Difference between revisions of "Sand"
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Line 17: | Line 17: | ||
|1.18 mm (No.16)||50-85 | |1.18 mm (No.16)||50-85 | ||
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− | |0.60 mm (No.30)||25- | + | |0.60 mm (No.30)||25-50 |
|- | |- | ||
|0.30 mm (No.50)||5-30 | |0.30 mm (No.50)||5-30 |
Revision as of 16:45, 21 August 2017
- Coarse sand for LID construction shall be clean and free free of toxic materials.
- The pH of the sand shall be ≤ 7.0. Manufactured sand from limestone or dolostone parent material is not acceptable.
- The coarse sand shall have a fineness modulus index between 2.8 and 3.1 according to ASTM C33/C33M, or otherwise meet the gradation below.
Sieve | Percent passing |
---|---|
9.5 mm | 100 |
4.75 mm (No.4) | 95-100 |
2.36 mm (No.8) | 80-100 |
1.18 mm (No.16) | 50-85 |
0.60 mm (No.30) | 25-50 |
0.30 mm (No.50) | 5-30 |
0.15 mm (No.100) | 0-10 |
0.075 mm (No.200) | ≤ 3 |