Difference between revisions of "Gravel"
		
		
		
		
		
		Jump to navigation
		Jump to search
		
				
		
		
	
| Jenny Hill (talk | contribs) | Jenny Hill (talk | contribs)  | ||
| Line 1: | Line 1: | ||
| All aggregates should meet the following criteria: | All aggregates should meet the following criteria: | ||
| − | + | *Maximum wash loss of 0.5%, | |
| − | + | *Minimum durability index of 35, | |
| − | + | *Maximum abrasion of 10% for 100 revolutions and maximum of 50% for 500 revolutions. | |
| − | |||
| − | |||
| − | |||
| − | |||
| − | |||
| − | |||
| − | |||
| − | |||
| + | *Granular material for underdrains should be clear crushed 50 mm diameter stone graded in accordance with ASTM D 2940. | ||
| + | *The void space ratio should be 0.4 (or 40%) | ||
| + | *A 100 mm layer of smaller grade pea gravel should be laid over the clear stone to reduce the chance of puncture damage to geotextile fabric.  | ||
| − | |||
| − | |||
| [[Category:materials]] | [[Category:materials]] | ||
Revision as of 09:48, 6 July 2017
All aggregates should meet the following criteria:
- Maximum wash loss of 0.5%,
- Minimum durability index of 35,
- Maximum abrasion of 10% for 100 revolutions and maximum of 50% for 500 revolutions.
- Granular material for underdrains should be clear crushed 50 mm diameter stone graded in accordance with ASTM D 2940.
- The void space ratio should be 0.4 (or 40%)
- A 100 mm layer of smaller grade pea gravel should be laid over the clear stone to reduce the chance of puncture damage to geotextile fabric.