Difference between revisions of "Sand"
		
		
		
		
		
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| Jenny Hill (talk | contribs) | Dean Young (talk | contribs)  | ||
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| − | *Coarse sand for LID construction shall be clean and  | + | [[File:PSD sand.jpg|thumb|Particle size distribution graph for ASTM C33 sand, as described in table]] | 
| − | *The pH of the sand shall be  ≤ 7.0 | + | |
| + | *Coarse sand for LID construction shall be washed clean and free of toxic materials. | ||
| + | *The pH of the sand shall be  ≤ 7.0.   | ||
| *The coarse sand shall have a fineness modulus index between 2.8 and 3.1 according to [https://www.astm.org/Standards/C33 ASTM C33/C33M], or otherwise meet the gradation below. | *The coarse sand shall have a fineness modulus index between 2.8 and 3.1 according to [https://www.astm.org/Standards/C33 ASTM C33/C33M], or otherwise meet the gradation below. | ||
| Line 11: | Line 13: | ||
| |9.5 mm||100 | |9.5 mm||100 | ||
| |- | |- | ||
| − | |4.75 mm (No.4)||95-100 | + | |4.75 mm (No.4)||95 - 100 | 
| |- | |- | ||
| − | |2.36 mm (No.8)||80-100 | + | |2.36 mm (No.8)||80 - 100 | 
| |- | |- | ||
| − | |1.18 mm (No.16)||50-85 | + | |1.18 mm (No.16)||50 - 85 | 
| |- | |- | ||
| − | |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 | 
| |- | |- | ||
| − | |0.15 mm (No.100)||0-10 | + | |0.15 mm (No.100)||0 - 10 | 
| |- | |- | ||
| |0.075 mm (No.200)||≤ 3 | |0.075 mm (No.200)||≤ 3 | ||
Latest revision as of 14:48, 15 September 2020
- Coarse sand for LID construction shall be washed clean and free of toxic materials.
- The pH of the sand shall be ≤ 7.0.
- 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 | 
