Stone Matrix Asphalt (SMA) (13-mm SMA (Wearing course))   IS:2386 (Part-I)

Blending Of Aggregates

Material A Material B
Sample of Soil for Blending of Aggregate Analysis Sample Weight  
g
g
Sieve size (mm) Aggregates retained (g) Aggregates retained (g)
Sieve Size - 4.75 mm - Grain Size Analysis of Soil 19 mm  
g
g
Sieve Size - 4.75 mm - Grain Size Analysis of Soil 13.2 mm  
g
g
Sieve Size - 4.75 mm - Grain Size Analysis of Soil 9.5 mm  
g
g
Sieve Size - 4.75 mm - Grain Size Analysis of Soil 4.75 mm  
g
g
Sieve Size - 4.75 mm - Grain Size Analysis of Soil 2.36 mm  
g
g
Sieve Size - 4.75 mm - Grain Size Analysis of Soil 1.18 mm  
g
g
Sieve Size - 4.75 mm - Grain Size Analysis of Soil 0.6 mm  
g
g
Sieve Size - 4.75 mm - Grain Size Analysis of Soil 0.3 mm  
g
g
Sieve Size - 4.75 mm - Grain Size Analysis of Soil 0.075 mm  
g
g
Pan- Grain Size Analysis of Soil Pan  
g
g

Blending of Aggregates