Difference between revisions of "Permeable pavements: Specifications"
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− | |+ | + | |+Specifications for pervious concrete, porous asphalt, and permeable pavers |
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− | ! | + | !Material |
− | ! | + | !Specification |
− | ! | + | !Quantity |
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− | + | |'''Pervious Concrete''' | |
− | + | | | |
− | |* 28 day compressive strength = 5.5 to 20 MPa | + | * 28 day compressive strength = 5.5 to 20 MPa |
+ | * Void ratio = 14% - 31% | ||
+ | * Permeability = 900 - 21,500 mm/hr | ||
+ | |Thickness will range from 100 mm-150 mm depending on the expected loads | ||
|- | |- | ||
− | + | |'''Porous Asphalt''' | |
− | |* open-graded asphalt mix with a minimum of 16% air voids | + | | |
+ | * open-graded asphalt mix with a minimum of 16% air voids | ||
+ | * Polymer can be added to provide additional strength to heavy loads | ||
+ | |Thickness will range from 50 mm-100 mm depending on the expected loads | ||
|- | |- | ||
− | + | |'''Permeable Pavers''' | |
− | |*ASTM No. 8(5 mm dia) crused aggregate is recommended for fill material in the paver openings. | + | | |
+ | *ASTM No. 8(5 mm dia) crused aggregate is recommended for fill material in the paver openings. | ||
+ | *Pavers shall meet the minimum material and standard specification for Precast Concrete Pavers. | ||
+ | *Pigment in concrete pavers shall conform to ASTM C 979 ACI Report No. 212.3R provides guidance on the use of pigments. | ||
+ | *Maximum allowable breakage of product is 5% | ||
+ | | | ||
+ | *For vehicle applications the minimum paver thickness is 80 mm | ||
+ | *For pedestrian applications is 60 mm and Joint widths should be no greater than 15 mm. | ||
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Revision as of 20:32, 16 October 2017
Material | Specification | Quantity |
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Pervious Concrete |
|
Thickness will range from 100 mm-150 mm depending on the expected loads |
Porous Asphalt |
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Thickness will range from 50 mm-100 mm depending on the expected loads |
Permeable Pavers |
|
|