Difference between revisions of "Gravel"

From LID SWM Planning and Design Guide
Jump to navigation Jump to search
Line 1: Line 1:
 
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.
  
 
{{:feedback}}
 
 
[[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.