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Page 73
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Guidance for Usage of Permeable Pavement at Airports. Washington, DC: The National Academies Press. doi: 10.17226/24852.
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Page 73
Page 74
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Guidance for Usage of Permeable Pavement at Airports. Washington, DC: The National Academies Press. doi: 10.17226/24852.
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Page 74
Page 75
Suggested Citation:"References." National Academies of Sciences, Engineering, and Medicine. 2017. Guidance for Usage of Permeable Pavement at Airports. Washington, DC: The National Academies Press. doi: 10.17226/24852.
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Page 75

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

73 AASHTO. 2015. Mechanistic–Empirical Pavement Design Guide: A Manual of Practice. American Association of State Highway and Transportation Officials, Washington, D.C. AASHTO. 1993. Guide for Design of Pavement Structures. American Association of State Highway and Transpor- tation Officials, Washington, D.C. ACI. 2013. Specification for Pervious Concrete Pavement. 522.1-13. ACI Committee 522, Farmington Hills, MI. ACI. 2010 (reapproved 2011). Report on Pervious Concrete. 522R-10. ACI Committee 522, Farmington Hills, MI. ACPA. 2009. Stormwater Management with Pervious Concrete Pavement. Concrete Paving Technology IS334.02P. American Concrete Pavement Association, Skokie, IL. ACPA. n.d. PerviousPave. American Concrete Pavement Association, Washington, D.C. AI. 2015. MS-2 Asphalt Mix Design Methods. 7th Edition. Asphalt Institute, Lexington, KY. Amde, A. M. and S. Rogge. 2013. Development of High Quality Permeable Concrete Specifications for Maryland Conditions. A final report prepared for the Maryland Department of Transportation. ASCE. 2015. Permeable Pavements. Permeable Pavements Task Committee, Edited by B. Eisenberg, K. Collins Lindow, and D. R. Smith. American Society of Civil Engineers, Reston, VA. Buncher, M. and B. Boyer. 2009. Guidelines for Use of Highway Specifications for HMA Airport Pavements. Final Report. Project 06-05. Airfield Asphalt Pavement Technology Program, Auburn, AL. Caltrans. 2014. Pervious Pavement Design Guidance. California Department of Transportation, Sacramento, CA. Online at http://www.dot.ca.gov/hq/oppd/stormwtr/bmp/DG-Pervious-Pvm_082114.pdf. Campbell and Paris. 2014a. Contract Documents and Technical Specifications. T-Hangar and Executive Hangar Development, Culpeper Regional Airport, Culpeper, Virginia. Campbell and Paris, Chantilly, Virginia. Campbell and Paris. 2014b. Project Drawings. T-Hangar and Executive Hangar Development, Culpeper Regional Airport, Culpeper, Virginia. Campbell and Paris, Chantilly, Virginia. Carlson, W., E. Fitzpatrick, E. Flanagan, R. Kirschbaum, H. Williams, and L. Zickler. 2013. Eastern Washington Low Impact Development Guidance Manual. Washington State Department of Ecology, Lacey, WA. Online at http://www.wastormwatercenter.org/eastern-washington-lid-manual/. Christensen, D. W., H. Bahia, and R. D. McQueen. 2008. PG Binder Grade Selection for Airfield Pavements. Revised Final Report. Project 04-02. Airfield Asphalt Pavement Technology Program, Auburn, AL. CH2M. 2014. Record Drawing Set. Central Ramp – Phase 1 Drainage Improvements, Snohomish County Airport–Paine Field. CH2M, Bellevue, WA. CH2M. 2013a. Full Drainage Plan, Paine Field Airport, Central Ramp Phase 1. Final Report. CH2M, Bellevue, WA. CH2M. 2013b. Technical Specifications. Central Ramp – Phase 1 Drainage Improvements, Snohomish County Airport – Paine Field. CH2M, Bellevue, WA. Colorado DOT. 2016. Chapter 5: Granular and Treated Base Materials. 2017 Pavement Design Manual. Colorado DOT, Denver, CO. C´osic´, K., L. Korat, V. Ducman, and I. Netinger. 2015. Influence of Aggregate Type and Size on Properties of Permeable Concrete. Construction and Building Materials, 78, 69–76. EPA. 2010. Stormwater Best Management Practices (BMP) Performance Analysis. Environmental Protection Agency, Boston, MA. FAA. 2016. Airport Pavement Design and Evaluation. AC 150/5320-6F. Federal Aviation Administration, Washington, D.C. FAA. 2014a. Standards for Specifying Construction of Airports. AC 150/5370-10G. Federal Aviation Administra- tion, Washington, D.C. FAA. 2014b. Airport Pavement Management Program (PMP). AC 150/5380-7B. Federal Aviation Administration, Washington, D.C. References

74 Guidance for Usage of Permeable Pavement at Airports FAA. 2014c. Airport Improvement Program Handbook. FAA Order 5100.38D. Federal Aviation Administration, Washington, D.C. FAA. 2013. Airport Drainage Design. AC 150/5320-5D. Federal Aviation Administration, Washington, D.C. FAA. 2011a. Development of State Standards for Nonprimary Airports. AC 150/5100-13B. Federal Aviation Administration, Washington, D.C. FAA. 2011b. Standards for Specifying Construction of Airports. AC 150/5370-10F. Federal Aviation Administration, Washington, D.C. FAA. 2009. Airport Pavement Design and Evaluation. AC 150/5320-6E. Federal Aviation Administration, Washington, D.C. FAA. 2007. Airport Technology Pavement Research, R&D Review, Issue 2, pp. 6–9. Federal Aviation Administration, Washington, D.C. FAA. 1995. Airport Pavement Design for the Boeing 777 Airplane. AC 150/5320-16. Federal Aviation Administra- tion, Washington, D.C. FHWA. 2016. Permeable Concrete Pavements. TechBrief. FHWA-HIF-16-004. Federal Highway Administration, Washington, D.C. http://www.fhwa.dot.gov/pavement/concrete/pubs/hif16004.pdf. FHWA. 2015. Permeable Interlocking Concrete Pavement. TechBrief. FHWA-HIF-15-007. Federal Highway Administration, Washington, D.C. Online at http://www.fhwa.dot.gov/pavement/concrete/pubs/hif15006.pdf. FHWA. 2013. Urban Drainage Design Manual. Hydraulic Engineering Circular No. 22. Third Edition. U.S. Depart- ment of Transportation, Federal Highway Administration, Washington, D.C. FHWA. 2012. Pervious Concrete. TechBrief. FHWA-HIF-13-006. Federal Highway Administration, Washington, D.C. Online at http://www.fhwa.dot.gov/pavement/concrete/pubs/hif13006.pdf. Givens, B. and P. Eggen. 2012. Porous Asphalt at EAA AirVenture. OMNNI Associates presentation. Online at http://www.waterstarwisconsin.org/documents/PorousAsphaltatEAA_Givens_Eggen.pdf. Goede, W. and L. Haselbach. 2012. Investigation into the Structural Performance of Permeable Concrete. Journal of Transportation Engineering, 138, 98–104. Hall, J. W., J. Mallela, and K. L. Smith. 2005. Stabilized and Drainable Base for Rigid Pavement – A Design and Construction Guide. Report IPRF-01-G-002-02-1(G). Innovative Pavement Research Foundation, Washington, D.C. Hansen, K. R. 2008. Porous Asphalt Pavements for Stormwater Management: Design, Construction, and Maintenance Guide. Information Series (IS) 131. National Asphalt Pavement Association, Lanham, MD. Hein, D. K., E. Strecker, A. Poresky, R. Roseen, and M. Venner. 2013. Permeable Shoulders with Stone Reservoirs. Unofficial report for NCHRP Project 25-25, Task 82. AASHTO Standing Committee on the Environment, Washington, D.C. Online at http://onlinepubs.trb.org/onlinepubs/nchrp/docs/NCHRP25-25(82)_FR.pdf. Hossain, M. and L. A. Scofield. 1991. Porous Pavement for Control of Highway Run-off. Final Report. FHWA- AZ91-352. Arizona Department of Transportation, Phoenix, AZ. HydroCAD. n.d. (Computer Aided Design tool for modeling stormwater runoff). Online at http://www.hydrocad. net/. ICPI. 2016. Section 32 14 13.19 – Permeable Interlocking Concrete Pavement. Interlocking Concrete Pavement Institute, Chantilly, VA. Indianapolis Department of Public Works. 2009. 4.2. Permeable Pavement Systems. Stormwater Design and Speci- fication Manual. Draft Green Infrastructure Supplemental Stormwater Document. Indianapolis Department of Public Works. Online at http://www.indy.gov/eGov/City/DPW/SustainIndy/WaterLand/Documents/4.2%20 Permeable%20Pavement%20Systems.pdf. Kandhal, P. S. 2002. Design, Construction, and Maintenance of Open-Graded Asphalt Friction Courses. IS 115. National Asphalt Pavement Association, Lanham, MD. Kevern, J. T. 2010. Evolution of Portland Cement Permeable Concrete Construction. Challenges, Opportunities, and Solutions in Structural Engineering, and Construction. Ghafoori (ed.), 471–478. Kevern, J. T., K. Wang, and V. Schaefer. 2010. Effect of Coarse Aggregate on the Freeze–Thaw Durability of Permeable Concrete. Journal of Materials in Civil Engineering, 22, 469–475. Kevern, J. T., K. Wang, and V. Schaefer. 2008. Permeable Concrete in Severe Exposures. Development of Pollution- Reducing Pavement for Northern Cities. Concrete International, July 2008, 43–49. Leming, M. L., H. R. Malcom, and P. D. Tennis. 2007. Hydrologic Design of Pervious Concrete. EB303. Portland Cement Association, Skokie, IL, and National Ready Mixed Concrete Association, Silver Spring, MD. Longhi, M., M. Gonzalez, S. Rahman, S. L. Tighe, and C. Sangiorgi. 2015. Evaluation of Strength and Abrasion Resistance of Permeable Concrete Mixes Using Three Types of Cements. Presented at the 94th Annual Meeting of the Transportation Research Board, Washington, D.C. Louie, D. W., J. A. Calautti, and S. D. Murrell. 2011. Case Study of the Sustainable Parking Facility at Stewart International Airport. Transportation & Development Institute Congress 2011. American Society of Civil Engineers, Reston, VA.

References 75 Masada, T., S. M. Sargand, B. Abdalla, and J. L. Figueroa. 2004. Material Properties for Implementation of Mechanistic–Empirical (M-E) Pavement Design Procedures. Ohio Research Institute for Transportation & the Environment, Ohio University, Athens, OH. McQueen, R. D., J. Knapton, J. Emery, and D. R. Smith. 2003 (updated 2012). Airfield Pavement Design with Concrete Pavers. 4th Edition. Interlocking Concrete Pavement Institute, Chantilly, VA. Minnesota Pollution Control Agency. 2016. Minnesota Stormwater Manual. Online at https://stormwater.pca. state.mn.us/index.php?title=Main_Page. NAPA. 2009. Porous Asphalt Pavements. PS-33. National Asphalt Pavement Association, Lanham, MD. NCDENR. 2007. Section 18: Permeable Pavements. Stormwater BMP Manual. Revised June 01, 2012. NCDENR, Raleigh, NC. NRCS. 1986. Technical Release 55: Urban Hydrology for Small Watersheds. United States Department of Agriculture, Natural Resources Conservation Service, Washington, D.C. NRMCA. n.d. Pervious Concrete Construction Checklists. NRMCA, Silver Spring, MD. NRMCA. 2015. Pervious Concrete Pavement Maintenance and Operations Guide. NRMCA, Silver Spring, MD. Online at http://www.perviouspavement.org/downloads/pervious_maintenance_operations_guide.pdf. Pologruto, M. 2004. A Study of In Situ Pavement Material Properties Determined from FWD Testing. Vermont Agency of Transportation, Montpelier, VT. Rahman, M. A., M. Imteaz, A. Arulrajah, M. Disfani, and S. Horpibulsuk. 2015. Engineering and Environmental Assessment of Recycled Construction and Demolition Materials Used with Geotextile for Permeable Pavements. Journal of Environmental Engineering, 141(9), 04015019. Schaefer, V. R., K. Wang, M. T. Suleiman, and J. T. Kevern. 2006. Mix Design Development for Permeable Concrete in Cold Weather Climates. Iowa DOT Final Report No. 2006-01. Smith, D. R. 2015. Permeable Interlocking Concrete Pavements: Design, Specifications, Construction, Mainte- nance. 4th Edition. Interlocking Concrete Pavement Institute, Herndon, VA. Suozzo, M. J. and M. M. Dewoolkar. 2012. “Long-Term Field Monitoring and Evaluation of Maintenance Practices of Pervious Concrete Pavements in Vermont,” Transportation Research Record: Journal of the Transportation Research Board, No. 2292. Transportation Research Board of the National Academies, Washington, D.C. Online at http://dx.doi.org/10.3141/2292-12. Tennis, P., M. L. Leming, and D. J. Akers. 2004. Pervious Concrete Pavements. Engineering Bulletin 302.02. Portland Cement Association, Skokie, IL, and National Ready Mixed Concrete Association, Silver Spring, MD. Uju, I. 2010. A Study of the Strength of Pervious Pavement Systems. Master’s Thesis. University of Central Florida, Orlando, FL. University of New Hampshire Stormwater Center. 2014. (Updated 2016). UNHSC Design Specifications for Porous Asphalt Pavement and Infiltration Beds. University of New Hampshire Stormwater Center, Durham, NH. U.S. Army Corps of Engineers. 2013. Army Low Impact Development Technical User Guide. U.S. Army Corps of Engineers, Washington, D.C. U.S. Department of Defense. 2016. Unified Facilities Guide Specifications (UFGS). U.S. Department of Defense, Washington, D.C. Online at http://www.wbdg.org/ffc/dod/unified-facilities-guide-specifications-ufgs. Virginia Department of Conservation and Recreation. 2013. Stormwater Design Specification No. 7, Version 2.0. Online at http://chesapeakestormwater.net/wp-content/uploads/downloads/2014/04/VA-BMP-Spec-No-7- PERMEABLE-PAVEMENT-FINAL-DRAFT-EDITS-v2-0-02April2014.pdf. Virginia Department of Environmental Quality. 2011. Virginia DEQ Stormwater Design Specification Number 7. Permeable Pavement. Version 1.8. Virginia DEQ, Richmond, VA. Werner, B. 2016. Impacts of Temperature Variation, Rejuvenation, and Testing on the Surface Infiltration Rates of Pervious Concrete. MS Thesis. Washington State University, Pullman, WA. Washington State Department of Transportation. 2012 (updated 2016). Standard Specifications for Road, Bridge, and Municipal Construction. Washington State Department of Transportation, Olympia, WA. Wu, H., B. Huang, X. Shu, Q. Dong, E. Shrum, D. Jared, and P. Wu, 2010. Laboratory Evaluation of Latex- Modified Permeable Concrete. Presented at the 89th Annual Meeting of the Transportation Research Board, Washington, D.C.

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TRB's Airport Cooperative Research Program (ACRP) Research Report 178: Guidance for Usage of Permeable Pavement at Airports provides guidance on the advantages and disadvantages of permeable pavement at a variety of types and sizes of airports. The guidance includes potential installation locations such as airside and landside applications; environmental, operational, and economic considerations; and a decision matrix to examine applicability of installations. Final guidance appendices accompany the report.

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