Difference between revisions of "Reservoir aggregate"
Jump to navigation
Jump to search
Jenny Hill (talk | contribs) m |
Jenny Hill (talk | contribs) m |
||
Line 6: | Line 6: | ||
*Minimum durability index of 35 | *Minimum durability index of 35 | ||
*Maximum abrasion of 10% for 100 revolutions and maximum of 50% for 500 revolutions | *Maximum abrasion of 10% for 100 revolutions and maximum of 50% for 500 revolutions | ||
---- | |||
[[category:materials]] | [[category:materials]] |
Revision as of 21:53, 22 November 2017
For advice on decorative surface aggregates see Stone
Gravel for underdrains and underground infiltration structures should be 20 - 50 mm, uniformly-graded, clean, crushed angular stone that has a void ratio of 0.4 (40%)[1].
Gravel with structural requirements should also 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
- ↑ Porosity of Structural Backfill, Tech Sheet #1, Stormtech, Nov 2012, http://www.stormtech.com/download_files/pdf/techsheet1.pdf accessed 16 October 2017