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*American Association of State highway and Transportation Officials [http://www.transportation.org/Pages/default.aspx (AASHTO)]. 1993. ''Guide for Design of Pavement Structures'', American Association of State Highway and Transportation Officials, Washington, DC.
 
*American Association of State highway and Transportation Officials [http://www.transportation.org/Pages/default.aspx (AASHTO)]. 1993. ''Guide for Design of Pavement Structures'', American Association of State Highway and Transportation Officials, Washington, DC.
 
*[http://www.concrete.org/general/home.asp (ACI)]. 2010. ACI Committee 522. ''Report on Pervious Concrete''. American Concrete Institute, Farmington Hills, MI, ACI 522R-10. March 2010.
 
*[http://www.concrete.org/general/home.asp (ACI)]. 2010. ACI Committee 522. ''Report on Pervious Concrete''. American Concrete Institute, Farmington Hills, MI, ACI 522R-10. March 2010.
*American Concrete Paverment Association [http://www.acpa.org/ (ACPA)] 2010. ''PerviousPave Technical Guidance''. American Concrete Pavement Association. Chicago, IL.
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*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.

Revision as of 16:37, 21 November 2017

  • 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.
  • (ACI). 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 (CASQA). 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. National 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. Minnesota Asphalt Pavement Association. 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.
  • MnDOT 2007. MnDOT Pavement Manual. Minnesota Department of Transportation, 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.

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