Grading | No of Steel balls | Weight of charge in gm. |
A | 12 | 5000 ± 25 |
B | 11 | 4584 ±25 |
C | 8 | 3330 ± 20 |
D | 6 | 2500 ± 15 |
E | 12 | 5000 ± 25 |
F | 12 | 5000 ± 25 |
G | 12 | 5000 ± 25 |
Source | Tested as per | |||||||
Weight of sample taken (gms) | Confirmation as per | |||||||
Sieve size (square hole)Passing (mm) | Weight of test sample in gmRetained on (mm) | A | B | C | D | E | F | G |
80.0 mm | 63.0 mm | |||||||
63.0 mm | 50.0 mm | |||||||
50.0 mm | 40.0 mm | |||||||
40.0 mm | 25.0 mm | |||||||
25.0 mm | 20.0 mm | |||||||
20.0 mm | 12.5 mm | |||||||
12.3 mm | 10.0 mm | |||||||
10.0 mm | 6.3 mm | |||||||
6.3 mm | 4.75 mm | |||||||
4.75 mm | 2.36 mm | |||||||
Pan | ||||||||
Remarks ( If Any) - | ||||||||
Contractor | PMC | Client |
SI. No. | Type of Pavement | Max. permissible abrasion value in % |
1 | Water bound macadam sub base course | 60 |
2 | WBM base course with bituminous surfacing | 50 |
3 | Bituminous bound macadam | 50 |
4 | WBM surfacing course | 40 |
5 | Bituminous penetration macadam | 40 |
6 | Bituminous surface dressing, cement concrete surface course | 35 |
7 | Bituminous concrete surface course | 30 |
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