1)
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Transcript of Comprssive Strength of Cubes.xls
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
150 mm Concrete Cube Compressive Strength Results
BS EN 12390-3
ARC-BW-057 Concrete Class:- 40/20 Piling
Cement Type:- OPC+MS
Slump:- 200mm
Date of Casting:- 30/06/2013 Concrete Temp:- 26.0°C
Date Tested:- 7/7/2013 Sampling Time:- 11:05 PM
Concrete Source:- RAK MIX
Cube No. 88 89 90
Test Date 7/7/2013 7/7/2013 7/7/2013
Age (Days) 7 Days 7 Days 7 Days
Weight (gm) 8501 8582 8532
Vol (HxWxL) 3375 3375 3375
Density (gm/cc) 2.519 2.543 2.528
Load (kN) 1086 1064 1075
Strength (N/mm2) 48.0 47.0 48.0
Average 48
Remarks :- Compressive Strength Test Result Reported Is As Per actual calculation & BSEN-12930-P3
CONTRACTOR CONSULTANT
Laboratory Technician Remarks and Comments Material Inspector
Materials Engineer Remarks and Comments Materials Engineer
RFIA No:-
Location / Structure:-
Pile # 07,09 & 14, Pier #01 @ M4 L1-1(Set 1)
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
150 mm Concrete Cube Compressive Strength Results
BS EN 12390-3
ARC-BW-057 Concrete Class:- 40/20 Piling
Cement Type:- OPC+MS
Slump:- 200mm
Date of Casting:- 30/06/2013 Concrete Temp:- 26.0°C
Date Tested:- 28/7/2013 Sampling Time:- 11:05 PM
Concrete Source:- RAK MIX
Cube No. 91 92 93
Test Date 28/7/2013 28/7/2013 28/7/2013
Age (Days) 28 Days 28 Days 28 Days
Weight (gm) 8546 8578 8547
Vol (HxWxL) 3375 3375 3375
Density (gm/cc) 2.530 2.540 2.530
Load (kN) 1269 1269 1316
Strength (N/mm2) 56.5 56.5 58.5
Average 57
Remarks :- Compressive Strength Test Result Reported Is As Per actual calculation & BSEN-12930-P3
CONTRACTOR CONSULTANT
Laboratory Technician Remarks and Comments Material Inspector
Materials Engineer Remarks and Comments Materials Engineer
RFIA No:-
Location / Structure:-
Pile # 07,09 & 14, Pier #01 @ M4 L1-1(Set 1)
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
150 mm Concrete Cube Compressive Strength Results
BS EN 12390-3
ARC-BW-057 Concrete Class:- 40/20 Piling
Cement Type:- OPC+MS
Slump:- 195mm
Date of Casting:- 30/06/2013 Concrete Temp:- 26.5°C
Date Tested:- 7/7/2013 Sampling Time:- 11:21 PM
Concrete Source:- RAK MIX
Cube No. 94 95 96
Test Date 7/7/2013 7/7/2013 7/7/2013
Age (Days) 7 Days 7 Days 7 Days
Weight (gm) 8537 8554 8446
Vol (HxWxL) 3375 3375 3375
Density (gm/cc) 2.529 2.535 2.503
Load (kN) 1086 1064 1075
Strength (N/mm2) 40.0 44.0 43.0
Average 42
Remarks :- Compressive Strength Test Result Reported Is As Per actual calculation & BSEN-12930-P3
CONTRACTOR CONSULTANT
Laboratory Technician Remarks and Comments Material Inspector
Materials Engineer Remarks and Comments Materials Engineer
RFIA No:-
Location / Structure:-
Pile # 07,09 & 14, Pier #01 @ M4 L1-1(Set 2)
CLIENT CONSULTANT CONTRACTOR
49/2012-Construction and Execution of Ras Al Khaimah Ring Road
150 mm Concrete Cube Compressive Strength Results
BS EN 12390-3
ARC-BW-057 Concrete Class:- 40/20 Piling
Cement Type:- OPC+MS
Slump:- 195mm
Date of Casting:- 30/06/2013 Concrete Temp:- 26.5°C
Date Tested:- 28/7/2013 Sampling Time:- 11:21 PM
Concrete Source:- RAK MIX
Cube No. 97 98 99
Test Date 28/7/2013 28/7/2013 28/7/2013
Age (Days) 28 Days 28 Days 28 Days
Weight (gm) 8498 8491 8462
Vol (HxWxL) 3375 3375 3375
Density (gm/cc) 2.518 2.516 2.507
Load (kN) 183.4 835 903
Strength (N/mm2) 10.4 37.1 40.1 10.092 11.6
Average 29
Remarks :- Compressive Strength Test Result Reported Is As Per actual calculation & BSEN-12930-P3
CONTRACTOR CONSULTANT
Laboratory Technician Remarks and Comments Material Inspector
Materials Engineer Remarks and Comments Materials Engineer
RFIA No:-
Location / Structure:-
Pile # 07,09 & 14, Pier #01 @ M4 L1-1(Set 2)
