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Gravel
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Revision as of 13:48, 6 July 2017
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7 years ago
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All aggregates should meet the following criteria:
All aggregates should meet the following criteria:
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<ul>
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*
Maximum wash loss of 0.5%
,
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<li>
Maximum wash loss of 0.5%
.</li>
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*
Minimum durability index of 35
,
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<li>
Minimum durability index of 35
.</li>
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*
Maximum abrasion of 10% for 100 revolutions and maximum of 50% for 500 revolutions.
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<li>
Maximum abrasion of 10% for 100 revolutions and maximum of 50% for 500 revolutions.
</li>
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</ul>
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====Underdrains====
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<ul>
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<li>Granular material for underdrains should be clear crushed 50 mm diameter stone graded in accordance with ASTM D 2940. </li>
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<li>The void space ratio shall be 0.4 .</li>
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<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>
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</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%)
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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]]
[[Category:materials]]
Jenny Hill
8,255
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