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...")
 
m (Redirected page to Aggregates)
 
(14 intermediate revisions by 2 users not shown)
Line 1: Line 1:
−
<p>All aggregates should meet the following criteria:
+
#REDIRECT [[Aggregates]]
−
<ul>
 
−
<li>Maximum wash loss of 0.5%</li>
 
−
<li>Minimum durability index of 35</li>
 
−
<li>Maximum abrasion of 10% for 100 revolutions and maximum of 50% for 500 revolutions</li>
 
−
</ul>
 
−
<p>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 .</p>
 

Latest revision as of 20:43, 5 March 2018

Redirect to:

Retrieved from "https://wiki.sustainabletechnologies.ca/index.php?title=Gravel&oldid=6718"