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| All aggregates should meet the following criteria:
| | #REDIRECT [[Aggregates]] |
| *Maximum wash loss of 0.5%,
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| *Minimum durability index of 35,
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| *Maximum abrasion of 10% for 100 revolutions and maximum of 50% for 500 revolutions.
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| *Granular material for underdrains should be clear crushed 50 mm diameter stone graded in accordance with ASTM D 2940.
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| *The void space ratio should be 0.4 (or 40%)
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| *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.
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| [[Category:materials]] | |