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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. |
| |- | | |- |