Difference between revisions of "Summary of specifications for permeable pavement"
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| − | + | <font size=3>'''This table shows summarizes specifications for permeable pavement.'''</font size><br> | |
| − | Link to this [[Summary of specifications for permeable pavement|table]]. | + | Link to this [[Summary of specifications for permeable pavement|table]]. |
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| − | <th><center>'''Material'''</center><th> | + | <th><center>'''Material'''</center></th> |
<th><center>'''Specification'''</center></th> | <th><center>'''Specification'''</center></th> | ||
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| + | <noinclude>[[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Permeable pavement]]</noinclude> | ||
Latest revision as of 20:36, 26 July 2022
This table shows summarizes specifications for permeable pavement.
Link to this table.
| Permeable Pavers | Surface open area: typically 5% to 15%; minimum thickness: 3 inches for vehicles; minimum compressive strength: 8,000 psi | Concrete pavers conform to ASTM C936 and clay pavers C1272. Reservoir layer required to support the structural load. |
| Pervious Concrete |
|
May not require a reservoir layer to support loads, but a layer is required for storage/infiltration. In no case should plain steel rebar or mesh be used in pervious concrete as this invites corrosion. |
| Porous Asphalt |
|
Reservoir layer contributes to structural load support. |
This page was last edited on 26 July 2022, at 20:36.