Difference between revisions of "Sand"

From LID SWM Planning and Design Guide
Jump to navigation Jump to search
m
m
Line 15: Line 15:
|9.5 mm||100
|9.5 mm||100
|-
|-
|4.75 mm (No.4)||95-100
|4.75 mm (No.4)||95 - 100
|-
|-
|2.36 mm (No.8)||80-100
|2.36 mm (No.8)||80 - 100
|-
|-
|1.18 mm (No.16)||50-85
|1.18 mm (No.16)||50 - 85
|-
|-
|0.60 mm (No.30)||25-50
|0.60 mm (No.30)||25 - 50
|-
|-
|0.30 mm (No.50)||5-30
|0.30 mm (No.50)||5 - 30
|-
|-
|0.15 mm (No.100)||0-10
|0.15 mm (No.100)||0 - 10
|-
|-
|0.075 mm (No.200)||≤ 3
|0.075 mm (No.200)||≤ 3

Revision as of 02:50, 8 March 2018

Particle size distribution graph, as described in table
  • Coarse sand for LID construction shall be washed clean and free free of toxic materials.
  • The pH of the sand shall be ≤ 7.0.
  • Manufactured sand from limestone or dolostone parent material is not acceptable.
  • Sand manufactured from crushed recycled glass is available locally, and is a viable alternative.
  • The coarse sand shall have a fineness modulus index between 2.8 and 3.1 according to ASTM C33/C33M, or otherwise meet the gradation below.
Particle size distribution
Sieve Percent passing
9.5 mm 100
4.75 mm (No.4) 95 - 100
2.36 mm (No.8) 80 - 100
1.18 mm (No.16) 50 - 85
0.60 mm (No.30) 25 - 50
0.30 mm (No.50) 5 - 30
0.15 mm (No.100) 0 - 10
0.075 mm (No.200) ≤ 3