Difference between revisions of "Specifications for materials under permeable pavement surface"
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| − | + | <font size=3>'''Summary of specifications for materials under the pavement surface. For more information, see the footnote (<sup>1</sup>). Reference or links to any specific commercial product, process, or service by trade name, trademark, service mark, manufacturer, or otherwise does not constitute or imply endorsement, recommendation, or favoring by the Minnesota Pollution Control Agency.'''</font size><br> | |
| − | Link to this [[Specifications for materials under permeable pavement surface|table]] | + | Link to this [[Specifications for materials under permeable pavement surface|table]] |
<table class="sortable"> | <table class="sortable"> | ||
| Line 10: | Line 10: | ||
<tr> | <tr> | ||
<td>Bedding/choker layer</td> | <td>Bedding/choker layer</td> | ||
| − | <td>*Pervious concrete: None | + | <td> |
| + | *Pervious concrete: None | ||
*Porous asphalt: 1inch of AASHTO No. 57 stone | *Porous asphalt: 1inch of AASHTO No. 57 stone | ||
| − | *PICP: | + | *PICP: 2 inches of [https://www.transportation.org/ AASHTO] No. 8 stone ([https://www.dot.state.mn.us/pre-letting/spec/ MnDOT 3127FA-3])</td> |
<td>Washed free of fines</td> | <td>Washed free of fines</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
<td>Reservoir Layer</td> | <td>Reservoir Layer</td> | ||
| − | <td>*Pervious concrete: AASHTO No. 57 stone or per hydraulic design | + | <td> |
| − | *Porous asphalt:AASHTO No. 2, 3, or 5 | + | *Pervious concrete: AASHTO No. 57 stone or per hydraulic design |
| − | *PICP: | + | *Porous asphalt:AASHTO No. 2, 3, or 5 stone |
| + | *PICP: 4 inches of AASHTO No. 57 base and AASHTO No.2, 3 or 4 stone subbase</td> | ||
<td>Stone layer thickness based on the pavement structural and hydraulic requirements. Stonewashed and free of fines. Recommended minimum void ratio = 0.4.</td> | <td>Stone layer thickness based on the pavement structural and hydraulic requirements. Stonewashed and free of fines. Recommended minimum void ratio = 0.4.</td> | ||
</tr> | </tr> | ||
<tr> | <tr> | ||
<td>Underdrain (optional)</td> | <td>Underdrain (optional)</td> | ||
| − | <td colspan="2">Use 4 to 6 inch diameter perforated PVC (AASHTO M-252) pipe or corrugated polyethylene pipe. | + | <td colspan="2">Use 4 to 6 inch diameter perforated PVC (AASHTO M-252) pipe or corrugated polyethylene pipe. Perforated pipe installed for the full length of the permeable pavement cell, and non-perforated pipe, as needed,connected to storm drainage system.</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
<td>Filter Layer (optional)</td> | <td>Filter Layer (optional)</td> | ||
| − | <td>Sand filter layeris separated from base above and native soils with geotextile. Sand layer typically ASTM C33 gradation, 6 to 12 inches thick.</td> | + | <td>Sand filter layeris separated from base above and native soils with geotextile. Sand layer typically [http://www.astm.org/ ASTM] C33 gradation, 6 to 12 inches thick.</td> |
| − | <td>The sand layer may require a choker layer on surface to provide transition to base layerstone.</td> | + | <td>The Filter Layer is REQUIRED if using the permeable pavement system to meet permit requirements. The sand layer may require a choker layer on surface to provide transition to base layerstone.</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
| Line 37: | Line 39: | ||
<tr> | <tr> | ||
<td>Impermeable Liner</td> | <td>Impermeable Liner</td> | ||
| − | <td colspan="2">Use a minimum 30mil PVC liner covered by 12 ounce/square yard non-woven geotextile. EPDM | + | <td colspan="2">Use a minimum 30mil PVC liner covered by 12 ounce/square yard non-woven geotextile. [[Glossary|EPDM]] and [[Glossary|HDPE]] liner material is also acceptable.</td> |
</tr> | </tr> | ||
<tr> | <tr> | ||
<td>Observation Well</td> | <td>Observation Well</td> | ||
| − | <td colspan="2">Use a perforated 4 to 6 inch vertical PVC pipe (AASHTO M-252) with a lockable cap, installedflush with the surface (or under pavers).</td> | + | <td colspan="2">Use a perforated 4 to 6 inch vertical [[Glossary|PVC]] pipe (AASHTO M-252) with a lockable cap, installedflush with the surface (or under pavers).</td> |
</tr> | </tr> | ||
</table> | </table> | ||
| + | <font size=1><sup>1</sup>for additional information on materials referenced in this table (e.g. stone dimensions), see the following links: | ||
| + | *stone size [https://www.dot.state.mn.us/pre-letting/spec/] | ||
| + | *definitions of aggregates [https://www.dot.state.mn.us/pre-letting/spec/] | ||
| + | *information on geotextiles [https://www.epa.gov/system/files/documents/2021-11/bmp-geotextiles-matting-and-netting.pdf] | ||
| + | *liners [http://stormwater.pca.state.mn.us/index.php/Liners_for_stormwater_management 1]</font size> | ||
| + | |||
| + | <noinclude>[[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Permeable pavement]]</noinclude> | ||
Latest revision as of 17:25, 27 December 2022
Summary of specifications for materials under the pavement surface. For more information, see the footnote (1). Reference or links to any specific commercial product, process, or service by trade name, trademark, service mark, manufacturer, or otherwise does not constitute or imply endorsement, recommendation, or favoring by the Minnesota Pollution Control Agency.
Link to this table
| Bedding/choker layer |
|
Washed free of fines |
| Reservoir Layer |
|
Stone layer thickness based on the pavement structural and hydraulic requirements. Stonewashed and free of fines. Recommended minimum void ratio = 0.4. |
| Underdrain (optional) | Use 4 to 6 inch diameter perforated PVC (AASHTO M-252) pipe or corrugated polyethylene pipe. Perforated pipe installed for the full length of the permeable pavement cell, and non-perforated pipe, as needed,connected to storm drainage system. | |
| Filter Layer (optional) | Sand filter layeris separated from base above and native soils with geotextile. Sand layer typically ASTM C33 gradation, 6 to 12 inches thick. | The Filter Layer is REQUIRED if using the permeable pavement system to meet permit requirements. The sand layer may require a choker layer on surface to provide transition to base layerstone. |
| Geotextile(optional) | Comply with AASHTO M-288 Standard Specification for Geotextile Specification for Highway Applications, drainage and separation applications, Class I or II. Porous asphalt industry recommends non-woven geotextile. | |
| Impermeable Liner | Use a minimum 30mil PVC liner covered by 12 ounce/square yard non-woven geotextile. EPDM and HDPE liner material is also acceptable. | |
| Observation Well | Use a perforated 4 to 6 inch vertical PVC pipe (AASHTO M-252) with a lockable cap, installedflush with the surface (or under pavers). | |
1for additional information on materials referenced in this table (e.g. stone dimensions), see the following links:
This page was last edited on 27 December 2022, at 17:25.