Gravel
Revision as of 13:48, 6 July 2017 by Jenny Hill (talk | contribs)
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.