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Gravel
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Revision as of 13:48, 6 July 2017
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All aggregates should meet the following criteria:
All aggregates should meet the following criteria:
<ul>
*
Maximum wash loss of 0.5%
,
<li>
Maximum wash loss of 0.5%
.</li>
*
Minimum durability index of 35
,
<li>
Minimum durability index of 35
.</li>
*
Maximum abrasion of 10% for 100 revolutions and maximum of 50% for 500 revolutions.
<li>
Maximum abrasion of 10% for 100 revolutions and maximum of 50% for 500 revolutions.
</li>
</ul>
====Underdrains====
<ul>
<li>Granular material for underdrains should be clear crushed 50 mm diameter stone graded in accordance with ASTM D 2940. </li>
<li>The void space ratio shall be 0.4 .</li>
<li>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. </li>
</ul>
*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.
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[[Category:materials]]
[[Category:materials]]
Jenny Hill
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