Mix Design And Pie Chart Representation
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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
UPDATED
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
3.78
(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
M 25
1.20
Admixture by % in weight
1.71
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
2.20
Sand to Cement ratio
2.10
Sand to Cement ratio
1.31
Sand to Cement ratio
1.60
1978.84
Total weight of aggregates in kg.
1961.93
Total weight of aggregates in kg.
1804.30
Total weight of aggregates in kg.
1810.00
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.
1965.00
M 25
330.00
M 25
1965.00
1935.00
M 30
345.00
M 30
1935.00
1805.10
M 35
425.73
M 35
1805.10
1784.48
M 40
463.50
M 40
1784.48
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
425.75
Cement , kg
448.05
Sand, kg
728.02
Sand, kg
724.23
Sand, kg
556.06
Sand, kg
718.21
10 mm Aggregate , kg
500.32
10 mm Aggregate , kg
495.10
10 mm Aggregate , kg
686.54
10 mm Aggregate , kg
600.49
20 mm Aggregate , kg
750.50
20 mm Aggregate , kg
742.60
20 mm Aggregate , kg
561.70
20 mm Aggregate , kg
491.30
Admixture , Liters
3.96
Admixture , Lliters
4.83
Admixture , Liters
3.41
Admixture , Liters
4.00
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
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
0.92
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.
1804.30
Total weight of aggregates in kg.
1810.00
Trial mix
M30 0.0709
24.436
0.0709
51.330
0.0709
35.090
0.0709
52.632
0.0709
0.342
0.0709
10.263
0.0709
0.030
Total weight of fine and coarse aggregates in Kgs.
Comparision of total weight of fine and coarse aggregates as compared to Mix Design. 2000.00 1965.00 1900.00 1800.00 1700.00 1600.00 1500.00 1400.00 1300.00 1200.00 1100.00 1000.00 900.00 800.00 700.00 600.00 500.00 400.00 300.00 200.00 100.00 0.00 M 25
1935.00
M 30 Grade of Concrete
1805.10
1784.48
M 35
M 40
1784.48
M 40
Comparision of Weight of Cement as compared to Mix Design 470.00
463.50
460.00 450.00 440.00
425.73
Weight of Cement in Kg.
430.00 420.00 410.00 400.00 390.00 380.00 370.00 360.00 350.00 340.00 330.00
345.00 330.00
320.00 310.00 300.00 M 25
M 30
M 35
Mix Design
M 40
463.50
M 40
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
UPDATED
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
3.78
(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
M 25
1.20
Admixture by % in weight
1.71
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
2.20
Sand to Cement ratio
2.10
Sand to Cement ratio
1.31
Sand to Cement ratio
1.60
1978.84
Total weight of aggregates in kg.
1961.93
Total weight of aggregates in kg.
1804.30
Total weight of aggregates in kg.
1810.00
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.
1965.00
M 25
330.00
M 25
1965.00
1935.00
M 30
345.00
M 30
1935.00
1805.10
M 35
425.73
M 35
1805.10
1784.48
M 40
463.50
M 40
1784.48
Pie representation of Concrete M30 constituents
Cement , kg 14.06%
Water , liters 5.91%
20 mm Aggregate , kg 30.29%
Sand, kg 29.54%
10 mm Aggregate , kg 20.20%
%
Pie representation of Concrete M35 constituents
Cement , kg 17.58%
Water , liters 7.91%
20 mm Aggregate , kg 23.20%
Sand, kg 22.96%
10 mm Aggregate , kg 28.35%
%
Pie representation of Concrete M40 constituents
Water , liters 7.35% Cement , kg 18.38%
20 mm Aggregate , kg 20.16%
Sand, kg 29.47%
10 mm Aggregate , kg 24.64%
Pie representation of Concrete M25 constituents
Cement , kg 13.46%
Water , liters 6.06%
20 mm Aggregate , kg 30.52%
Sand, kg 29.61%
10 mm Aggregate , kg 20.35%
%
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
425.75
Cement , kg
448.05
Sand, kg
728.02
Sand, kg
724.23
Sand, kg
556.06
Sand, kg
718.21
10 mm Aggregate , kg
500.32
10 mm Aggregate , kg
495.10
10 mm Aggregate , kg
686.54
10 mm Aggregate , kg
600.49
20 mm Aggregate , kg
750.50
20 mm Aggregate , kg
742.60
20 mm Aggregate , kg
561.70
20 mm Aggregate , kg
491.30
Water , liters
148.91
Water , liters
144.81
Water , liters
191.58
Water , liters
179.22
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
(20 mm plus 10m Aggregates) -Cement Ratio
#REF!
Admixture by % in weight
#REF!
Admixture by % in weight
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
2.20
Sand to Cement ratio
2.10
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
10 mm to (20 mm plus 10 mm) Aggregate ratio 20 mm to (20 mm plus 10 mm) Aggregate ratio Sand to Cement ratio
2.93
#REF!
0.55
0.45
1.31
Admixture by % in weight 10 mm to (20 mm plus 10 mm) Aggregate 20ratio mm to (20 mm plus 10 mm) Aggregate ratio Sand to Cement ratio
2.44
#REF!
0.55
0.45
1.60
Total weight of aggregates in kg.
1978.84
Total weight of aggregates in kg.
1961.93
Total weight of aggregates in kg.
1804.30
Total weight of aggregates in kg.
1810.00
M30 0.0709
24.436
0.0709
51.330
0.0709
35.090
0.0709
52.632
0.0709
10.263
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
UPDATED
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
3.78
(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
M 25
1.20
Admixture by % in weight
1.71
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
2.20
Sand to Cement ratio
2.10
Sand to Cement ratio
1.31
Sand to Cement ratio
1.60
1978.84
Total weight of aggregates in kg.
1961.93
Total weight of aggregates in kg.
1804.30
Total weight of aggregates in kg.
1810.00
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.
1965.00
M 25
330.00
M 25
1965.00
1935.00
M 30
345.00
M 30
1935.00
1805.10
M 35
425.73
M 35
1805.10
1784.48
M 40
463.50
M 40
1784.48
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
425.75
Cement , kg
448.05
Sand, kg
728.02
Sand, kg
724.23
Sand, kg
556.06
Sand, kg
718.21
10 mm Aggregate , kg
500.32
10 mm Aggregate , kg
495.10
10 mm Aggregate , kg
686.54
10 mm Aggregate , kg
600.49
20 mm Aggregate , kg
750.50
20 mm Aggregate , kg
742.60
20 mm Aggregate , kg
561.70
20 mm Aggregate , kg
491.30
Admixture , Liters
3.96
Admixture , Lliters
4.83
Admixture , Liters
3.41
Admixture , Liters
4.00
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
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
0.92
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.
1804.30
Total weight of aggregates in kg.
1810.00
Trial mix
M30 0.0709
24.436
0.0709
51.330
0.0709
35.090
0.0709
52.632
0.0709
0.342
0.0709
10.263
0.0709
0.030
Total weight of fine and coarse aggregates in Kgs.
Comparision of total weight of fine and coarse aggregates as compared to Mix Design. 2000.00 1965.00 1900.00 1800.00 1700.00 1600.00 1500.00 1400.00 1300.00 1200.00 1100.00 1000.00 900.00 800.00 700.00 600.00 500.00 400.00 300.00 200.00 100.00 0.00 M 25
1935.00
M 30 Grade of Concrete
1805.10
1784.48
M 35
M 40
1784.48
M 40
Comparision of Weight of Cement as compared to Mix Design 470.00
463.50
460.00 450.00 440.00
425.73
Weight of Cement in Kg.
430.00 420.00 410.00 400.00 390.00 380.00 370.00 360.00 350.00 340.00 330.00
345.00 330.00
320.00 310.00 300.00 M 25
M 30
M 35
Mix Design
M 40
463.50
M 40
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
UPDATED
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
3.78
(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
M 25
1.20
Admixture by % in weight
1.71
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
2.20
Sand to Cement ratio
2.10
Sand to Cement ratio
1.31
Sand to Cement ratio
1.60
1978.84
Total weight of aggregates in kg.
1961.93
Total weight of aggregates in kg.
1804.30
Total weight of aggregates in kg.
1810.00
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.
1965.00
M 25
330.00
M 25
1965.00
1935.00
M 30
345.00
M 30
1935.00
1805.10
M 35
425.73
M 35
1805.10
1784.48
M 40
463.50
M 40
1784.48
Pie representation of Concrete M30 constituents
Cement , kg 14.06%
Water , liters 5.91%
20 mm Aggregate , kg 30.29%
Sand, kg 29.54%
10 mm Aggregate , kg 20.20%
%
Pie representation of Concrete M35 constituents
Cement , kg 17.58%
Water , liters 7.91%
20 mm Aggregate , kg 23.20%
Sand, kg 22.96%
10 mm Aggregate , kg 28.35%
%
Pie representation of Concrete M40 constituents
Water , liters 7.35% Cement , kg 18.38%
20 mm Aggregate , kg 20.16%
Sand, kg 29.47%
10 mm Aggregate , kg 24.64%
Pie representation of Concrete M25 constituents
Cement , kg 13.46%
Water , liters 6.06%
20 mm Aggregate , kg 30.52%
Sand, kg 29.61%
10 mm Aggregate , kg 20.35%
%
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
425.75
Cement , kg
448.05
Sand, kg
728.02
Sand, kg
724.23
Sand, kg
556.06
Sand, kg
718.21
10 mm Aggregate , kg
500.32
10 mm Aggregate , kg
495.10
10 mm Aggregate , kg
686.54
10 mm Aggregate , kg
600.49
20 mm Aggregate , kg
750.50
20 mm Aggregate , kg
742.60
20 mm Aggregate , kg
561.70
20 mm Aggregate , kg
491.30
Water , liters
148.91
Water , liters
144.81
Water , liters
191.58
Water , liters
179.22
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
(20 mm plus 10m Aggregates) -Cement Ratio
#REF!
Admixture by % in weight
#REF!
Admixture by % in weight
0.40
10 mm to (20 mm plus 10 mm) Aggregate ratio
0.40
0.60
20 mm to (20 mm plus 10 mm) Aggregate ratio
0.60
2.20
Sand to Cement ratio
2.10
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
10 mm to (20 mm plus 10 mm) Aggregate ratio 20 mm to (20 mm plus 10 mm) Aggregate ratio Sand to Cement ratio
2.93
#REF!
0.55
0.45
1.31
Admixture by % in weight 10 mm to (20 mm plus 10 mm) Aggregate 20ratio mm to (20 mm plus 10 mm) Aggregate ratio Sand to Cement ratio
2.44
#REF!
0.55
0.45
1.60
Total weight of aggregates in kg.
1978.84
Total weight of aggregates in kg.
1961.93
Total weight of aggregates in kg.
1804.30
Total weight of aggregates in kg.
1810.00
M30 0.0709
24.436
0.0709
51.330
0.0709
35.090
0.0709
52.632
0.0709
10.263
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