Page 1
Site Trial Mix of SRC 20/20
Date 02-07-12 Trial No : 1 Details:- Target slump : 80 mm
% of agg by total wt of agg
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement SMC Camp Daracem 19
320 176 0.55 0.00% 0% 38.91 15.37 45.71
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
320 3.15 0.10 0.102 320.00 320.00
176 1 0.18 0.176 176.00 176.00
Admixture (Litres) 0 1.258 0.000 0.000 0.00 0.00
Washed Sand 2.620 0.330 865.09 865.00
10 mm 2.710 0.111 300.98 300.00
20 mm 2.700 0.281 758.95 760.00Total 0.28
1 0.72 1.00
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =
Moisture Content* 0.40% 0.20% 5.60%
26.25
cement temperature =Water Absorption 0.50% 1.00% 2.20%
Net Moisture Content -0.10% -0.80% 3.40% Time of water added =
Water in Aggregates -0.76 -2.4 29.41 Ice Added = 0%
No of Cubes To Be casted 9
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 759.00 298.00 894.00 150.00 0 150.00 0
20 mm 10 mm Washed Sand
For 1 m3 320.00 176.00 0.00 759.00 298.00 894.00water Ice
For 9 Cubes 9.720 5.346 0.000 23.055 9.052 27.155 5.346 0.000
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 28 Days
Remarks * Moisture content of aggregates and hence the mass of aggregates may change depending on actual site conditions.
Contractor's Contractor's Consultant's
Lab Technician QC Engineer Representative
SRC Cement ( Kg/m3 )
Water ( litres/m3 )
Premier crusher @ Wadinaam
Premier crusher @ Wadinaam
Premier crusher @ Wadinaam
Cement ( Kg/m3 )
Water ( litres/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Water ( litres/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 2
BBC-RFI (PENDING)
SI NO DATE FROM TO SIDE REMARKS
108.12.07 104+255 104+455 RHS Widening
08.12.07 104+660 105+110 RHS Widening
2 08.12.07 112+420 112+770 LHS
3 09.01.08 100+000 100+100 RHS
4 12.01.08 106+090 106+370 LHS Widening
5 13.01.08 113+460 114+040 RHS
6 13.01.08 106+370 106+480 LHS Widening
7 14.01.08 106+260 106+520 RHS Widening
8 28.01.08 109+620 110+030 LHS Widening
9 29.01.08 109+930 110+070 LHS Widening
10 30.01.08 109+930 110+220 RHS Widening
11 31.08.08 139+390 140+070 LHS
12 31.08.08 111+460 111+800 LHS Widening
13 01.02.08 140+070 140+390 LHS
14 01.02.08 111+570 111+790 RHS
15 03.02.08 140+720 141+300 LHS
16 04.02.08 141+300 142+000 LHS
17 05.02.08 142+000 142+400 LHS
18 06.02.08 142+400 142+900 LHS
19 07.02.08 142+900 143+160 LHS
20 09.02.08 143+320 143+910 LHS
21 10.02.08 143+910 144+560 LHS
Page 3
Sl No Date Grade of Concrete
45/20 MS7 40/20 MS7 30/20 40/10 MS7 30/5 MS8
Page 5
ConcreteCombined aggregate Blending & Gradation
Date of Testing
Blending ProportionsSpecific Limits
20mm down 10mm down Washed sand
37% 21% 42% Lower Limits Upper Limits
37.5 100.00 100.00 100.00 37.00 21.00 42.00 100.00 100 100 100
20 98.97 100.00 100.00 36.62 21.00 42.00 99.62 100 100 95-100
14 38.86 100.00 100.00 14.38 21.00 42.00 77.38 60 90
10 2.32 87.37 100.00 0.86 18.35 42.00 61.21 45 75
5 0.25 17.48 100.00 0.09 3.67 42.00 45.76 30 48 35-55
2.36 0.00 3.12 81.02 0.00 0.66 34.03 34.68 23 42
1.18 0.00 0.00 55.22 0.00 0.00 23.19 23.19 16 34
0.600 0.00 0.00 31.66 0.00 0.00 13.30 13.30 9 26 10-35
0.300 0.00 0.00 15.29 0.00 0.00 6.42 6.42 2 18
0.150 0.00 0.00 7.89 0.00 0.00 3.31 3.31 0 15 0-8
0.075 0.00 0.00 4.64 0.00 0.00 1.95 1.95
Sieve Size
( mm )
20mmAVG % passing
10mmAVG % passing
Washed Sand
AVG % passing
%Passing after
Blending
0.10 1.00 10.00 100.00
0
10
20
30
40
50
60
70
80
90
100
Sieve sizes in mm
% P
as
sin
g
Page 6
DATA SHEET FOR THE INDIVIDUAL GRADATIONSSource of material : Concrete Plant Stock Date of Sampling : 10-09-08Type of material : 10mm down Date of Testing : 10-09-08
Sample No : 1 Total wt in grams : 9937
Specified Limits
14 5 0.05 0.05 99.95 10010 1075 10.82 10.87 89.13 85-1005 6595 66.37 77.24 22.76 0-25
2.36 1713 17.24 94.48 5.52 0-5pan 549 5.52 100.00
Sieve Size ( mm )
Wtretained in gms
%Retained
%cumulativeRetained
%Passing
Page 7
DATA SHEET FOR THE INDIVIDUAL GRADATIONSSource of material : Concrete Plant Stock Date of Sampling : 11-09-08Type of material : 20mm down Date of Testing : 11-09-08
Sample No : 1 Total wt in grams : 14383
Specified Limits
37.5 0 0.00 0.00 100.00 10020 148 1.03 1.03 98.97 85-10014 8076 56.15 57.18 42.82 0-7010 5546 38.56 95.74 4.26 0-255 507 3.52 99.26 0.74 0-5
pan 106 0.74 100.00 0.00
Sieve Size ( mm )
Wtretained in gms
%Retained
%cumulativeRetained
%Passing
Page 8
DATA SHEET FOR THE INDIVIDUAL GRADATIONSSource of material : Concrete Plant Stock Date of Sampling : 10-09-08Type of material : Washed Sand Date of Testing : 10-09-08
Sample No : 1 Total wt in grams : 2818
Overall Limits C M F
10 0 0.00 0.00 100.00 1005 0 0.00 0.00 100.00 89-100
2.36 538 19.09 19.09 80.91 60-100 60-100 65-100 85-1001.18 751 26.65 45.74 54.26 30-100 30-90 45-100 70-100
0.600 663 23.53 69.27 30.73 15-100 15-54 25-80 55-1000.300 452 16.04 85.31 14.69 5-70 5-40 5-48 5-700.150 211 7.49 92.80 7.20 0-150.075 87 3.09 95.88 4.12pan 116 4.12 100.00
Sieve Size ( mm )
Wtretained in gms
%Retained
%cumulativeRetained
%Passing
Page 9
Date 14-09-08 Trial No : 01 Details:- Target slump :50 mm ( 25-75)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857440 0 0.35 1.80% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
440 3.15 0.14 0.14 440.00 440.00
0 2.2 0.00 0.00 0.00 0.00Water 154 1 0.15 0.15 154.00 154.00
Admixture (Litres) 7.92 1.23 0.006 0.01 7.92
Washed Sand 2.6700.29 773.63 774.00
10 mm 2.730 0.14 395.51 396.00
20 mm 2.740 0.26 699.40 699.00Total 0.300.99 0.69 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =
Moisture Content 0.40% 0.20% 8.58%
52.4214
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 7.18% Time of water added = 12.25 pm
Water in Aggregates -0.4194 -2.7324 55.5732 Ice Added = Nil
No of Cubes To Be casted 9
20 mm 10 mm Washed Sand WaterCorrected Values 699.00 393.00 830.00 102.00
Water 20 mm 10 mm Washed SandFor 1 m3 440.00 0.00 102.00 7.92 699.00 393.00 830.00
For 9 Cubes 13.365 0.000 3.098 0.241 21.232 11.937 25.211
Time12.25 pm 1.30 pm 2.00 pm 2.20 pm 2.55 pm
Initial 60 min 90 min 120 min 150 min 180 minSlump ( mm ) 220 190 140 85 40
32.5 30 29 29 29Bleed
Comments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates 14.6 0C
14.6 0C
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 10
Date 15-09-08 Trial No : 03 Details:- Target slump : 100 mm ( 25-75)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857440 0 0.35 1.80% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
440 3.15 0.14 0.14 440.00 440.00
0 2.2 0.00 0.00 0.00 0.00Water 154 1 0.15 0.15 154.00 154.00
Admixture (Litres) 7.92 1.23 0.006 0.01 7.92
Washed Sand 2.6700.29 773.63 774.00
10 mm 2.730 0.14 395.51 396.00
20 mm 2.740 0.26 699.40 699.00Total 0.300.99 0.69 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.50%
20.8422
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 3.10% Time of water added =
Water in Aggregates -0.4194 -2.7324 23.994 Ice Added = 40%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 699.00 393.00 798.00 133.00 53.2 79.80 1.0773
Total Water 20 mm 10 mm Washed SandFor 1 m3 440.00 0.00 133.00 7.92 699.00 393.00 798.00
water IceFor 6 Cubes 8.910 0.000 2.693 0.160 14.155 7.958 16.159 1.616 1.077
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 11
Date 15-09-08 Trial No : 04 Details:- Target slump : 100 mm ( 25-75)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857440 0 0.35 1.85% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
440 3.15 0.14 0.14 440.00 440.00
0 2.2 0.00 0.00 0.00 0.00Water 154 1 0.15 0.15 154.00 154.00
Admixture (Litres) 8.14 1.23 0.007 0.01 8.14
Washed Sand 2.6700.29 773.43 773.00
10 mm 2.730 0.14 395.40 395.00
20 mm 2.740 0.26 699.22 699.00Total 0.300.99 0.69 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.60%
21.5911
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 3.20% Time of water added =
Water in Aggregates -0.4194 -2.7255 24.736 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 699.00 392.00 798.00 132.00 46.2 85.80 0.93555
Total Water 20 mm 10 mm Washed SandFor 1 m3 440.00 0.00 132.00 8.14 699.00 392.00 798.00
water IceFor 6 Cubes 8.910 0.000 2.673 0.165 14.155 7.938 16.159 1.737 0.936
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 12
Date 16-09-08 Trial No : 05 Details:- Target slump : 100 mm ( 75-125)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857440 0 0.35 2.05% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
440 3.15 0.14 0.14 440.00 440.00
0 2.2 0.00 0.00 0.00 0.00Water 154 1 0.15 0.15 154.00 154.00
Admixture (Litres) 9.02 1.23 0.007 0.01 9.02
Washed Sand 2.6700.29 772.63 773.00
10 mm 2.730 0.14 394.99 395.00
20 mm 2.740 0.25 698.49 698.00Total 0.300.99 0.69 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.37%
19.8138
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.97% Time of water added =
Water in Aggregates -0.4188 -2.7255 22.9581 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 698.00 392.00 796.00 134.00 46.9 87.10 0.949725
Total Water 20 mm 10 mm Washed SandFor 1 m3 440.00 0.00 134.00 9.02 698.00 392.00 796.00
water IceFor 6 Cubes 8.910 0.000 2.714 0.183 14.134 7.938 16.119 1.764 0.950
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 13
Date 16-09-08 Trial No : 06 Details:- Target slump : 50 mm ( 25-75)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857450 0 0.35 1.80% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
450 3.15 0.14 0.14 450.00 450.00
0 2.2 0.00 0.00 0.00 0.00Water 157.5 1 0.16 0.16 157.50 158.00
Admixture (Litres) 8.1 1.23 0.007 0.01 8.10
Washed Sand 2.6700.29 765.98 766.00
10 mm 2.730 0.14 391.60 392.00
20 mm 2.740 0.25 692.48 692.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.37%
19.6302
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.97% Time of water added =
Water in Aggregates -0.4152 -2.7048 22.7502 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 692.00 389.00 789.00 138.00 48.3 89.70 0.978075
Total Water 20 mm 10 mm Washed SandFor 1 m3 450.00 0.00 138.00 8.10 692.00 389.00 789.00
water IceFor 6 Cubes 9.112 0.000 2.794 0.164 14.013 7.877 15.977 1.816 0.978
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 14
Date 16-09-08 Trial No : 07 Details:- Target slump : 50 mm ( 25-75)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857450 0 0.35 2.00% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
450 3.15 0.14 0.14 450.00 450.00
0 2.2 0.00 0.00 0.00 0.00Water 157.5 1 0.16 0.16 157.50 158.00
Admixture (Litres) 9 1.23 0.007 0.01 9.00
Washed Sand 2.6700.29 765.16 765.00
10 mm 2.730 0.14 391.18 391.00
20 mm 2.740 0.25 691.74 692.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.37%
19.6074
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.97% Time of water added =
Water in Aggregates -0.4152 -2.6979 22.7205 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 692.00 388.00 788.00 138.00 48.3 89.70 0.978075
Total Water 20 mm 10 mm Washed SandFor 1 m3 450.00 0.00 138.00 9.00 692.00 388.00 788.00
water IceFor 6 Cubes 9.112 0.000 2.794 0.182 14.013 7.857 15.957 1.816 0.978
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 15
Date 16-09-08 Trial No : 08 Details:- Target slump : 50 mm ( 25-75)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857460 0 0.35 1.70% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
460 3.15 0.15 0.15 460.00 460.00
0 2.2 0.00 0.00 0.00 0.00Water 161 1 0.16 0.16 161.00 161.00
Admixture (Litres) 7.82 1.23 0.006 0.01 7.82
Washed Sand 2.6700.28 758.75 759.00
10 mm 2.730 0.14 387.90 388.00
20 mm 2.740 0.25 685.95 686.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.37%
19.4535
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.97% Time of water added =
Water in Aggregates -0.4116 -2.6772 22.5423 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 686.00 385.00 782.00 142.00 49.7 92.30 1.006425
Total Water 20 mm 10 mm Washed SandFor 1 m3 460.00 0.00 142.00 7.82 686.00 385.00 782.00
water IceFor 6 Cubes 9.315 0.000 2.875 0.158 13.891 7.796 15.835 1.869 1.006
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 16
Date 16-09-08 Trial No : 09 Details:- Target slump : 50 mm ( 25-75)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857460 0 0.35 1.90% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
460 3.15 0.15 0.15 460.00 460.00
0 2.2 0.00 0.00 0.00 0.00Water 161 1 0.16 0.16 161.00 161.00
Admixture (Litres) 8.74 1.23 0.007 0.01 8.74
Washed Sand 2.6700.28 757.91 758.00
10 mm 2.730 0.14 387.47 387.00
20 mm 2.740 0.25 685.19 685.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.37%
19.4313
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.97% Time of water added =
Water in Aggregates -0.411 -2.6703 22.5126 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 685.00 384.00 781.00 142.00 49.7 92.30 1.006425
Total Water 20 mm 10 mm Washed SandFor 1 m3 460.00 0.00 142.00 8.74 685.00 384.00 781.00
water IceFor 6 Cubes 9.315 0.000 2.875 0.177 13.871 7.776 15.815 1.869 1.006
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 17
Date 17-09-08 Trial No : 10 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857440 0 0.35 1.95% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
440 3.15 0.14 0.14 440.00 440.00
0 2.2 0.00 0.00 0.00 0.00Water 154 1 0.15 0.15 154.00 154.00
Admixture (Litres) 8.58 1.23 0.007 0.01 8.58
Washed Sand 2.6700.29 773.03 773.00
10 mm 2.730 0.14 395.20 395.00
20 mm 2.740 0.26 698.85 699.00Total 0.300.99 0.69 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.28%
19.1175
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.88% Time of water added =
Water in Aggregates -0.4194 -2.7255 22.2624 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 699.00 392.00 795.00 135.00 47.25 87.75 0.9568125
Total Water 20 mm 10 mm Washed SandFor 1 m3 440.00 0.00 135.00 8.58 699.00 392.00 795.00
water IceFor 6 Cubes 8.910 0.000 2.734 0.174 14.155 7.938 16.099 1.777 0.957
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 18
Date 17-09-08 Trial No : 11 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857450 0 0.35 1.70% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
450 3.15 0.14 0.14 450.00 450.00
0 2.2 0.00 0.00 0.00 0.00Water 157.5 1 0.16 0.16 157.50 158.00
Admixture (Litres) 7.65 1.23 0.006 0.01 7.65
Washed Sand 2.6700.29 766.39 766.00
10 mm 2.730 0.14 391.81 392.00
20 mm 2.740 0.25 692.85 693.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.28%
18.9402
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.88% Time of water added =
Water in Aggregates -0.4158 -2.7048 22.0608 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 693.00 389.00 788.00 139.00 48.65 90.35 0.9851625
Total Water 20 mm 10 mm Washed SandFor 1 m3 450.00 0.00 139.00 7.65 693.00 389.00 788.00
water IceFor 6 Cubes 9.112 0.000 2.815 0.155 14.033 7.877 15.957 1.830 0.985
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 19
Date 17-09-08 Trial No : 12 Details:- Target slump : 100 mm ( 90 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857460 0 0.35 1.75% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
460 3.15 0.15 0.15 460.00 460.00
0 2.2 0.00 0.00 0.00 0.00Water 161 1 0.16 0.16 161.00 161.00
Admixture (Litres) 8.05 1.23 0.007 0.01 8.05
Washed Sand 2.6700.28 758.54 759.00
10 mm 2.730 0.14 387.79 388.00
20 mm 2.740 0.25 685.76 686.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.28%
18.7704
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.88% Time of water added =
Water in Aggregates -0.4116 -2.6772 21.8592 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 686.00 385.00 781.00 142.00 49.7 92.30 1.006425
Total Water 20 mm 10 mm Washed SandFor 1 m3 460.00 0.00 142.00 8.05 686.00 385.00 781.00
water IceFor 6 Cubes 9.315 0.000 2.875 0.163 13.891 7.796 15.815 1.869 1.006
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 20
Date 17-09-08 Trial No : 13 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857460 0 0.35 1.85% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
460 3.15 0.15 0.15 460.00 460.00
0 2.2 0.00 0.00 0.00 0.00Water 161 1 0.16 0.16 161.00 161.00
Admixture (Litres) 8.51 1.23 0.007 0.01 8.51
Washed Sand 2.6700.28 758.12 758.00
10 mm 2.730 0.14 387.58 388.00
20 mm 2.740 0.25 685.38 685.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.28%
18.7422
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.88% Time of water added =
Water in Aggregates -0.411 -2.6772 21.8304 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 685.00 385.00 780.00 142.00 49.7 92.30 1.006425
Total Water 20 mm 10 mm Washed SandFor 1 m3 460.00 0.00 142.00 8.51 685.00 385.00 780.00
water IceFor 6 Cubes 9.315 0.000 2.875 0.172 13.871 7.796 15.795 1.869 1.006
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 21
Date 17-09-08 Trial No : 14 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857440 0 0.35 1.75% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
440 3.15 0.14 0.14 440.00 440.00
0 2.2 0.00 0.00 0.00 0.00Water 154 1 0.15 0.15 154.00 154.00
Admixture (Litres) 7.7 1.23 0.006 0.01 7.70
Washed Sand 2.6700.29 773.83 774.00
10 mm 2.730 0.14 395.61 396.00
20 mm 2.740 0.26 699.58 700.00Total 0.300.99 0.69 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.28%
19.1388
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.88% Time of water added =
Water in Aggregates -0.42 -2.7324 22.2912 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 700.00 393.00 796.00 135.00 47.25 87.75 0.9568125
Total Water 20 mm 10 mm Washed SandFor 1 m3 440.00 0.00 135.00 7.70 700.00 393.00 796.00
water IceFor 6 Cubes 8.910 0.000 2.734 0.156 14.175 7.958 16.119 1.777 0.957
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 22
Date 17-09-08 Trial No : 15 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857450 0 0.35 1.55% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
450 3.15 0.14 0.14 450.00 450.00
0 2.2 0.00 0.00 0.00 0.00Water 157.5 1 0.16 0.16 157.50 158.00
Admixture (Litres) 6.975 1.23 0.006 0.01 6.98
Washed Sand 2.6700.29 767.01 767.00
10 mm 2.730 0.14 392.12 392.00
20 mm 2.740 0.25 693.41 693.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.28%
18.969
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.88% Time of water added =
Water in Aggregates -0.4158 -2.7048 22.0896 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 693.00 389.00 789.00 139.00 48.65 90.35 0.9851625
Total Water 20 mm 10 mm Washed SandFor 1 m3 450.00 0.00 139.00 6.98 693.00 389.00 789.00
water IceFor 6 Cubes 9.112 0.000 2.815 0.141 14.033 7.877 15.977 1.830 0.985
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 23
Date 17-09-08 Trial No : 16 Details:- Target slump : 100 mm ( 90 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857460 0 0.35 1.60% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
460 3.15 0.15 0.15 460.00 460.00
0 2.2 0.00 0.00 0.00 0.00Water 161 1 0.16 0.16 161.00 161.00
Admixture (Litres) 7.36 1.23 0.006 0.01 7.36
Washed Sand 2.6700.28 759.17 759.00
10 mm 2.730 0.14 388.12 388.00
20 mm 2.740 0.25 686.33 686.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.28%
18.7704
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.88% Time of water added =
Water in Aggregates -0.4116 -2.6772 21.8592 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 686.00 385.00 781.00 142.00 49.7 92.30 1.006425
Total Water 20 mm 10 mm Washed SandFor 1 m3 460.00 0.00 142.00 7.36 686.00 385.00 781.00
water IceFor 6 Cubes 9.315 0.000 2.875 0.149 13.891 7.796 15.815 1.869 1.006
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 24
Date 17-09-08 Trial No : 17 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857450 0 0.35 1.70% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
450 3.15 0.14 0.14 450.00 450.00
0 2.2 0.00 0.00 0.00 0.00Water 157.5 1 0.16 0.16 157.50 158.00
Admixture (Litres) 7.65 1.23 0.006 0.01 7.65
Washed Sand 2.6700.29 766.39 766.00
10 mm 2.730 0.14 391.81 392.00
20 mm 2.740 0.25 692.85 693.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.28%
18.9402
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.88% Time of water added =
Water in Aggregates -0.4158 -2.7048 22.0608 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 693.00 389.00 788.00 139.00 48.65 90.35 0.9851625
Total Water 20 mm 10 mm Washed SandFor 1 m3 450.00 0.00 139.00 7.65 693.00 389.00 788.00
water IceFor 6 Cubes 9.112 0.000 2.815 0.155 14.033 7.877 15.957 1.830 0.985
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 25
Date 18-09-08 Trial No : 18 Details:- Target slump : 100 mm ( 90 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857460 0 0.35 1.45% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
460 3.15 0.15 0.15 460.00 460.00
0 2.2 0.00 0.00 0.00 0.00Water 161 1 0.16 0.16 161.00 161.00
Admixture (Litres) 6.67 1.23 0.005 0.01 6.67
Washed Sand 2.6700.28 759.80 760.00
10 mm 2.730 0.14 388.44 388.00
20 mm 2.740 0.25 686.90 687.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.10%
17.4306
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.70% Time of water added =
Water in Aggregates -0.4122 -2.6772 20.52 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 687.00 385.00 781.00 144.00 50.4 93.60 1.0206
Total Water 20 mm 10 mm Washed SandFor 1 m3 460.00 0.00 144.00 6.67 687.00 385.00 781.00
water IceFor 6 Cubes 9.315 0.000 2.916 0.135 13.912 7.796 15.815 1.895 1.021
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 26
Date 18-09-08 Trial No : 19 Details:- Target slump : 100 mm ( 90 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857440 0 0.35 1.80% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
440 3.15 0.14 0.14 440.00 440.00
0 2.2 0.00 0.00 0.00 0.00Water 154 1 0.15 0.15 154.00 154.00
Admixture (Litres) 7.92 1.23 0.006 0.01 7.92
Washed Sand 2.6700.29 773.63 774.00
10 mm 2.730 0.14 395.51 396.00
20 mm 2.740 0.26 699.40 699.00Total 0.300.99 0.69 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.10%
17.7462
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.70% Time of water added =
Water in Aggregates -0.4194 -2.7324 20.898 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 699.00 393.00 795.00 136.00 47.6 88.40 0.9639
Total Water 20 mm 10 mm Washed SandFor 1 m3 440.00 0.00 136.00 7.92 699.00 393.00 795.00
water IceFor 6 Cubes 8.910 0.000 2.754 0.160 14.155 7.958 16.099 1.790 0.964
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 27
Date 18-09-08 Trial No : 20 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857450 0 0.35 1.60% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
450 3.15 0.14 0.14 450.00 450.00
0 2.2 0.00 0.00 0.00 0.00Water 157.5 1 0.16 0.16 157.50 158.00
Admixture (Litres) 7.2 1.23 0.006 0.01 7.20
Washed Sand 2.6700.29 766.80 767.00
10 mm 2.730 0.14 392.02 392.00
20 mm 2.740 0.25 693.23 693.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.10%
17.5884
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.70% Time of water added =
Water in Aggregates -0.4158 -2.7048 20.709 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 693.00 389.00 788.00 140.00 49 91.00 0.99225
Total Water 20 mm 10 mm Washed SandFor 1 m3 450.00 0.00 140.00 7.20 693.00 389.00 788.00
water IceFor 6 Cubes 9.112 0.000 2.835 0.146 14.033 7.877 15.957 1.843 0.992
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 28
Date 20-09-08 Trial No : 21 Details:- Target slump : 100 mm ( 90 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857460 0 0.35 1.50% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
460 3.15 0.15 0.15 460.00 460.00
0 2.2 0.00 0.00 0.00 0.00Water 161 1 0.16 0.16 161.00 161.00
Admixture (Litres) 6.9 1.23 0.006 0.01 6.90
Washed Sand 2.6700.28 759.59 760.00
10 mm 2.730 0.14 388.33 388.00
20 mm 2.740 0.25 686.71 687.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 3.60%
13.6306
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.20% Time of water added =
Water in Aggregates -0.4122 -2.6772 16.72 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 687.00 385.00 777.00 147.00 51.45 95.55 1.0418625
Total Water 20 mm 10 mm Washed SandFor 1 m3 460.00 0.00 147.00 6.90 687.00 385.00 777.00
water IceFor 6 Cubes 9.315 0.000 2.977 0.140 13.912 7.796 15.734 1.935 1.042
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 29
Date 20-09-08 Trial No : 22 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857450 0 0.35 1.65% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
450 3.15 0.14 0.14 450.00 450.00
0 2.2 0.00 0.00 0.00 0.00Water 157.5 1 0.16 0.16 157.50 158.00
Admixture (Litres) 7.425 1.23 0.006 0.01 7.43
Washed Sand 2.6700.29 766.60 767.00
10 mm 2.730 0.14 391.91 392.00
20 mm 2.740 0.25 693.04 693.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 3.60%
13.7534
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.20% Time of water added =
Water in Aggregates -0.4158 -2.7048 16.874 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 693.00 389.00 784.00 144.00 50.4 93.60 1.0206
Total Water 20 mm 10 mm Washed SandFor 1 m3 450.00 0.00 144.00 7.43 693.00 389.00 784.00
water IceFor 6 Cubes 9.112 0.000 2.916 0.150 14.033 7.877 15.876 1.895 1.021
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 30
Date 21-09-08 Trial No : 23 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857440 0 0.35 1.75% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
440 3.15 0.14 0.14 440.00 440.00
0 2.2 0.00 0.00 0.00 0.00Water 154 1 0.15 0.15 154.00 154.00
Admixture (Litres) 7.7 1.23 0.006 0.01 7.70
Washed Sand 2.6700.29 773.83 774.00
10 mm 2.730 0.14 395.61 396.00
20 mm 2.740 0.26 699.58 700.00Total 0.300.99 0.69 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 3.50%
13.1016
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.10% Time of water added =
Water in Aggregates -0.42 -2.7324 16.254 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 700.00 393.00 790.00 141.00 49.35 91.65 0.9993375
Total Water 20 mm 10 mm Washed SandFor 1 m3 440.00 0.00 141.00 7.70 700.00 393.00 790.00
water IceFor 6 Cubes 8.910 0.000 2.855 0.156 14.175 7.958 15.997 1.856 0.999
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 31
Date 21-09-08 Trial No : 24 Details:- Target slump : 100 mm ( 90 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857440 0 0.35 1.80% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
440 3.15 0.14 0.14 440.00 440.00
0 2.2 0.00 0.00 0.00 0.00Water 154 1 0.15 0.15 154.00 154.00
Admixture (Litres) 7.92 1.23 0.006 0.01 7.92
Washed Sand 2.6700.29 773.63 774.00
10 mm 2.730 0.14 395.51 396.00
20 mm 2.740 0.26 699.40 699.00Total 0.300.99 0.69 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 3.50%
13.1022
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.10% Time of water added =
Water in Aggregates -0.4194 -2.7324 16.254 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 699.00 393.00 790.00 141.00 49.35 91.65 0.9993375
Total Water 20 mm 10 mm Washed SandFor 1 m3 440.00 0.00 141.00 7.92 699.00 393.00 790.00
water IceFor 6 Cubes 8.910 0.000 2.855 0.160 14.155 7.958 15.997 1.856 0.999
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 32
Date 21-09-08 Trial No : 25 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857450 0 0.35 1.60% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
450 3.15 0.14 0.14 450.00 450.00
0 2.2 0.00 0.00 0.00 0.00Water 157.5 1 0.16 0.16 157.50 158.00
Admixture (Litres) 7.2 1.23 0.006 0.01 7.20
Washed Sand 2.6700.29 766.80 767.00
10 mm 2.730 0.14 392.02 392.00
20 mm 2.740 0.25 693.23 693.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 3.50%
12.9864
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.10% Time of water added =
Water in Aggregates -0.4158 -2.7048 16.107 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 693.00 389.00 783.00 145.00 50.75 94.25 1.0276875
Total Water 20 mm 10 mm Washed SandFor 1 m3 450.00 0.00 145.00 7.20 693.00 389.00 783.00
water IceFor 6 Cubes 9.112 0.000 2.936 0.146 14.033 7.877 15.856 1.909 1.028
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 33
Date 21-09-08 Trial No : 26 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857450 0 0.35 1.70% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
450 3.15 0.14 0.14 450.00 450.00
0 2.2 0.00 0.00 0.00 0.00Water 157.5 1 0.16 0.16 157.50 158.00
Admixture (Litres) 7.65 1.23 0.006 0.01 7.65
Washed Sand 2.6700.29 766.39 766.00
10 mm 2.730 0.14 391.81 392.00
20 mm 2.740 0.25 692.85 693.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 3.50%
12.9654
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.10% Time of water added =
Water in Aggregates -0.4158 -2.7048 16.086 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 693.00 389.00 782.00 145.00 50.75 94.25 1.0276875
Total Water 20 mm 10 mm Washed SandFor 1 m3 450.00 0.00 145.00 7.65 693.00 389.00 782.00
water IceFor 6 Cubes 9.112 0.000 2.936 0.155 14.033 7.877 15.835 1.909 1.028
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 34
Date 21-09-08 Trial No : 27 Details:- Target slump : 100 mm ( 600 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857460 0 0.35 1.45% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
460 3.15 0.15 0.15 460.00 460.00
0 2.2 0.00 0.00 0.00 0.00Water 161 1 0.16 0.16 161.00 161.00
Admixture (Litres) 6.67 1.23 0.005 0.01 6.67
Washed Sand 2.6700.28 759.80 760.00
10 mm 2.730 0.14 388.44 388.00
20 mm 2.740 0.25 686.90 687.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 3.50%
12.8706
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.10% Time of water added =
Water in Aggregates -0.4122 -2.6772 15.96 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 687.00 385.00 776.00 148.00 51.8 96.20 1.04895
Total Water 20 mm 10 mm Washed SandFor 1 m3 460.00 0.00 148.00 6.67 687.00 385.00 776.00
water IceFor 6 Cubes 9.315 0.000 2.997 0.135 13.912 7.796 15.714 1.948 1.049
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 35
Date 21-09-08 Trial No : 28 Details:- Target slump : 100 mm ( 90 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857460 0 0.35 1.50% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
460 3.15 0.15 0.15 460.00 460.00
0 2.2 0.00 0.00 0.00 0.00Water 161 1 0.16 0.16 161.00 161.00
Admixture (Litres) 6.9 1.23 0.006 0.01 6.90
Washed Sand 2.6700.28 759.59 760.00
10 mm 2.730 0.14 388.33 388.00
20 mm 2.740 0.25 686.71 687.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 3.50%
12.8706
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.10% Time of water added =
Water in Aggregates -0.4122 -2.6772 15.96 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 687.00 385.00 776.00 148.00 51.8 96.20 1.04895
Total Water 20 mm 10 mm Washed SandFor 1 m3 460.00 0.00 148.00 6.90 687.00 385.00 776.00
water IceFor 6 Cubes 9.315 0.000 2.997 0.140 13.912 7.796 15.714 1.948 1.049
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 36
Date 21-09-08 Trial No : 29 Details:- Target slump : 100 mm ( 90 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857440 0 0.35 1.90% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
440 3.15 0.14 0.14 440.00 440.00
0 2.2 0.00 0.00 0.00 0.00Water 154 1 0.15 0.15 154.00 154.00
Admixture (Litres) 8.36 1.23 0.007 0.01 8.36
Washed Sand 2.6700.29 773.23 773.00
10 mm 2.730 0.14 395.30 395.00
20 mm 2.740 0.26 699.04 699.00Total 0.300.99 0.69 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 3.50%
13.0881
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.10% Time of water added =
Water in Aggregates -0.4194 -2.7255 16.233 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 699.00 392.00 789.00 141.00 49.35 91.65 0.9993375
Total Water 20 mm 10 mm Washed SandFor 1 m3 440.00 0.00 141.00 8.36 699.00 392.00 789.00
water IceFor 6 Cubes 8.910 0.000 2.855 0.169 14.155 7.938 15.977 1.856 0.999
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 37
Date 23-09-08 Trial No : 30 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857450 0 0.35 1.50% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
450 3.15 0.14 0.14 450.00 450.00
0 2.2 0.00 0.00 0.00 0.00Water 157.5 1 0.16 0.16 157.50 158.00
Admixture (Litres) 6.75 1.23 0.005 0.01 6.75
Washed Sand 2.6700.29 767.21 767.00
10 mm 2.730 0.14 392.23 392.00
20 mm 2.740 0.25 693.60 694.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.28%
18.9684
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.88% Time of water added =
Water in Aggregates -0.4164 -2.7048 22.0896 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 694.00 389.00 789.00 139.00 48.65 90.35 0.9851625
Total Water 20 mm 10 mm Washed SandFor 1 m3 450.00 0.00 139.00 6.75 694.00 389.00 789.00
water IceFor 6 Cubes 9.112 0.000 2.815 0.137 14.053 7.877 15.977 1.830 0.985
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 38
Date 23-09-08 Trial No : 31 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857460 0 0.35 1.40% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
460 3.15 0.15 0.15 460.00 460.00
0 2.2 0.00 0.00 0.00 0.00Water 161 1 0.16 0.16 161.00 161.00
Admixture (Litres) 6.44 1.23 0.005 0.01 6.44
Washed Sand 2.6700.28 760.01 760.00
10 mm 2.730 0.14 388.54 389.00
20 mm 2.740 0.25 687.09 687.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.28%
18.7917
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.88% Time of water added =
Water in Aggregates -0.4122 -2.6841 21.888 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 687.00 386.00 782.00 142.00 49.7 92.30 1.006425
Total Water 20 mm 10 mm Washed SandFor 1 m3 460.00 0.00 142.00 6.44 687.00 386.00 782.00
water IceFor 6 Cubes 9.315 0.000 2.875 0.130 13.912 7.816 15.835 1.869 1.006
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 39
Date 23-09-08 Trial No : 32 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857450 0 0.35 1.70% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
450 3.15 0.14 0.14 450.00 450.00
0 2.2 0.00 0.00 0.00 0.00Water 157.5 1 0.16 0.16 157.50 158.00
Admixture (Litres) 7.65 1.23 0.006 0.01 7.65
Washed Sand 2.6700.29 766.39 766.00
10 mm 2.730 0.14 391.81 392.00
20 mm 2.740 0.25 692.85 693.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 4.28%
18.9402
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.88% Time of water added =
Water in Aggregates -0.4158 -2.7048 22.0608 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 693.00 389.00 788.00 139.00 48.65 90.35 0.9851625
Total Water 20 mm 10 mm Washed SandFor 1 m3 450.00 0.00 139.00 7.65 693.00 389.00 788.00
water IceFor 6 Cubes 9.112 0.000 2.815 0.155 14.033 7.877 15.957 1.830 0.985
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 40
Date 24-09-08 Trial No : 33 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857460 0 0.35 1.45% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
460 3.15 0.15 0.15 460.00 460.00
0 2.2 0.00 0.00 0.00 0.00Water 161 1 0.16 0.16 161.00 161.00
Admixture (Litres) 6.67 1.23 0.005 0.01 6.67
Washed Sand 2.6700.28 759.80 760.00
10 mm 2.730 0.14 388.44 388.00
20 mm 2.740 0.25 686.90 687.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 3.70%
14.3906
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.30% Time of water added =
Water in Aggregates -0.4122 -2.6772 17.48 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 687.00 385.00 777.00 147.00 51.45 95.55 1.0418625
Total Water 20 mm 10 mm Washed SandFor 1 m3 460.00 0.00 147.00 6.67 687.00 385.00 777.00
water IceFor 6 Cubes 9.315 0.000 2.977 0.135 13.912 7.796 15.734 1.935 1.042
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 41
Date 25-09-08 Trial No : 34 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857450 0 0.35 1.65% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
450 3.15 0.14 0.14 450.00 450.00
0 2.2 0.00 0.00 0.00 0.00Water 157.5 1 0.16 0.16 157.50 158.00
Admixture (Litres) 7.425 1.23 0.006 0.01 7.43
Washed Sand 2.6700.29 766.60 767.00
10 mm 2.730 0.14 391.91 392.00
20 mm 2.740 0.25 693.04 693.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 3.50%
12.9864
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.10% Time of water added =
Water in Aggregates -0.4158 -2.7048 16.107 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 693.00 389.00 783.00 145.00 50.75 94.25 1.0276875
Total Water 20 mm 10 mm Washed SandFor 1 m3 450.00 0.00 145.00 7.43 693.00 389.00 783.00
water IceFor 6 Cubes 9.112 0.000 2.936 0.150 14.033 7.877 15.856 1.909 1.028
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 42
Date 28-09-08 Trial No : 35 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857440 0 0.35 1.90% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
440 3.15 0.14 0.14 440.00 440.00
0 2.2 0.00 0.00 0.00 0.00Water 154 1 0.15 0.15 154.00 154.00
Admixture (Litres) 8.36 1.23 0.007 0.01 8.36
Washed Sand 2.6700.29 773.23 773.00
10 mm 2.730 0.14 395.30 395.00
20 mm 2.740 0.26 699.04 699.00Total 0.300.99 0.69 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 2.67%
6.6722
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 1.27% Time of water added =
Water in Aggregates -0.4194 -2.7255 9.8171 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 699.00 392.00 783.00 147.00 51.45 95.55 1.0418625
Total Water 20 mm 10 mm Washed SandFor 1 m3 440.00 0.00 147.00 8.36 699.00 392.00 783.00
water IceFor 6 Cubes 8.910 0.000 2.977 0.169 14.155 7.938 15.856 1.935 1.042
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 43
Date 28-09-08 Trial No : 36 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857450 0 0.35 1.60% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
450 3.15 0.14 0.14 450.00 450.00
0 2.2 0.00 0.00 0.00 0.00Water 157.5 1 0.16 0.16 157.50 158.00
Admixture (Litres) 7.2 1.23 0.006 0.01 7.20
Washed Sand 2.6700.29 766.80 767.00
10 mm 2.730 0.14 392.02 392.00
20 mm 2.740 0.25 693.23 693.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 2.67%
6.6203
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 1.27% Time of water added =
Water in Aggregates -0.4158 -2.7048 9.7409 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 693.00 389.00 777.00 151.00 52.85 98.15 1.0702125
Total Water 20 mm 10 mm Washed SandFor 1 m3 450.00 0.00 151.00 7.20 693.00 389.00 777.00
water IceFor 6 Cubes 9.112 0.000 3.058 0.146 14.033 7.877 15.734 1.988 1.070
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 44
Date 28-09-08 Trial No : 37 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857460 0 0.35 1.50% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
460 3.15 0.15 0.15 460.00 460.00
0 2.2 0.00 0.00 0.00 0.00Water 161 1 0.16 0.16 161.00 161.00
Admixture (Litres) 6.9 1.23 0.006 0.01 6.90
Washed Sand 2.6700.28 759.59 760.00
10 mm 2.730 0.14 388.33 388.00
20 mm 2.740 0.25 686.71 687.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 2.67%
6.5626
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 1.27% Time of water added =
Water in Aggregates -0.4122 -2.6772 9.652 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 687.00 385.00 770.00 154.00 53.9 100.10 1.091475
Total Water 20 mm 10 mm Washed SandFor 1 m3 460.00 0.00 154.00 6.90 687.00 385.00 770.00
water IceFor 6 Cubes 9.315 0.000 3.118 0.140 13.912 7.796 15.592 2.027 1.091
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 45
Date 28-09-08 Trial No : 38 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857440 0 0.35 1.70% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
440 3.15 0.14 0.14 440.00 440.00
0 2.2 0.00 0.00 0.00 0.00Water 154 1 0.15 0.15 154.00 154.00
Admixture (Litres) 7.48 1.23 0.006 0.01 7.48
Washed Sand 2.6700.29 774.03 774.00
10 mm 2.730 0.14 395.71 396.00
20 mm 2.740 0.26 699.76 700.00Total 0.300.99 0.69 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 2.46%
5.052
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 1.06% Time of water added =
Water in Aggregates -0.42 -2.7324 8.2044 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 700.00 393.00 782.00 149.00 52.15 96.85 1.0560375
Total Water 20 mm 10 mm Washed SandFor 1 m3 440.00 0.00 149.00 7.48 700.00 393.00 782.00
water IceFor 6 Cubes 8.910 0.000 3.017 0.151 14.175 7.958 15.835 1.961 1.056
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 46
Date 28-09-08 Trial No : 39 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857450 0 0.35 1.45% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
450 3.15 0.14 0.14 450.00 450.00
0 2.2 0.00 0.00 0.00 0.00Water 157.5 1 0.16 0.16 157.50 158.00
Admixture (Litres) 6.525 1.23 0.005 0.01 6.53
Washed Sand 2.6700.29 767.42 767.00
10 mm 2.730 0.14 392.33 392.00
20 mm 2.740 0.25 693.78 694.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 2.36%
4.242
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 0.96% Time of water added =
Water in Aggregates -0.4164 -2.7048 7.3632 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 694.00 389.00 774.00 154.00 53.9 100.10 1.091475
Total Water 20 mm 10 mm Washed SandFor 1 m3 450.00 0.00 154.00 6.53 694.00 389.00 774.00
water IceFor 6 Cubes 9.112 0.000 3.118 0.132 14.053 7.877 15.673 2.027 1.091
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 47
Date 28-09-08 Trial No : 40 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857460 0 0.35 1.35% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
460 3.15 0.15 0.15 460.00 460.00
0 2.2 0.00 0.00 0.00 0.00Water 161 1 0.16 0.16 161.00 161.00
Admixture (Litres) 6.21 1.23 0.005 0.01 6.21
Washed Sand 2.6700.28 760.22 760.00
10 mm 2.730 0.14 388.65 389.00
20 mm 2.740 0.25 687.27 687.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 2.36%
4.1997
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 0.96% Time of water added =
Water in Aggregates -0.4122 -2.6841 7.296 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 687.00 386.00 767.00 157.00 54.95 102.05 1.1127375
Total Water 20 mm 10 mm Washed SandFor 1 m3 460.00 0.00 157.00 6.21 687.00 386.00 767.00
water IceFor 6 Cubes 9.315 0.000 3.179 0.126 13.912 7.816 15.532 2.067 1.113
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 48
Date 29-09-08 Trial No : 41 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857440 0 0.35 1.60% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
440 3.15 0.14 0.14 440.00 440.00
0 2.2 0.00 0.00 0.00 0.00Water 154 1 0.15 0.15 154.00 154.00
Admixture (Litres) 7.04 1.23 0.006 0.01 7.04
Washed Sand 2.6700.29 774.43 774.00
10 mm 2.730 0.15 395.92 396.00
20 mm 2.740 0.26 700.12 700.00Total 0.300.99 0.69 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 5.26%
26.74722
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 3.86% Time of water added =
Water in Aggregates -0.42 -2.7324 29.89962 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 700.00 393.00 804.00 127.00 44.45 82.55 0.9001125
Total Water 20 mm 10 mm Washed SandFor 1 m3 440.00 0.00 127.00 7.04 700.00 393.00 804.00
water IceFor 6 Cubes 8.910 0.000 2.572 0.143 14.175 7.958 16.281 1.672 0.900
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 49
Date 29-09-08 Trial No : 42 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857450 0 0.35 1.45% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
450 3.15 0.14 0.14 450.00 450.00
0 2.2 0.00 0.00 0.00 0.00Water 157.5 1 0.16 0.16 157.50 158.00
Admixture (Litres) 6.525 1.23 0.005 0.01 6.53
Washed Sand 2.6700.29 767.42 767.00
10 mm 2.730 0.14 392.33 392.00
20 mm 2.740 0.25 693.78 694.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 5.26%
26.50801
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 3.86% Time of water added =
Water in Aggregates -0.4164 -2.7048 29.62921 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 694.00 389.00 797.00 131.00 45.85 85.15 0.9284625
Total Water 20 mm 10 mm Washed SandFor 1 m3 450.00 0.00 131.00 6.53 694.00 389.00 797.00
water IceFor 6 Cubes 9.112 0.000 2.653 0.132 14.053 7.877 16.139 1.724 0.928
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks Reconfirmation
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 50
Date 5-10-08 Trial No : 47 Details:- Target slump : 100 mm ( 60 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857460 0 0.35 1.40% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
460 3.15 0.15 0.15 460.00 460.00
0 2.2 0.00 0.00 0.00 0.00Water 161 1 0.16 0.16 161.00 161.00
Admixture (Litres) 6.44 1.23 0.005 0.01 6.44
Washed Sand 2.6700.28 760.01 760.00
10 mm 2.730 0.14 388.54 389.00
20 mm 2.740 0.25 687.09 687.00Total 0.310.99 0.68 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 3.90%
15.9037
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.50% Time of water added =
Water in Aggregates -0.4122 -2.6841 19 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 687.00 386.00 779.00 145.00 50.75 94.25 1.0276875
Total Water 20 mm 10 mm Washed SandFor 1 m3 460.00 0.00 145.00 6.44 687.00 386.00 779.00
water IceFor 6 Cubes 9.315 0.000 2.936 0.130 13.912 7.816 15.775 1.909 1.028
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
Temperature ( 0C )
Date of Testing
Page 51
Date 14-10-08 No : 440-1 Details:- Target slump : 100 mm ( 90 min)
Eff W C Ratio Admixture % Air Content 20 mm 10 mm Washed Sand
Oman Cement Alkan Rheobuild 857440 0 0.35 1.90% 1% 37% 21% 42%
Mass Sp.Gravity Vol. (m3) Vol. (m3) Mass Mass/m3
440 3.15 0.14 0.14 440.00 440.00
0 2.2 0.00 0.00 0.00 0.00Water 154 1 0.15 0.15 154.00 154.00
Admixture (Litres) 8.36 1.23 0.007 0.01 8.36
Washed Sand 2.6700.29 773.23 773.00
10 mm 2.730 0.14 395.30 395.00
20 mm 2.740 0.26 699.04 699.00Total 0.300.99 0.69 0.99
Moisture Corrections
20 mm 10 mm Washed Sand Initial water temperature =Moisture Content 0.40% 0.20% 3.40%
12.3151
cement temperature =Water Absorption 0.46% 0.89% 1.40%
Net Moisture Content -0.06% -0.69% 2.00% Time of water added =
Water in Aggregates -0.4194 -2.7255 15.46 Ice Added = 35%
No of Cubes To Be casted 6
20 mm 10 mm Washed Sand Total Water Ice waterCorrected Values 699.00 392.00 788.00 142.00 49.7 92.30 1.5904
Total Water 20 mm 10 mm Washed SandFor 1 m3 440.00 0.00 142.00 8.36 699.00 392.00 788.00
water Ice
14.080 0.000 4.544 0.268 22.368 12.544 25.216 2.954 1.590
TimeInitial 15 min 30 min 45 min 60 min 75 min 90 min
Slump ( mm )
BleedComments
Cube No DensityComp Strength in Mpa
3 Days 7 Days 14 Days 28 Days
Remarks
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
NCC Crusher 150+000
NCC Crusher 150+000
NCC Crusher 150+000
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Total Water in Aggregates
Cement ( Kg/m3 )
Microsilica ( Kg/m3 )
Admixture ( Litres )
For 5 Cubes&3cylinders
Temperature ( 0C )
Date of Testing
