Sieve Results
ASTM C136 / AASHTO T27 | |
---|---|
Sieve Size | % Passing* |
AASHTO M145 | |
2.36 mm (No. 8) | 100 |
1.18 mm (No. 16) | 100 |
0.600 mm (No. 30) | 99 |
0.300 mm (No.50) | 90 |
0.150 mm (No.100) | 50 |
0.075 mm (No.200) | 10 |
Fine ‘Beach Sand’ used as a bedding for pipe, electrical conduit and other utilities where a ‘soft’ sand casing is recommended.
ASTM C136 / AASHTO T27 | |
---|---|
Sieve Size | % Passing* |
AASHTO M145 | |
2.36 mm (No. 8) | 100 |
1.18 mm (No. 16) | 100 |
0.600 mm (No. 30) | 99 |
0.300 mm (No.50) | 90 |
0.150 mm (No.100) | 50 |
0.075 mm (No.200) | 10 |
ASTM | AASHTO | Physical Properties |
Result* |
|
---|---|---|---|---|
C 29 | T19 | Unit Weight | Unit Weight, lbs./cu.ft. | 94 |
Voids | 42% | |||
Type | Rodded | |||
D698 | T99 | Standard Proctor | Max. density, lbs./cu.ft | 94.9 |
Optimum Moisture | 21.4% | |||
D4318 | T89/90 | Liquid/Plastic Limit | Liquid Limit | 0 |
Plastic Limit | 0 | |||
Plasticity Index | NP | |||
C 128 | T84 | Fine Specific Gravity & Absorption | Bulk Specific Gravity (dry) | 2.573 |
Bulk Specific Gravity, SSD | 2.596 | |||
Apparent Specific Gravity | 2.632 | |||
Absorption | 0.9% | |||
D2419 | T176 | Sand Equivalent | Sand Equivalent | 74% |
C 1252 | T304 | Fine Aggregate Angularity | Uncompacted Voids | 54% |
Method C (as received material) | % | |||
C142 | T112 | Clay / Friable Particles | Coarse Aggregate | % |
Fine Aggregate | 0% | |||
C123 | T113 | Lightweight Pieces | Coarse Aggregate | % |
Fine Aggregate | 0% |