3d Pie Chart Representation
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FINAL 09.08.2008
M25
Quantity per M3
M30
Quantity per M3
M35
Quantity per M3
M40
Quantity per M3
Cement , kg
330.92
Cement , kg
344.78
Cement , kg
425.73
Cement , kg
448.05
Sand, kg
728.02
Sand, kg
724.23
Sand, kg
557.71
Sand, kg
718.21
10 mm Aggregate , kg
500.32
10 mm Aggregate , kg
495.10
10 mm Aggregate , kg
685.43
10 mm Aggregate , kg
600.49
20 mm Aggregate , kg
750.50
20 mm Aggregate , kg
742.60
20 mm Aggregate , kg
561.96
20 mm Aggregate , kg
491.30
Admixture , Liters
3.96
Admixture , Lliters
4.83
Admixture , Liters
3.41
Admixture , Liters
3.58
Water , liters
148.91
Water , liters
144.81
Water , liters
191.58
Water , liters
179.22
W / C Ratio
0.45
W / C Ratio
0.42
W / C Ratio
0.45
W / C Ratio
0.40
3.41
3.58
M25
M30
M35
M40
(20 mm plus 10m Aggregates) -Cement Ratio
3.78
(20 mm plus 10m Aggregates) -Cement Ratio
3.59
(20 mm plus 10m Aggregates) -Cement Ratio
2.93
(20 mm plus 10m Aggregates) -Cement Ratio
2.44
Admixture by % in weight
1.20
Admixture by % in weight
1.40
Admixture by % in weight
1.02
Admixture by % in weight
1.02
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
Sand to Cement ratio
2.20
Sand to Cement ratio
2.10
Sand to Cement ratio
1.31
Sand to Cement ratio
1.60
Total weight of aggregates in kg.
1978.84
Total weight of aggregates in kg.
1961.93
Total weight of aggregates in kg.
1805.10
Total weight of aggregates in kg.
1810.00
Total weight of cement in kg. as compared to Mix designs 448.05
450.00 440.00 430.00
425.73
420.00 410.00 400.00
Mix design
390.00 380.00 Total weight of cement in kg.
370.00 360.00 350.00
344.78
340.00 330.00
330.92
320.00 310.00 300.00 M 25
M 30
M 35
Row 44
Weight of cement per m3 of Concrete
Row 45
M 40
ent in kg.
1980.00 1978.84 1970.00 1960.00
1961.93
Total weight of Fine and Coarse Aggregates
1950.00 1940.00 1930.00 1920.00 1910.00 1900.00 1890.00
Total weight of fine and coarse aggregates in kg.
1880.00 1870.00 1860.00 1850.00 1840.00 1830.00 1820.00 1810.00
1810.00 1800.00 M 25
1804.30 M 30
M 35
Row 44 Design Mix
Row 45
M 40
d coarse
M25, Proportions of ingredients
10 mm Aggregates 20.29%
Sand 29.52%
Water 6.04%
Cement 13.42% 20 mm Aggregates 30.43%
Admixture,Sikame-nt Admixture,Fosroc SP600 430HP/2 MS 0.11% [A] 0.20%
04%
%
M30 Proportions of ingrediants
10 mm Aggregates 20.12%
Sand 29.44%
Water 5.89%
20 mm Aggregates 30.19%
Cement 14.01% Admixture,Sikame-nt Admixture,Fosroc SP600 430HP/2 MS 0.11% [A] 0.24%
89%
M35 Proportions of ingrediants
10 mm Aggregates 28.21%
Sand 22.95% Water 7.88%
20 mm Aggregates 23.13% Admixture,Sikame-nt Admixture,Fosroc SP 600430 HP/2 MS[A] 0.14% 0.17%
Cement 17.52%
88%
M40 3D Pie representation
Sand 29.37% 10 mm Aggregates 24.56% Water 7.33%
20 mm Aggregates 20.09% Admixture,Sikame-nt 600430 HP/2 0.18% Admixture,Fosroc SP MS[A] 0.15%
Cement 18.32%
.33%
M25
Quantity per M3
M30
Quantity per M3
M35
Quantity per M3
M40
Quantity per M3
Cement , kg
330.00
Cement , kg
345.00
Cement , kg
425.73
Cement , kg
463.50
Sand, kg
720.00
Sand, kg
700.00
Sand, kg
557.71
Sand, kg
621.09
10 mm Aggregate , kg
498.00
10 mm Aggregate , kg
494.00
10 mm Aggregate , kg
685.43
10 mm Aggregate , kg
639.63
20 mm Aggregate , kg
747.00
20 mm Aggregate , kg
741.00
20 mm Aggregate , kg
561.96
20 mm Aggregate , kg
523.76
Admixture , Liters
3.20
Admixture , Lliters
3.52
Admixture , Liters
3.41
Admixture , Liters
3.71
Water , liters
149.82
Water , liters
144.90
Water , liters
191.58
Water , liters
185.40
W / C Ratio
0.45
W / C Ratio
0.42
W / C Ratio
0.45
W / C Ratio
0.40
3.41
3.71
M25
M30
M35
M40
(20 mm plus 10m Aggregates) -Cement Ratio
3.77
(20 mm plus 10m Aggregates) -Cement Ratio
3.58
(20 mm plus 10m Aggregates) -Cement Ratio
2.93
(20 mm plus 10m Aggregates) -Cement Ratio
2.51
Admixture by % in weight
0.97
Admixture by % in weight
1.02
Admixture by % in weight
1.02
Admixture by % in weight
1.02
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
Sand to Cement ratio
2.18
Sand to Cement ratio
2.03
Sand to Cement ratio
1.31
Sand to Cement ratio
1.34
Total weight of aggregates in kg.
1965.00
Total weight of aggregates in kg.
1935.00
Total weight of aggregates in kg.
1805.10
Total weight of aggregates in kg.
1784.48
M25 (20 mm plus 10m Aggregates) -Cement Ratio Admixture by % in weight
10 mm to (20 mm plus 10 mm) Aggregate ratio
20 mm to (20 mm plus 10 mm) Aggregate ratio Sand to Cement ratio Total weight of aggregates in kg.
M30
M35
Grade of concrete
M40
3.77
(20 mm plus 10m Aggregates) -Cement Ratio
3.58
(20 mm plus 10m Aggregates) -Cement Ratio
2.93
(20 mm plus 10m Aggregates) -Cement Ratio
2.51
M 25
0.97
Admixture by % in weight
1.02
Admixture by % in weight
1.02
Admixture by % in weight
1.02
M 30
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
M 35
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
M 40
2.18
Sand to Cement ratio
2.03
Sand to Cement ratio
1.31
Sand to Cement ratio
1.34
1965.00
Total weight of aggregates in kg.
1935.00
Total weight of aggregates in kg.
1805.10
Total weight of aggregates in kg.
1784.48
By weight in Kgs Total weight of aggregates[ 10 Grade of concrete mm, 20 mm and sand] in kg.
Total weight of fine and coarse aggregates in kg.
Grade of concrete
Total weight of cement in kg.
1978.84
M 25
330.92
M 25
1978.84
Sand
728.02
1961.93
M 30
344.78
M 30
1961.93
10 mm Aggregates
500.32
Grade of Concrete
M25
1804.30
1810.00
M 35
M 40
425.73
448.05
M 35
M 40
1804.30
1810.00
20 mm Aggregates
750.50
Admixture,Sikament 600 HP/2 [A]
4.83
Admixture,Fosroc SP 430 MS
2.65
Cement
330.92
Water
148.91
Total weight with Sikament HP/ 2 600 [A]
2463.51
Total weight with Fosroc SP 430 MS
2461.32
By weight in Kgs
By %age
M30
M35
M40
M25
M30
M35
M40
724.23
557.71
718.21
29.55
29.54
23.03
29.47
495.10
685.43
600.49
20.31
20.20
28.31
24.64
742.60
561.96
491.30
30.46
30.29
23.21
20.16
5.89
4.16
4.37
0.1961
0.2398
0.1714
0.1789
2.76
3.41
3.58
0.1076
0.1124
0.1404
0.1469
344.78
425.73
448.05
13.43
14.06
17.58
18.38
144.81
191.58
179.22
6.04
5.91
7.91
7.35
2457.41
2426.56
2441.64
2454.28
2425.81
2440.85
M25
Quantity per M3
M30
Quantity per M3
M35
Quantity per M3
M40
Quantity per M3
Cement , kg
330.92
Cement , kg
344.78
Cement , kg
425.73
Cement , kg
448.05
Sand, kg
728.02
Sand, kg
724.23
Sand, kg
557.71
Sand, kg
718.21
10 mm Aggregate , kg
500.32
10 mm Aggregate , kg
495.10
10 mm Aggregate , kg
685.43
10 mm Aggregate , kg
600.49
20 mm Aggregate , kg
750.50
20 mm Aggregate , kg
742.60
20 mm Aggregate , kg
561.96
20 mm Aggregate , kg
491.30
Admixture , Liters
3.96
Admixture , Lliters
4.83
Admixture , Liters
3.41
Admixture , Liters
3.58
Water , liters
148.91
Water , liters
144.81
Water , liters
191.58
Water , liters
179.22
W / C Ratio
0.45
W / C Ratio
0.42
W / C Ratio
0.45
W / C Ratio
0.40
3.41
3.58
M25
M30
M35
M40
(20 mm plus 10m Aggregates) -Cement Ratio
3.78
(20 mm plus 10m Aggregates) -Cement Ratio
3.59
(20 mm plus 10m Aggregates) -Cement Ratio
2.93
(20 mm plus 10m Aggregates) -Cement Ratio
2.44
Admixture by % in weight
1.20
Admixture by % in weight
1.40
Admixture by % in weight
1.02
Admixture by % in weight
1.02
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
Sand to Cement ratio
2.20
Sand to Cement ratio
2.10
Sand to Cement ratio
1.31
Sand to Cement ratio
1.60
Total weight of aggregates in kg.
1978.84
Total weight of aggregates in kg.
1961.93
Total weight of aggregates in kg.
1805.10
Total weight of aggregates in kg.
1810.00
Total weight of cement in kg. as compared to Mix designs 448.05
450.00 440.00 430.00
425.73
420.00 410.00 400.00
Mix design
390.00 380.00 Total weight of cement in kg.
370.00 360.00 350.00
344.78
340.00 330.00
330.92
320.00 310.00 300.00 M 25
M 30
M 35
Row 44
Weight of cement per m3 of Concrete
Row 45
M 40
ent in kg.
1980.00 1978.84 1970.00 1960.00
1961.93
Total weight of Fine and Coarse Aggregates
1950.00 1940.00 1930.00 1920.00 1910.00 1900.00 1890.00
Total weight of fine and coarse aggregates in kg.
1880.00 1870.00 1860.00 1850.00 1840.00 1830.00 1820.00 1810.00
1810.00 1800.00 M 25
1804.30 M 30
M 35
Row 44 Design Mix
Row 45
M 40
d coarse
M25, Proportions of ingredients
10 mm Aggregates 20.29%
Sand 29.52%
Water 6.04%
Cement 13.42% 20 mm Aggregates 30.43%
Admixture,Sikame-nt Admixture,Fosroc SP600 430HP/2 MS 0.11% [A] 0.20%
04%
%
M30 Proportions of ingrediants
10 mm Aggregates 20.12%
Sand 29.44%
Water 5.89%
20 mm Aggregates 30.19%
Cement 14.01% Admixture,Sikame-nt Admixture,Fosroc SP600 430HP/2 MS 0.11% [A] 0.24%
89%
M35 Proportions of ingrediants
10 mm Aggregates 28.21%
Sand 22.95% Water 7.88%
20 mm Aggregates 23.13% Admixture,Sikame-nt Admixture,Fosroc SP 600430 HP/2 MS[A] 0.14% 0.17%
Cement 17.52%
88%
M40 3D Pie representation
Sand 29.37% 10 mm Aggregates 24.56% Water 7.33%
20 mm Aggregates 20.09% Admixture,Sikame-nt 600430 HP/2 0.18% Admixture,Fosroc SP MS[A] 0.15%
Cement 18.32%
.33%
M25
Quantity per M3
M30
Quantity per M3
M35
Quantity per M3
M40
Quantity per M3
Cement , kg
330.00
Cement , kg
345.00
Cement , kg
425.73
Cement , kg
463.50
Sand, kg
720.00
Sand, kg
700.00
Sand, kg
557.71
Sand, kg
621.09
10 mm Aggregate , kg
498.00
10 mm Aggregate , kg
494.00
10 mm Aggregate , kg
685.43
10 mm Aggregate , kg
639.63
20 mm Aggregate , kg
747.00
20 mm Aggregate , kg
741.00
20 mm Aggregate , kg
561.96
20 mm Aggregate , kg
523.76
Admixture , Liters
3.20
Admixture , Lliters
3.52
Admixture , Liters
3.41
Admixture , Liters
3.71
Water , liters
149.82
Water , liters
144.90
Water , liters
191.58
Water , liters
185.40
W / C Ratio
0.45
W / C Ratio
0.42
W / C Ratio
0.45
W / C Ratio
0.40
3.41
3.71
M25
M30
M35
M40
(20 mm plus 10m Aggregates) -Cement Ratio
3.77
(20 mm plus 10m Aggregates) -Cement Ratio
3.58
(20 mm plus 10m Aggregates) -Cement Ratio
2.93
(20 mm plus 10m Aggregates) -Cement Ratio
2.51
Admixture by % in weight
0.97
Admixture by % in weight
1.02
Admixture by % in weight
1.02
Admixture by % in weight
1.02
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
Sand to Cement ratio
2.18
Sand to Cement ratio
2.03
Sand to Cement ratio
1.31
Sand to Cement ratio
1.34
Total weight of aggregates in kg.
1965.00
Total weight of aggregates in kg.
1935.00
Total weight of aggregates in kg.
1805.10
Total weight of aggregates in kg.
1784.48
M25 (20 mm plus 10m Aggregates) -Cement Ratio Admixture by % in weight
10 mm to (20 mm plus 10 mm) Aggregate ratio
20 mm to (20 mm plus 10 mm) Aggregate ratio Sand to Cement ratio Total weight of aggregates in kg.
M30
M35
Grade of concrete
M40
3.77
(20 mm plus 10m Aggregates) -Cement Ratio
3.58
(20 mm plus 10m Aggregates) -Cement Ratio
2.93
(20 mm plus 10m Aggregates) -Cement Ratio
2.51
M 25
0.97
Admixture by % in weight
1.02
Admixture by % in weight
1.02
Admixture by % in weight
1.02
M 30
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.55
M 35
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.45
M 40
2.18
Sand to Cement ratio
2.03
Sand to Cement ratio
1.31
Sand to Cement ratio
1.34
1965.00
Total weight of aggregates in kg.
1935.00
Total weight of aggregates in kg.
1805.10
Total weight of aggregates in kg.
1784.48
By weight in Kgs Total weight of aggregates[ 10 Grade of concrete mm, 20 mm and sand] in kg.
Total weight of fine and coarse aggregates in kg.
Grade of concrete
Total weight of cement in kg.
1978.84
M 25
330.92
M 25
1978.84
Sand
728.02
1961.93
M 30
344.78
M 30
1961.93
10 mm Aggregates
500.32
Grade of Concrete
M25
1804.30
1810.00
M 35
M 40
425.73
448.05
M 35
M 40
1804.30
1810.00
20 mm Aggregates
750.50
Admixture,Sikament 600 HP/2 [A]
4.83
Admixture,Fosroc SP 430 MS
2.65
Cement
330.92
Water
148.91
Total weight with Sikament HP/ 2 600 [A]
2463.51
Total weight with Fosroc SP 430 MS
2461.32
By weight in Kgs
By %age
M30
M35
M40
M25
M30
M35
M40
724.23
557.71
718.21
29.55
29.54
23.03
29.47
495.10
685.43
600.49
20.31
20.20
28.31
24.64
742.60
561.96
491.30
30.46
30.29
23.21
20.16
5.89
4.16
4.37
0.1961
0.2398
0.1714
0.1789
2.76
3.41
3.58
0.1076
0.1124
0.1404
0.1469
344.78
425.73
448.05
13.43
14.06
17.58
18.38
144.81
191.58
179.22
6.04
5.91
7.91
7.35
2457.41
2426.56
2441.64
2454.28
2425.81
2440.85
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