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Page 80
Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2015. Proposed Practice for Alternative Bidding of Highway Drainage Systems. Washington, DC: The National Academies Press. doi: 10.17226/22157.
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Page 80
Page 81
Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2015. Proposed Practice for Alternative Bidding of Highway Drainage Systems. Washington, DC: The National Academies Press. doi: 10.17226/22157.
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Page 81
Page 82
Suggested Citation:"Bibliography." National Academies of Sciences, Engineering, and Medicine. 2015. Proposed Practice for Alternative Bidding of Highway Drainage Systems. Washington, DC: The National Academies Press. doi: 10.17226/22157.
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Page 82

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.

80 Bibliography AASHTO Model Drainage Manual. American Association of State Highway and Transportation Officials, Washington, DC, 2005 and 2012. AASHTO Asset Management Data Collection Guide, Task Force 45 Report. American Association of State Highway and Transportation Officials, Washington, DC, 2006. AASHTO Highway Drainage Guidelines, Fourth Ed., Chapter 14— Culvert Inspection, Material Selection, and Rehabilitation Guideline. American Association of State Highway and Transportation Officials, Washington, DC, 2007. AASHTO LRFD Bridge Construction Specifications. American Associa- tion of State Highway and Transportation Officials, Washington, DC, 2011. AASHTO LRFD Bridge Design Specifications. American Association of State Highway and Transportation Officials, Washington, DC, 2010–2014. American Concrete Institute (ACI) Manual of Concrete Practice. ACI 318-08 Building Code Requirements for Structural Concrete and Commentary. American Concrete Institute, 2009, pp. 55–62. American Concrete Pipe Association (ACPA). Concrete Pipe Joints, Your Best Choice, Resource # e-07-124, available from www.concrete- pipe.org, 2009. American Iron and Steel Institute (AISI). Handbook of Steel Drainage and Highway Construction Products, Fifth Ed., Washington, DC, 1994. ASTM. Standard Specification for Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe, C76-10, Vol. 4.02, 2010, pp. 53–63. Ault, J. P., and J. E. Ellor. Durability Analysis of Aluminized Type 2 Corrugated Metal Pipe, Report No. FHWA-RD-97-140. Federal Highway Administration, Washington, DC, 2000. Ault, J. P., and M. McGough. Long-Term Field Investigation of Polymer Coated Corrugated Steel Pipe, Final Report Prepared for the National Corrugated Steel Pipe Association, Dallas, TX, 2012. Beaton, J. L., and R. F. Stratful. Field Test for Estimating the Service Life of Corrugated Metal Pipe Culverts. California Division of Highways Materials and Research Department, 1962. Bellair, P. J., and J. P. Ewing. Metal Loss Rates of Uncoated Steel and Aluminum Culverts in New York, Research Report 115. Engineering Research and Development Bureau, New York State Department of Transportation, Albany, NY, 1984. Busba, E., Sagüés, A., and G. Mullins. Reinforced Concrete Pipe Cracks— Acceptance Criteria Florida Department of Transportation, Contract/ Grant No. BDK84 977-06, Tampa, FL, 2011. California Department of Transportation (Caltrans). Method for Esti- mating the Service Life of Steel Culverts. Sacramento, CA, 1999. Caltrans. Design Information Bulletin No. 83-02 Caltrans Supplement to FHWA Culvert Repair Practices Manual. Sacramento, CA, 2011. Caltrans. Highway Design Manual. Chapter 850 Physical Standards. Sacramento, CA, 2011. Caltrans. Highway Design Manual. Sacramento, CA, 2011. Corrugated Steel Pipe Institute (CSPI). Handbook of Steel Drainage & Highway Construction Products. Ontario, Canada, 2007. Decou, G., and P. Davies. Evaluation of Abrasion Resistance of Pipe and Pipe Lining Materials. Report FHWA/CA/TL–CA01–0173. Caltrans, Sacramento, CA, 2007. Federal Highway Administration (FHWA). Culvert Inspection Manual, Supplement to the Bridge Inspector’s Training Manual. FHWA- IP-86-2. U.S. Department of Transportation, Washington, DC, 1986. FHWA. Federal Lands Highway Project Development and Design Manual. U.S. Department of Transportation, Washington, DC, June 1996. FHWA. Durability Analysis of Aluminized Type 2 Corrugated Metal Pipe. FHWA-RD-97-140. U.S. Department of Transportation, Washington, DC, 2000. FHWA. Federal Lands Highway Project Development and Design Manual, DRAFT, February 2011, http://flh.fhwa.dot.gov/resources/manuals/ pddm/. FHWA. Federal Lands Highway, Project Development and Design Manual. U.S. Department of Transportation, Washington, DC, 2008. FHWA. Hydraulic Design of Highway Culverts, Third Ed., Hydraulic Design Series Number 5, FHWA-HIF-12-026. U.S. Department of Transportation, Washington, DC, 2012. Florida Department of Transportation (FDOT). Florida Method of Test for Determining Stress Crack Resistance of HDPE Corru- gated Pipes, FDOT Testing method: FM 5-572. Tampa, FL, http:// www.dot.state.fl.us/statematerialsoffice/administration/resources/ library/publications/fstm/methods/fm5-572.pdf., 2008a. FDOT. Florida Method of Test for Predicting the Crack Free Service Life of HDPE Corrugated Pipes, FDOT Testing method: FM 5-573. Tampa, FL, http://www.dot.state.fl.us/statematerialsoffice/ administration/resources/library/publications/fstm/methods/ fm5-573.pdf., 2008b. FDOT. Florida Method of Test for Predicting the Oxidation Resistance of HDPE Corrugated Pipes, FDOT Testing method: FM 5-574.

81 Tampa, FL, http://www.dot.state.fl.us/statematerialsoffice/ administration/resources/library/publications/fstm/methods/ fm5-574.pdf, 2008c. FDOT. Florida Method of Test for Predicting Long-Term Modulus of HDPE Corrugated Pipes: FM 5-577. Tampa, FL, 2008d. FDOT. Drainage Manual—Optional Pipe Materials Handbook. Office of Design, Drainage Section, Tallahassee, Florida, 2012. FDOT. Drainage Manual. Office of Design, Drainage Section, Tallahassee, Florida, 2014. Funahashi, M., and J. B. Bushman. Technical Review of 100 mV Polar- ization Shift Criterion for Reinforcing Steel in Concrete. Corrosion, Vol. 47, No. 5, May 1991, pp. 376–386. Gabriel, L. H., and E. T. Moran. NCHRP Synthesis of Highway Practice 254: Service Life of Drainage Pipe. TRB, National Research Council, Washington, DC, 1998, p. 39. Hadipriono, F. C. Durability Study of Concrete Pipe Culverts: Service Life Assessment. Ohio State University, Columbus, Ohio, 1986. Halem, C., D. Trejo, and K. Folliard. Service Life of Corroding Galvanized Culverts Embedded in Controlled Low-Strength Materials. ASCE Journal of Materials in Civil Engineering, Vol. 20, No. 5, May, 2008, pp. 366–374. Hepfner, J. J. Statewide Corrosivity Study on Corrugated Steel Culvert Pipe. FHWA/MT-01-001/8148, Great Falls, Montana, 2001. Hsuan, G., and T. McGrath. Synthesis of Material Specification for 100 Years Service Life of High Density Polyethylene Corrugated Pipes, Report 04-474. Prepared for FDOT, Gainesville, 2004. Hsuan, Y. G., and T. McGrath. NCHRP Report 429: HDPE Pipe: Rec- ommended Material Specifications and Design Requirements. TRB, National Research Council, Washington, DC, 1999. Hurd, J. O. Field Performance of Concrete Pipe and Corrugated Steel Pipe Culverts and Bituminous Protection of Corrugated and Steel Pipe Culverts. In Transportation Research Record 1001, TRB, National Research Council, Washington, DC, 1984, pp. 40–48. Hurd, J. O. Field Performance of Concrete and Pipe Culverts at Acid Flow Sites in Ohio. In Transportation Research Record 1008, TRB, National Research Council, Washington, DC, 1985. Koepf, A. H., and P. H. Ryan. Abrasion Resistance of Aluminum Culvert Based on Long-term Field Performance. In Transportation Research Record 1087, TRB, National Research Council, Washington, DC, 1986, pp. 15–25. Molinas, A., and A. Mommandi. Development of New Corrosion/ Abrasion Guidelines for Selection of Culvert Pipe Materials, CDOT-2009-11. Colorado DOT, Denver, 2009. McGrath, T. J., I. D. Moore, and G. Hsuan. NCHRP Report 631: Updated Test and Design Methods for Thermoplastic Drainage Pipe. TRB, National Research Council, Washington, DC, 2009. Meacham, D. G., J. O. Hurd, and W. W. Shislar. Culvert Durability Study, Report No. ODOT/LandD/82-1. Ohio Department of Transporta- tion, Columbus, 1982. Meegoda, J. N., and T. M. Juliano. Corrugated Steel Culvert Pipe Deterioration, Report No. FHWA-NJ-2006-007. New Jersey Department of Transportation and U.S. Department of Trans- portation, Federal Highway Administration, Washington, DC, 2009. Ministry of Transportation of Ontario. MTO Gravity Pipe Design Guidelines—Circular Culverts and Storm Sewers. Ontario, Canada, 2007. Missouri Highway and Transportation Department (MODOT). Life expectancy determination of zinc-coated corrugated steel and reinforced concrete pipe used in Missouri, Rep. No. MR91-1. Division of Materials and Research, Jefferson City, MO, 1990. Mitchell, G. F., T. Masada, and S. M. Sargand, and Jobes Henderson & Associates, Inc. Risk Assessment and Update of Inspection Pro- cedures for Culverts, Report No. FHWA/OH-2005/002. Ohio Department of Transportation, Ohio University and Ohio Research Institute for Transportation and the Environment (ORITE), Athens, 2005. Molinas, A., and A. Mommandi. Development of New Corrosion/ Abrasion Guidelines for Selection of Culvert Pipe Materials, Report No. CDOT-2009-11. Colorado Department of Transportation, DTD Applied Research and Innovation Branch, Denver, 2009, pp. 5–25. Moore, I. D., D. Becerril Garcia, H. Sezen, and T. Sheldon. NCHRP Web-Only Document 190: Structural Design of Culvert Joints. Trans- portation Research Board of the National Academies, Washington, DC, 2012. Najafi, F. T., Harris, W. G., and Muszynski, L. Durability of In-Situ Pipe Repair, Final Report. FDOT Contract No. BDK75 977-38, University of Florida, Gainesville, November, 2011. National Corrugated Steel Pipe Association (NCSPA). Field Performance Evaluation of Polymer Coated CSP Structure in New York, Wash- ington, DC, 2002. NCSPA. Field Performance Evaluation of Polymer Coated CSP Structure in Wisconsin. Washington, DC, 2002. NCSPA. Invert Abrasion Testing of CSP Coatings. Washington, DC, 2002. NCSPA. Service Life Evaluation of Corrugated Steel Pipe. Washington, DC, 2002. NCSPA. Corrugated Steel Pipe Design Manual. Washington, DC, 2008. NCSPA. Corrugated Steel Pipe Selection and Service Life Guide, Dallas, TX, 2010 (http://www.ncspa.org/images/stories/technical/resource_ guide_electronic.pdf). NCHRP Synthesis of Highway Practice 50: Durability of Drainage Pipe. TRB, National Research Council, Washington, DC, 1978, p. 37. Ohio DOT. Supplemental Specification 802, Constructing and Inspecting Pipe Culverts, Sewers, Drains and Drainage Structures. http://www. dot.state.oh.us/Divisions/ConstructionMgt/OnlineDocs/Pages/ ProposalNotesSupplementalSpecificationsandSupplements.aspx, 2011. Ohio DOT. Designer Guidelines for Trenchless Culvert Repair and Rehabilitation. Office of Hydraulic Management, Columbus, Ohio, January, 2013. Ohio DOT. Culvert Management Manual. Office of Hydraulic Manage- ment, Columbus, Ohio, January, 2014. Perrin, J., Jr., and C. S. Jhaveri. The Economic Costs of Culvert Failures. Presented at the 83rd Annual Meeting of the Transportation Research Board, Washington, DC, 2004. Potter, J. C. Life Cycle Cost for Drainage Structures. Technical Report GL-88-2. Prepared for the Department of the Army by the Waterways Experiment Station, Vicksburg, MS, 1988, p. 72. Potter, J. C. Aluminum-Coated Corrugated Steel-Pipe Field Perfor- mance. Journal of Transportation Engineering, Vol. 116, No. 2, 1990, pp. 145–152. Swanson, H. N., and D. E. Donnelly. Performance of Culvert Materials in Various Colorado Environments. Report No. FHWA-CO-77-7. State Department of Highways and Colorado Division of Highways Planning and Research Branch, Denver, CO, 1977.

82 Taylor, C., and M. Jeff. A Research Plan and Report on Factors Affecting Culvert Pipe Service Life in Minnesota. St. Anthony Falls Laboratory, University of Minnesota, Published by Minnesota Department of Transportation Research Services, St. Paul, 2012. Transportation Research Board. 2009 Research Needs Statement. Standing Committee AFF70, Culverts and Hydraulic Structures, Washington, DC, 2009. U.S. Army Corps of Engineers. Engineering and Design: Conduits, Culverts, and Pipes, Department of the Army, Washington, DC, 1998. White, K., and J. O. Hurd. Guidance for Design and Selection of Pipe. Report for NCHRP Project 20-07 (Task 264) submitted to AASHTO, Washington, DC 2011. Wyant, D. C. NCHRP Synthesis of Highway Practice 303: Assessment and Rehabilitation of Existing Culverts. TRB, National Research Council, Washington, DC, 2002. Zhao, J. Q., et al. Durability and Performance of Gravity Pipes: A State- of-the-Art Literature Review. National Research Council Canada, Published by IRC Institute for Research in Construction, 1998, pp. 30–39.

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TRB’s National Cooperative Highway Research Program (NCHRP) Report 801: Proposed Practice for Alternative Bidding of Highway Drainage Systems explores the application of a performance-based process for selection of drainage pipe systems. The selection process is based on satisfying performance criteria for the drainage system while considering the full range of suitable pipe materials.

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