Difference between revisions of "Gravel"
Jump to navigation
Jump to search
Jenny Hill (talk | contribs) |
|||
Line 1: | Line 1: | ||
− | For advice on decorative surface aggregates see [[Stone]] | + | For advice on decorative surface aggregates see '''[[Stone]]''' |
*Granular material for underdrains should be clear crushed 20 or 50 mm diameter stone graded in accordance with [https://www.astm.org/Standards/D2940.htm ASTM D 2940], | *Granular material for underdrains should be clear crushed 20 or 50 mm diameter stone graded in accordance with [https://www.astm.org/Standards/D2940.htm ASTM D 2940], |
Revision as of 13:45, 11 October 2017
For advice on decorative surface aggregates see Stone
- Granular material for underdrains should be clear crushed 20 or 50 mm diameter stone graded in accordance with ASTM D 2940,
- The 20 mm clear crushed aggregate permits the use of an overlaid layer of high performance bedding (HPB) as a choker layer,
- The void space ratio should be > 0.35 (or > 35%)
All gravel 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