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|  | !Quantity |  | !Quantity | 
|  | |- |  | |- | 
| − | |'''Pervious Concrete''' | + | |'''Pervious concrete''' | 
|  | | |  | | | 
|  | * 28 day compressive strength = 5.5 to 20 MPa    |  | * 28 day compressive strength = 5.5 to 20 MPa    | 
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|  | |Thickness will range from 100 mm - 150 mm depending on the expected loads |  | |Thickness will range from 100 mm - 150 mm depending on the expected loads | 
|  | |- |  | |- | 
| − | |'''Porous Asphalt''' | + | |'''Porous asphalt''' | 
|  | | |  | | | 
|  | * open-graded asphalt mix with a minimum of 16 % air voids   |  | * open-graded asphalt mix with a minimum of 16 % air voids   | 
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|  | |Thickness will range from 50 mm - 100 mm depending on the expected loads |  | |Thickness will range from 50 mm - 100 mm depending on the expected loads | 
|  | |- |  | |- | 
| − | |'''Permeable Pavers''' | + | |'''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) crushed aggregate is recommended for fill material in the paver openings. | 
| − | *Pavers shall meet the minimum material and standard specification for Precast Concrete Pavers. | + | *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. |  | *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% |  | *Maximum allowable breakage of product is 5% | 
|  | | |  | | | 
|  | *For vehicle applications the minimum paver thickness is 80 mm |  | *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. | + | *For pedestrian applications is 60 mm and joint widths should be no greater than 15 mm.   | 
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