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| ==Construction Costs== | | ==Construction Costs== |
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− | [[File:Construction Breakdown PA No Infil.PNG|thumb|right|400px|'''Construction Costs Per Unit Drainage Area (CAD$/m<sup>2</sup>) - No Infiltration Design, 25 mm Retention''']] | + | [[File:Construction Breakdown PA No Infil 2023.PNG|thumb|right|400px|'''Construction Costs Per Unit Drainage Area (CAD$/m<sup>2</sup>) - No Infiltration Design, 25 mm Retention''']] |
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| [[File:Construction Breakdown PA Full Infil.PNG|thumb|left|400px|'''Construction Costs Per Unit Drainage Area (CAD$/m<sup>2</sup>) - Full Infiltration Design, 25 mm Treatment''']] | | [[File:Construction Breakdown PA Full Infil.PNG|thumb|left|400px|'''Construction Costs Per Unit Drainage Area (CAD$/m<sup>2</sup>) - Full Infiltration Design, 25 mm Treatment''']] |
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− | [[File:Construction Breakdown PA Partial Infil.PNG|thumb|center|400px|'''Construction Costs Per Unit Drainage Area (CAD$/m<sup>2</sup>) - Partial Infiltration Design, 25 mm Retention''']] | + | [[File:Construction Breakdown PA Partial Infil 2023.PNG|thumb|center|400px|'''Construction Costs Per Unit Drainage Area (CAD$/m<sup>2</sup>) - Partial Infiltration Design, 25 mm Retention''']] |
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| [[File:25yr LCCT PA Full Infil.PNG|thumb|left|400px|'''Porous Asphalt: Full infiltration''']] | | [[File:25yr LCCT PA Full Infil.PNG|thumb|left|400px|'''Porous Asphalt: Full infiltration''']] |
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− | [[File:25yr LCCT PA No Infil.PNG|thumb|right|400px|'''Porous Asphalt: Non-infiltrating''']] | + | [[File:25yr LCCT PA No Infil 2023.PNG|thumb|right|400px|'''Porous Asphalt: Non-infiltrating''']] |
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− | [[File:25yr LCCT PA Partial Infil.PNG|thumb|center|400px|'''Porous Asphalt: Partial infiltration''']] | + | [[File:25yr LCCT PA Partial Infil 2023.PNG|thumb|center|400px|'''Porous Asphalt: Partial infiltration''']] |
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| [[File:50yr LCCT PA Full Infil.PNG|thumb|left|400px|'''Porous Asphalt: Full infiltration''']] | | [[File:50yr LCCT PA Full Infil.PNG|thumb|left|400px|'''Porous Asphalt: Full infiltration''']] |
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− | [[File:50yr LCCT PA No Infil.PNG|thumb|right|400px|'''Porous Asphalt: Non-infiltrating''']] | + | [[File:50yr LCCT PA No Infil 2023.PNG|thumb|right|400px|'''Porous Asphalt: Non-infiltrating''']] |
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− | [[File:50yr LCCT PA Partial Infil.PNG|thumb|center|400px|'''Porous Asphalt: Partial infiltration''']] | + | [[File:50yr LCCT PA Partial Infil 2023.PNG|thumb|center|400px|'''Porous Asphalt: Partial infiltration''']] |
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| ==Cost Summary Tables== | | ==Cost Summary Tables== |
− | Total life cycle cost estimates for the three porous asphalt configurations vary substantially with the No Infiltration design being highest ($160,519.90), compared to the Partial Infiltration design ($138,144.27), and followed closely by the Full Infiltration design ($131,972.30). | + | Total life cycle cost estimates over the 50 year evaluation period for the three porous asphalt configurations vary substantially with the No Infiltration design being highest ($260,789.11), compared to the Partial Infiltration design ($237,742.21), and followed closely by the Full Infiltration design ($228,316.69). |
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| It is notable that a sensitivity analysis was conducted in 2019 to compare construction cost estimates generated by the tool to actual costs of implemented projects. '''The analysis found that tool estimates were typically within ±14% of actual construction costs'''<ref>Credit Vally Conservation (CVC). 2019. Life-cycle costing tool 2019 update: sensitivity analysis. Credit Valley Conservation, Mississauga, Ontario. https://sustainabletechnologies.ca/app/uploads/2020/04/LCCT-Sensitivity-Analysis_March2020.pdf</ref>. | | It is notable that a sensitivity analysis was conducted in 2019 to compare construction cost estimates generated by the tool to actual costs of implemented projects. '''The analysis found that tool estimates were typically within ±14% of actual construction costs'''<ref>Credit Vally Conservation (CVC). 2019. Life-cycle costing tool 2019 update: sensitivity analysis. Credit Valley Conservation, Mississauga, Ontario. https://sustainabletechnologies.ca/app/uploads/2020/04/LCCT-Sensitivity-Analysis_March2020.pdf</ref>. |
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| [[File:Kane-porous.jpg|thumb|800px|An example of installed porous asphalt in a designated biking lane, with curb cut inlets leading to adjacent bioswale features, located in the in the City of Gresham, Oregon (Source: Sightline Institute, 2012<ref>Sightline Institute, 2012. Surprisingly Ambitious Permeable Projects. Written by Lisa Stiffler. February 22, 2012. Accessed Dec. 16, 2022. https://www.sightline.org/2012/02/22/surprisingly-ambitious-permeable-projects/</ref>).]] | | [[File:Kane-porous.jpg|thumb|800px|An example of installed porous asphalt in a designated biking lane, with curb cut inlets leading to adjacent bioswale features, located in the in the City of Gresham, Oregon (Source: Sightline Institute, 2012<ref>Sightline Institute, 2012. Surprisingly Ambitious Permeable Projects. Written by Lisa Stiffler. February 22, 2012. Accessed Dec. 16, 2022. https://www.sightline.org/2012/02/22/surprisingly-ambitious-permeable-projects/</ref>).]] |
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− | [[File:Design Table PA Full Infil.PNG|700px]]<br> | + | [[File:Design Table PA Full Infil update 2023.PNG|700px]]<br> |
| </br> | | </br> |
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| ===Partial Infiltration=== | | ===Partial Infiltration=== |
− | [[File:Design Table PA Partial Infil.PNG|700px]]<br> | + | [[File:Design Table PA Partial Infil 2023.PNG|700px]]<br> |
| </br> | | </br> |
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| ===Non-Infiltrating/filtration only=== | | ===Non-Infiltrating/filtration only=== |
− | [[File:Design Table PA No Infil.PNG|700px]]<br> | + | [[File:Design Table PA No Infil update 2023.PNG|700px]]<br> |
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| ==References== | | ==References== |