Difference between revisions of "Assessing the performance of permeable pavement"
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*Inspect the structural integrity of the pavement surface, looking for signs of surface deterioration, such as slumping, cracking, spalling, or broken pavers. Replacement to rectify a damaged surface or one removed for access to utility repairs should be done per industry recommendations. After base compaction, small areas of pervious concrete and porous asphalt can be replaced with conventional (impervious) asphalt or concrete up to 10 percent of the total permeable pavement area. For PICP, paving units are removed for reinstatement later. The remaining undisturbed pavers at the perimeter of the opening are typically held in place with temporary wood or metal braces. Once the base is replaced and compacted, new bedding material and pavers are reinstated and compacted over the base. | *Inspect the structural integrity of the pavement surface, looking for signs of surface deterioration, such as slumping, cracking, spalling, or broken pavers. Replacement to rectify a damaged surface or one removed for access to utility repairs should be done per industry recommendations. After base compaction, small areas of pervious concrete and porous asphalt can be replaced with conventional (impervious) asphalt or concrete up to 10 percent of the total permeable pavement area. For PICP, paving units are removed for reinstatement later. The remaining undisturbed pavers at the perimeter of the opening are typically held in place with temporary wood or metal braces. Once the base is replaced and compacted, new bedding material and pavers are reinstated and compacted over the base. | ||
| + | ==Related articles== | ||
| + | *[[Overview for permeable pavement]] | ||
| + | *[[Types of permeable pavement]] | ||
| + | *[[Design criteria for permeable pavement]] | ||
| + | *[[Construction specifications for permeable pavement]] | ||
| + | <!--[[Construction observations for permeable pavement]]--> | ||
| + | *[[Assessing the performance of permeable pavement]] | ||
| + | *[[Operation and maintenance of permeable pavement]] | ||
| + | *[[Calculating credits for permeable pavement]] | ||
| + | <!--[[Cost-benefit considerations for permeable pavement]]--> | ||
| + | *[[Additional considerations for permeable pavement]] | ||
| + | <!--*[[Links for permeable pavement]] | ||
| + | *[[External resources for permeable pavement]]--> | ||
| + | *[[References for permeable pavement]] | ||
| + | <!--*[[Supporting material for permeable pavement]]--> | ||
| + | <!--*[[Permeable pavement credits]]--> | ||
| + | *[[Fact sheets for permeable pavement]]</noinclude> | ||
<noinclude>[[category:Assessing performance]]</noinclude> | <noinclude>[[category:Assessing performance]]</noinclude> | ||
Revision as of 12:59, 19 September 2013
Maintenance of permeable pavement includes a review of its condition and performance. A spring maintenance inspection is recommended and cleanup conducted as needed. The following are recommended annual maintenance inspection points for permeable pavements:
- The drawdown rate should be measured at the observation well for three (3) days following a storm event in excess of 1/2 inch in depth. If standing water is still observed in the well after two days, this is a clear sign the system is not performing as desired and there subgrade soil clogging is a problem.
- Inspect the surface for evidence of sediment deposition, organic debris, water staining, or ponding that may indicate surface clogging. If any signs of clogging are noted, schedule a vacuum sweeper to remove deposited material. Then test sections using ASTM C1701 to ensure that the surface attains an infiltration rate of at least 10 inches per hour.
- Check inlets, pretreatment cells and any flow diversion structures for sediment buildup and structural damage. Remove the sediment.
- Inspect any contributing drainage area for any controllable sources of sediment or erosion
- Inspect the condition of the observation well and make sure it is capped.
- Inspect the structural integrity of the pavement surface, looking for signs of surface deterioration, such as slumping, cracking, spalling, or broken pavers. Replacement to rectify a damaged surface or one removed for access to utility repairs should be done per industry recommendations. After base compaction, small areas of pervious concrete and porous asphalt can be replaced with conventional (impervious) asphalt or concrete up to 10 percent of the total permeable pavement area. For PICP, paving units are removed for reinstatement later. The remaining undisturbed pavers at the perimeter of the opening are typically held in place with temporary wood or metal braces. Once the base is replaced and compacted, new bedding material and pavers are reinstated and compacted over the base.
Related articles
- Overview for permeable pavement
- Types of permeable pavement
- Design criteria for permeable pavement
- Construction specifications for permeable pavement
- Assessing the performance of permeable pavement
- Operation and maintenance of permeable pavement
- Calculating credits for permeable pavement
- Additional considerations for permeable pavement
- References for permeable pavement
- Fact sheets for permeable pavement