Difference between revisions of "Gravel"
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− | + | All aggregates should meet the following criteria: | |
<ul> | <ul> | ||
<li>Maximum wash loss of 0.5%.</li> | <li>Maximum wash loss of 0.5%.</li> | ||
Line 5: | Line 5: | ||
<li>Maximum abrasion of 10% for 100 revolutions and maximum of 50% for 500 revolutions.</li> | <li>Maximum abrasion of 10% for 100 revolutions and maximum of 50% for 500 revolutions.</li> | ||
</ul> | </ul> | ||
− | Granular material for underdrains should be clear crushed 50 mm diameter stone graded in accordance with ASTM D 2940. The void space ratio shall be 0.4 .</ | + | ====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> | ||
+ | |||
+ | |||
+ | |||
+ | |||
[[Category:materials]] | [[Category:materials]] |
Revision as of 21:04, 5 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.
Underdrains[edit]
- Granular material for underdrains should be clear crushed 50 mm diameter stone graded in accordance with ASTM D 2940.
- The void space ratio shall be 0.4 .
- 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.