This document briefly explains properties of aggregate.Full description
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Simulasi Blending BatubaraFull description
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The unit weight of a material can be defined as the weight of a given volume of graded aggregate. It effectively measures the volume that the graded aggregate will occupy and includes both solid pa...
Astm c 637- Heavy Aggregates
Gradation for All-in Aggregates Aggregates Blending (As Per IS 383 Table-5) : Uran quarry and Satara (Krishna River) : 02.03.10
Source of Material Date of Testing
Mix proportion CA 52%
FA 48%
20mm 51 %
10mm 49%
R.Sand 48.00 8.00% %
C.Sand 0.00% 00%
N.Sand 100%
C.Dust 0%
Blended % passing
Avg.Limit
As per IS 383 Table -5
Lower limit
Upper limit
Gradation IS Sieve Designation
20 mm 26.5 26.52% 2%
10mm 25.4 25.48% 8%
**Individual Blending
40
mm
100.00
100.00
100.00
100.00
1 00.00 10
10 0
100
10 0
10 0
20
mm
91.70
100.00
100.00
100.00
97.80
97 . 5
95-100
95
10 0
4.75
mm
0.20
2.07
93.10
92.90
45.27
40
30-50
30
50
0 .6
mm
0.00
0 . 00
27.19
28.20
13.05
22 . 5
10-35
10
35
0.15
mm
0.00
0.00
2.40
13.10
1.15
3
0-6
0
6
100.00 90.00 80.00 70.00
g n i s s a P %
60.00 50.00 40.00
30.00 20.00 10.00
0.00 0 .1
1
10
100
Sieve size in mm
** - The report for Individual Gradation for both samples is attached herewith for your ready reference.
