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Grading for Granular Sub-base Materials (GSB)
(Grading - III)
IS:2386 (Part-I)
Home
Aggregate Tests
Blending of Aggregates
Blending Of Aggregates
No. of Material
2
3
4
5
Material A
Material B
Sample Weight
g
g
Sieve size
(mm)
Aggregates retained
(g)
Aggregates retained
(g)
53 mm
g
g
26.5 mm
g
g
4.75 mm
g
g
0.075 mm
g
g
Pan
g
g
Blending of Aggregates
Grading for Granular Sub-base Materials (GSB) (
Grading - I
)
Grading for Granular Sub-base Materials (GSB) (
Grading - II
)
Grading for Granular Sub-base Materials (GSB) (
Grading - III
)
Grading for Granular Sub-base Materials (GSB) (
Grading - IV
)
Grading for Granular Sub-base Materials (GSB) (
Grading - V
)
Grading for Granular Sub-base Materials (GSB) (
Grading - VI
)
Water Bound Macadam Sub-Base / Base (WBM) (
Coarse Aggregates (63 mm to 42 mm)
)
Water Bound Macadam Sub-Base / Base (WBM) (
Coarse Aggregates (53 mm to 22.4 mm)
)
Water Bound Macadam Sub-Base / Base (WBM) (
Grading For Screenings - Grade A (13.2 mm)
)
Water Bound Macadam Sub-Base / Base (WBM) (
Grading For Screenings - Grade B (11.2 mm)
)
Wet Mix Macadam (WMM)
Bituminous Macadam (
Grading – I (Nominal maximum aggregate size (40 mm))
)
Bituminous Macadam (
Grading–II (Nominal maximum aggregate size (19 mm))
)
Dense Bituminous Macadam (DBM) (
Grading – I (Nominal maximum aggregate size (37.5 mm))
)
Dense Bituminous Macadam (DBM) (
Grading – II (Nominal maximum aggregate size (26.5 mm))
)
Sand Asphalt Base Course
Bituminous Concrete (
Grading – I (Nominal maximum aggregate size (19 mm))
)
Bituminous Concrete (
Grading – II (Nominal maximum aggregate size (13.2 mm))
)
Close-Graded Premix Surfacing / Mixed Seal Surfacing (MSS) (
Type A
)
Close-Graded Premix Surfacing / Mixed Seal Surfacing (MSS) (
Type B
)
Surfacing Dressing (
Nominal size - 19 mm
)
Surfacing Dressing (
Nominal size - 13 mm
)
Surfacing Dressing (
Nominal size - 10 mm
)
Surfacing Dressing (
Nominal size - 6 mm
)
Slury Seal (
Type - I (Minimum Layer Thickness - 2-3 mm)
)
Slury Seal (
Type II (Minimum Layer Thickness - 4-6 mm)
)
Slury Seal (
Type III (Minimum Layer Thickness - 6-8 mm)
)
Stone Matrix Asphalt (SMA) (
13-mm SMA (Wearing course)
)
Stone Matrix Asphalt (SMA) (
19-mm SMA (Binder (intermediate) course)
)
Mastic Asphalt (
Coarse Aggregate
)
Mastic Asphalt (
Fine Aggregate
)
Concrete Technology
Calculators
Sieve Analysis of Aggregates
Blending of Aggregates
Aggregate Impact Value
Aggregate Crushing Value
Aggregate Abrasion Value
Aggregate Water Absorption