Difference between revisions of "Gravel"

From LID SWM Planning and Design Guide
Jump to navigation Jump to search
(Created page with "<p>All aggregates should meet the following criteria: <ul> <li>Maximum wash loss of 0.5%</li> <li>Minimum durability index of 35</li> <li>Maximum abrasion of 10% for 100 revol...")
(No difference)

Revision as of 00:11, 30 June 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 shall be 0.4 .