Sieve Results
ASTM C136 / AASHTO T27 | |
---|---|
Sieve Size | % Passing* |
AASHTO M145 | |
9.5 mm (3/8") | 100 |
6.3 mm (1/4") | 88 |
4.75 mm (No.4") | 75 |
2.36 mm (No. 8) | 48 |
1.18 mm (No. 16) | 32 |
0.600 mm (No. 30) | 23 |
0.300 mm (No.50) | 17 |
0.150 mm (No.100) | 13 |
0.075 mm (No.200) | 10.7 |
Limestone fines from Pelican Point can be an ideal choice for placement in applications such as footpaths or other trails where a smaller top size would be ideal.
ASTM C136 / AASHTO T27 | |
---|---|
Sieve Size | % Passing* |
AASHTO M145 | |
9.5 mm (3/8") | 100 |
6.3 mm (1/4") | 88 |
4.75 mm (No.4") | 75 |
2.36 mm (No. 8) | 48 |
1.18 mm (No. 16) | 32 |
0.600 mm (No. 30) | 23 |
0.300 mm (No.50) | 17 |
0.150 mm (No.100) | 13 |
0.075 mm (No.200) | 10.7 |
ASTM | AASHTO | Physical Properties |
Result* |
|
---|---|---|---|---|
C 29 | T19 | Unit Weight | Unit Weight, lbs./cu.ft. | 120 |
Voids | 25% | |||
Type | Rodded | |||
D1557 | T180 | Modified Proctor | Max. density, lbs./cu.ft | 134.5 |
Optimum Moisture | 7.8% | |||
D698 | T99 | Standard Proctor | Max. density, lbs./cu.ft | 129.5 |
Optimum Moisture | 10.4% | |||
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) | 2.567 |
Bulk Specific Gravity, SSD | 2.61 | |||
Apparent Specific Gravity | 2.682 | |||
Absorption | 1.7% | |||
D2419 | T176 | Sand Equivalent | Sand Equivalent | 62% |
C 88 | T104 | Soundness | Coarse Soundness Loss | % |
Magnesium No. of Cycles | ||||
Fine Soundness Loss | 1.5% | |||
Magnesium No. of Cycles | 5% | |||
C 1252 | T304 | Fine Aggregate Angularity | Uncompacted Voids | 43.6% |
Method C (as received material) | % | |||
C40 | T21 | Organic Impurities | Coarse Aggregate | % |
Fine Aggregate | Lighter Plate 1% | |||
C142 | T112 | Clay / Friable Particles | Coarse Aggregate | % |
Fine Aggregate | 0.0% | |||
C123 | T113 | Lightweight Pieces | Coarse Aggregate | % |
Fine Aggregate | 0.0% |