Sieve Results
ASTM C136 / AASHTO T27 | |
---|---|
Sieve Size | % Passing* |
100 mm (4") | 100 |
75.0 mm (3") | 82 |
50.0 mm (2") | 35 |
37.5 mm (1-1/2") | 8 |
25.0 mm (1") | 2 |
0.075 mm (No.200) | 1 |
Very angular and durable, this larger-diameter rock can be used as stabilization rock for pre-construction site improvement where subpar and/or wet soils may exist. Can also be utilized for track out pads at building sites.
ASTM C136 / AASHTO T27 | |
---|---|
Sieve Size | % Passing* |
100 mm (4") | 100 |
75.0 mm (3") | 82 |
50.0 mm (2") | 35 |
37.5 mm (1-1/2") | 8 |
25.0 mm (1") | 2 |
0.075 mm (No.200) | 1 |
ASTM | AASHTO | Physical Properties |
Result* |
|
---|---|---|---|---|
ASTM C535 | L.A. Abrasion | large Coarse Loss | 27.0% | |
Grading/Revolutions | 2/1000% | |||
C 127 | T85 | Coarse Specific Gravity & Absorption | Bulk Specific Gravity (dry) | 2.662 |
Bulk Specific Gravity, SSD | 2.685 | |||
Apparent Specific Gravity | 2.723 | |||
Absorption | 0.80% | |||
C 88 | T104 | Soundness | Coarse Soundness Loss | 0.5% |
Magnesium No. of Cycles | 5 | |||
Fine Soundness Loss | % | |||
Magnesium No. of Cycles | % | |||
C40 | T21 | Organic Impurities | Coarse Aggregate | 0% |
C142 | T112 | Clay / Friable Particles | Coarse Aggregate | 0% |
Fine Aggregate | % | |||
D5821 | Fractured Face | 1 or 2 Faces | 1 (Test Result 2) | |
Fractured Face, % | 100 (Test Result 100) |