Difference between revisions of "References for permeable pavement"
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| − | *American Association of State highway and Transportation Officials [ | + | *American Association of State highway and Transportation Officials [https://habib00ugm.files.wordpress.com/2010/05/aashto1993.pdf (AASHTO)]. 1993. ''Guide for Design of Pavement Structures'', American Association of State Highway and Transportation Officials, Washington, DC. |
| − | *[ | + | *American Concrete Institute 2010. ACI Committee 522. [https://cecollection2.files.wordpress.com/2020/05/522r-10-report-on-pervious-concrete.pdf Report on Pervious Concrete]. American Concrete Institute, Farmington Hills, MI, ACI 522R-10. March 2010. |
| − | *American Concrete | + | *American Concrete Pavement Association. [http://www.acpa.org/ (ACPA)] 2010. ''PerviousPave Technical Guidance''. American Concrete Pavement Association. Chicago, IL. |
*Bean, E.Z., W.F. Hunt, D.A. Bidelspach. 2007. ''A Field Survey of Permeable Pavement Surface Infiltration Rates''. ASCE Journal of Irrigation and Drainage Engineering, Vol. 133, No. 3, pp. 249-255. | *Bean, E.Z., W.F. Hunt, D.A. Bidelspach. 2007. ''A Field Survey of Permeable Pavement Surface Infiltration Rates''. ASCE Journal of Irrigation and Drainage Engineering, Vol. 133, No. 3, pp. 249-255. | ||
*Bean, E.Z., W.F. Hunt and D.A. Bidelspach. 2007. ''Evaluation of Four Permeable Pavement Sites in Eastern North Carolina for Runoff Reduction and Water Quality Impacts''. ASCE Journal of Irrigation and Drainage Engineering, November/December 2007, p. 583-592. | *Bean, E.Z., W.F. Hunt and D.A. Bidelspach. 2007. ''Evaluation of Four Permeable Pavement Sites in Eastern North Carolina for Runoff Reduction and Water Quality Impacts''. ASCE Journal of Irrigation and Drainage Engineering, November/December 2007, p. 583-592. | ||
| − | *[ | + | *[https://www.sandiego.gov/sites/default/files/legacy/thinkblue/pdf/swdsweeparticle.pdf Brown], C. and B. Evens. 2013. ''Street Sweeping Pilot Studies: Bringing Program Improvements to San Diego''. Stormwater. January/February 2013. |
| − | *California Stormwater Quality Association [ | + | *California Stormwater Quality Association. 2003. [https://www.casqa.org/sites/default/files/BMPHandbooks/BMP_NewDevRedev_Complete.pdf California Stormwater BMP Handbook. New Development and Redevelopment]. |
| − | *Erickson, A.J. and Gulliver, J.S. | + | *Erickson, A.J. and Gulliver, J.S. [https://conservancy.umn.edu/bitstream/handle/11299/115602/pr549.pdf?sequence=1&isAllowed=y Performance Assessment of an Iron-Enhanced Sand Filtration Trench for Capturing Dissolved Phosphorus]. Project Report No. 549. St. Anthony Falls Laboratory. University of Minnesota. Minneapolis, Minnesota. Prepared for the City of Prior Lake, Minnesota. |
| − | *Hansen 2008, Hansen, K., | + | *Hansen 2008, Hansen, K., [https://newsletters.wetlandstudies.com/docUpload/PorousAsphaltPavements.pdf Porous Asphalt Pavements for Stormwater Management]. National Asphalt Pavement Association. Information Series 131, Lanham, Maryland. |
| − | *[ | + | *Hunt, W.F. 2011. [https://multires.eos.ncsu.edu/stormwater-bae-ncsu-edu/wp-content/uploads/sites/11/2016/05/AG-588-23-w.pdf Urban Waterways: Maintaining Permeable Pavements]. Publication of North Carolina State University and North Carolina A&T State University. August, 2011. |
| − | *Leming, M. L., Malcom, H. R., and Tennis, P. D.. 2007. | + | *Leming, M. L., Malcom, H. R., and Tennis, P. D.. 2007. [http://secement.org/wp-content/uploads/2016/02/EB303.pdf Hydrologic Design of Pervious Concrete]. EB303. Portland Cement Association, Skokie, Illinois; Ready Mixed Concrete Association, Silver Spring, Maryland. |
| − | *Minnesota Asphalt Pavement Association [ | + | *Minnesota Asphalt Pavement Association (MAPA). 2012. [https://cdn.ymaws.com/www.asphaltisbest.com/resource/resmgr/resources-engineering/tech_specifications/Draft-Porous-Spec-07-28-16.pdf Guidance Specification for Porous or Dense-Graded Hot-Mix Asphalt Pavement Structures for Storm Water Management]. New Brighton, MN. |
*Minnesota Pollution Control Agency (MPCA). 2008. ''Minnesota Stormwater Manual''. Version 2. | *Minnesota Pollution Control Agency (MPCA). 2008. ''Minnesota Stormwater Manual''. Version 2. | ||
| − | *[ | + | *Minnesota Department of Transportation. 2005. [https://www.dot.state.mn.us/pre-letting/spec/ MnDOT Standard Specifications Book]. Division III – Materials. Minnesota Department of Transportation. St. Paul, Minnesota. |
| − | *[ | + | *Minnesota Department of Transportation. 2007. [https://www.dot.state.mn.us/materials/pvmtdesign/manual2007.html MnDOT Pavement Manual]. St. Paul, Minnesota. |
| − | *Smith, D.R. and Hunt, W.F. 2010. Structural /Hydrologic Design and Maintenance of Permeable Interlocking Concrete Pavement | + | *Smith, D.R. and Hunt, W.F. 2010. ''Structural /Hydrologic Design and Maintenance of Permeable Interlocking Concrete Pavement''. Low Impact Development Conference: Redefining Water in the City. American Society of Civil Engineers. San Francisco, CA. |
| − | *Smith, D.R.. 2011. ''Permeable Interlocking Concrete Pavements''. Fourth Edition. | + | *Smith, D.R.. 2011. ''Permeable Interlocking Concrete Pavements''. Fourth Edition. Interlocking Concrete Pavement Institute. Herndon, Virginia. |
| − | * | + | *Stempihar, J.J., T. Pourshams-Manzouri, K.E. Kaloush, and M.C. Rodezno. 2011. [https://www.coolrooftoolkit.org/wp-content/uploads/2012/08/Stempihar-et-al-Porous-HMA-UHI-72711.pdf Porous Asphalt Pavement Temperature Effects for Urban Heat Island Analysis]. 2012 Annual Meeting of the Transportation Research Board. November 14, 2011. |
| − | *United States Environmental Protection Agency | + | *United States Environmental Protection Agency (USEPA). 2008. June 13, 2008 Memo. L. Boornaizian and S. Heare. [https://policycommons.net/artifacts/2400167/memorandum-re/3421695/ Clarification on which stormwater infiltration practices/technologies have the potential to be regulated as “Class V” wells by the Underground Injection Control Program]. Water Permits Division and Drinking Water Protection Division. Washington, D.C. |
| + | |||
| + | <noinclude> | ||
| + | ==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]]--> | ||
| + | *[[Case studies for permeable pavement]] | ||
| + | *[[Green Infrastructure benefits of permeable pavement]] | ||
| + | *[[Summary of permit requirements for infiltration]] | ||
| + | *[[Permeable pavement photo gallery]] | ||
| + | *[[Additional considerations for permeable pavement]] | ||
| + | *[[Links for permeable pavement]] | ||
| + | <!--*[[External resources for permeable pavement]]--> | ||
| + | *[[References for permeable pavement]] | ||
| + | <!--*[[Supporting material for permeable pavement]]--> | ||
| + | *[[Fact sheets for permeable pavement]] | ||
| + | *[[Requirements, recommendations and information for using permeable pavement BMPs in the MIDS calculator]] | ||
| + | <!--#[[Permeable pavement credits]]--> | ||
| + | |||
| + | [https://stormwater.pca.state.mn.us/index.php?title=Permeable_pavement Permeable pavement main page] | ||
| + | |||
| + | [[Category:Level 3 - Best management practices/Structural practices/Permeable pavement]] | ||
| + | [[Category:Level 2 - General information, reference, tables, images, and archives/Reference]] | ||
| + | </noinclude> | ||
Latest revision as of 02:44, 25 February 2023
- American Association of State highway and Transportation Officials (AASHTO). 1993. Guide for Design of Pavement Structures, American Association of State Highway and Transportation Officials, Washington, DC.
- American Concrete Institute 2010. ACI Committee 522. Report on Pervious Concrete. American Concrete Institute, Farmington Hills, MI, ACI 522R-10. March 2010.
- American Concrete Pavement Association. (ACPA) 2010. PerviousPave Technical Guidance. American Concrete Pavement Association. Chicago, IL.
- Bean, E.Z., W.F. Hunt, D.A. Bidelspach. 2007. A Field Survey of Permeable Pavement Surface Infiltration Rates. ASCE Journal of Irrigation and Drainage Engineering, Vol. 133, No. 3, pp. 249-255.
- Bean, E.Z., W.F. Hunt and D.A. Bidelspach. 2007. Evaluation of Four Permeable Pavement Sites in Eastern North Carolina for Runoff Reduction and Water Quality Impacts. ASCE Journal of Irrigation and Drainage Engineering, November/December 2007, p. 583-592.
- Brown, C. and B. Evens. 2013. Street Sweeping Pilot Studies: Bringing Program Improvements to San Diego. Stormwater. January/February 2013.
- California Stormwater Quality Association. 2003. California Stormwater BMP Handbook. New Development and Redevelopment.
- Erickson, A.J. and Gulliver, J.S. Performance Assessment of an Iron-Enhanced Sand Filtration Trench for Capturing Dissolved Phosphorus. Project Report No. 549. St. Anthony Falls Laboratory. University of Minnesota. Minneapolis, Minnesota. Prepared for the City of Prior Lake, Minnesota.
- Hansen 2008, Hansen, K., Porous Asphalt Pavements for Stormwater Management. National Asphalt Pavement Association. Information Series 131, Lanham, Maryland.
- Hunt, W.F. 2011. Urban Waterways: Maintaining Permeable Pavements. Publication of North Carolina State University and North Carolina A&T State University. August, 2011.
- Leming, M. L., Malcom, H. R., and Tennis, P. D.. 2007. Hydrologic Design of Pervious Concrete. EB303. Portland Cement Association, Skokie, Illinois; Ready Mixed Concrete Association, Silver Spring, Maryland.
- Minnesota Asphalt Pavement Association (MAPA). 2012. Guidance Specification for Porous or Dense-Graded Hot-Mix Asphalt Pavement Structures for Storm Water Management. New Brighton, MN.
- Minnesota Pollution Control Agency (MPCA). 2008. Minnesota Stormwater Manual. Version 2.
- Minnesota Department of Transportation. 2005. MnDOT Standard Specifications Book. Division III – Materials. Minnesota Department of Transportation. St. Paul, Minnesota.
- Minnesota Department of Transportation. 2007. MnDOT Pavement Manual. St. Paul, Minnesota.
- Smith, D.R. and Hunt, W.F. 2010. Structural /Hydrologic Design and Maintenance of Permeable Interlocking Concrete Pavement. Low Impact Development Conference: Redefining Water in the City. American Society of Civil Engineers. San Francisco, CA.
- Smith, D.R.. 2011. Permeable Interlocking Concrete Pavements. Fourth Edition. Interlocking Concrete Pavement Institute. Herndon, Virginia.
- Stempihar, J.J., T. Pourshams-Manzouri, K.E. Kaloush, and M.C. Rodezno. 2011. Porous Asphalt Pavement Temperature Effects for Urban Heat Island Analysis. 2012 Annual Meeting of the Transportation Research Board. November 14, 2011.
- United States Environmental Protection Agency (USEPA). 2008. June 13, 2008 Memo. L. Boornaizian and S. Heare. Clarification on which stormwater infiltration practices/technologies have the potential to be regulated as “Class V” wells by the Underground Injection Control Program. Water Permits Division and Drinking Water Protection Division. Washington, D.C.
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
- Case studies for permeable pavement
- Green Infrastructure benefits of permeable pavement
- Summary of permit requirements for infiltration
- Permeable pavement photo gallery
- Additional considerations for permeable pavement
- Links for permeable pavement
- References for permeable pavement
- Fact sheets for permeable pavement
- Requirements, recommendations and information for using permeable pavement BMPs in the MIDS calculator
This page was last edited on 25 February 2023, at 02:44.