Difference between revisions of "Gravel"
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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 13:48, 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.