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Tack Coat Specifications, Materials, and Construction Practices (2018)

Chapter: Chapter 5 - Conclusions

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Page 78
Suggested Citation:"Chapter 5 - Conclusions." National Academies of Sciences, Engineering, and Medicine. 2018. Tack Coat Specifications, Materials, and Construction Practices. Washington, DC: The National Academies Press. doi: 10.17226/25122.
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Page 78
Page 79
Suggested Citation:"Chapter 5 - Conclusions." National Academies of Sciences, Engineering, and Medicine. 2018. Tack Coat Specifications, Materials, and Construction Practices. Washington, DC: The National Academies Press. doi: 10.17226/25122.
×
Page 79
Page 80
Suggested Citation:"Chapter 5 - Conclusions." National Academies of Sciences, Engineering, and Medicine. 2018. Tack Coat Specifications, Materials, and Construction Practices. Washington, DC: The National Academies Press. doi: 10.17226/25122.
×
Page 80
Page 81
Suggested Citation:"Chapter 5 - Conclusions." National Academies of Sciences, Engineering, and Medicine. 2018. Tack Coat Specifications, Materials, and Construction Practices. Washington, DC: The National Academies Press. doi: 10.17226/25122.
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Page 81

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Conclusions 81 Reduced-tracking materials often have more stringent storage and handling requirements to keep them stable before usage. While fully functional using manufacturer-recommended guidelines, longer available storage times with reduced agitation requirements would make the materials more user-friendly and decrease the possibility of emulsion separation issues. Although reduced-tracking materials have been successfully used in colder climates, there is some research and anecdotal evidence to suggest that emulsions with a hard penetration base may become brittle at cold temperatures, increasing the risk of bond failure. Future research in this area could either resolve existing questions in this area or find ways to maintain flexibility at lower temperatures. Through several recent publications and live training events, best practices of tack coat appli- cation in the field are better understood in the industry at large than ever. According to the survey results from this synthesis, 70% to 80% of U.S. and Canadian agencies have some method by which they check the tack coat application rate in the field. However, more training may be needed to push those percentages closer to 100. As it is often said, “that which gets measured, gets done.” Perhaps the biggest remaining question is how following best practices for specifications, materials, construction practices, and quality assurance actually affect the tack coat’s long-term performance. Very little research has been done to date in this area. It is a step in the right direc- tion to better understand how materials and their application perform at the beginning of their service life. It would be very valuable to have a better understanding of how a quality tack coat performs throughout its service life, and subsequently how tack coats affect asphalt pavements throughout their service life. It is hoped that information provided in this synthesis will aide state agencies as they review their current practices regarding tack coats and assess what changes to their current specifi- cations should be implemented. The synthesis should help agencies identify gaps in (1) their current specifications, (2) their practices, and (3) research needed to provide them with the information they need to best ensure a sufficient bond between their asphalt pavement lifts.

82 Alabama Department of Transportation. Standard Specifications for Highway Construction. Montgomery, 2012. Alabama Department of Transportation. ALDOT-430, Standard Test Method for Determining the Bond Strength Between Layers of an Asphalt Pavement. Montgomery, 2008. AASHTO. Standard Method of Test for Solubility of Bituminous Materials, AASHTO Designation T 44-14. Washington, D.C., 2017. AASHTO. Standard Method of Test for Penetration of Bituminous Materials, AASHTO Designation T 49-15. Washington, D.C., 2017. AASHTO. Standard Method of Test for Float Test for Bituminous Materials, AASHTO Designation T 50-14. Washington, D.C., 2017. AASHTO. Standard Method of Test for Ductility of Bituminous Materials, AASHTO Designation T 51-09 (2013). Washington, D.C., 2017. AASHTO. Standard Method of Test for Emulsified Asphalts, AASHTO Designation T 59-16. Washington, D.C., 2017. AASHTO. Standard Practice for Sampling Asphalt Materials, AASHTO Designation R 66-16. Washington, D.C., 2017. AASHTO. Standard Specification for Cutback Asphalt (Rapid-Curing Type), AASHTO Designation M 81-92 (2012). Washington, D.C., 2017. AASHTO. Standard Specification for Cutback Asphalt (Medium-Curing Type), AASHTO Designation M 82-75 (2012). Washington, D.C., 2017. AASHTO. Standard Specification for Emulsified Asphalt, AASHTO Designation M 140-16. Washington, D.C., 2017. AASHTO. Standard Specification for Cationic Emulsified Asphalt, AASHTO Designation M 208-16. Washington, D.C., 2017. AASHTO. Standard Specification for Polymer-Modified Cationic Emulsified Asphalt, AASHTO Designation M 316-16. Washington, D.C., 2017. AASHTO. Standard Specification for Performance-Graded Asphalt Binder, AASHTO Designation M 320-16. Washington, D.C., 2017. AASHTO. Standard Specification for Performance-Graded Asphalt Binder Using Multiple Stress Creep Recovery (MSCR) Test, AASHTO Designation M 332-14. Washington, D.C., 2017. AASHTO. Standard Method of Test for Determining the Quality of Tack Coat Adhesion to the Surface of an Asphalt Pavement in the Field or Laboratory, AASHTO Designation TP 115-16, Washington, D.C., 2017. ASTM. ASTM D8-17, Standard Terminology Relating to Materials for Roads and Pavements. ASTM Inter- national, West Conshohocken, PA, 2017, www.astm.org. ASTM. ASTM D946/D946M-15, Standard Specification for Penetration-Graded Asphalt Binder for Use in Pave- ment Construction. ASTM International, West Conshohocken, PA, 2015, www.astm.org. ASTM. ASTM D2026/D2026M-15, Standard Specification for Cutback Asphalt (Slow-Curing Type). ASTM International, West Conshohocken, PA, 2015, www.astm.org. ASTM. ASTM D2995-14, Standard Practice for Estimating Application Rate and Residual Application Rate of Bituminous Distributors. ASTM International, West Conshohocken, PA, 2014, www.astm.org. Arizona Department of Transportation. Standard Specifications for Road and Bridge Construction. Phoenix, 2008. Asphalt Emulsion Manufacturers Association. Basics of Asphalt Emulsions, FAQs, Oct. 2009, [Online]. Available: http://www.aema.org/resources/faqs/basics-of-asphalt-emulsions/. Asphalt Institute and Asphalt Emulsion Manufacturers Association. Basic Asphalt Emulsion Manual, Manual Series 19 (MS-19), 4th ed. Asphalt Institute, Lexington, KY, 2008. References

References 83 Asphalt Institute. Specification Databases, 2017, [Online]. Available: http://www.asphaltinstitute.org/ specification-databases/. Asphalt Institute. Construction of Hot Mix Asphalt Pavements. Manual Series 22 (MS-22), 2nd ed. Asphalt Insti- tute, Lexington, KY, 2001. Asphalt Institute. The Asphalt Binder Handbook. Manual Series 26 (MS-26), 1st ed. Asphalt Institute, Lexington, KY, 2011. Asphalt Institute. Tack Coat Information, [Online]. Available: http://www.asphaltinstitute.org/tack-coat-infor- mation/. Bae, A., Mohammad, L., Elseifi, M., Button, J., and Patel, N. Effects of Temperature on Interface Shear Strength of Emulsified Tack Coats and Its Relationship to Rheological Properties. Transportation Research Record: Journal of the Transportation Research Board, No. 2180, 2014, pp. 102–109. Blacklidge Emulsions. UltraTack®—Anionic NTSS-1HM Trackless Tack® Product Guide, Gulfport, MS, 2016. Blomberg, J., Tack Coat Specifications and Testing. Presented at the North Central Asphalt User Producer Group, Kansas City, MO, 2014. British Board of Agrément. Interim Guideline Document for the Assessment and Certification of Thin Surfacing Systems for Highways. Watford, U.K., June 2013. Brown, S.F., and Brunton, J.M. The influence of bonding between bituminous layers. The Journal of the Institu- tion of Highways and Transportation, Vol. 31(5), 1984, pp. 16–17. California Department of Transportation. Tack Coat Guidelines. Sacramento, 2009, [Online]. Available: http:// www.dot.ca.gov/hq/construc/publications/tackcoatguidelines.pdf. Accessed May 1, 2017. Colorado Asphalt Pavement Association. Best Practices for Applying Undiluted Emulsified Asphalt Tack Coats, Centennial, 2013, [Online]. Available: http://co-asphalt.com/wp-content/uploads/documents/Research/ CAPAManual-UndilutedTackFINALREPORT12-2013.pdf. Accessed May 1, 2017. Das, R., Mohammad, L., Elseifi, M., Cao, W., and Cooper, Jr., S. Effects of Tack Coat Application on Interface Bond Strength and Short-Term Pavement Performance. Transportation Research Record: Journal of the Trans- portation Research Board, No. 2633, 2017, pp. 1–8. DOI: 10.3141/2633-02. Deysarkar, I., and Tandon, V. Development of an Objective Field Test to Determine Tack Coat Adequacy. Report No. 0-4129-1F. Center for Transportation Infrastructure Systems, The University of Texas at El Paso, 2004. Delaware Department of Transportation. Standard Specifications for Road and Bridge Construction. Dover, 2016. E.D. Etnyre & Co. Centennial Series Booklet. Asphalt Distributors, 2017, [Online]. Available: https://www.etnyre. com/asphalt-distributors/. FHWA/Asphalt Institute. 7-hour Workshop: “Enhanced Durability Through Increased In-Place Pavement Density.” Presented in most states, 2016–2017. FHWA/Asphalt Institute. 4-hour Workshop: “Tack Coat Best Practices.” Presented in most states, 2014–2016. FHWA. Technical Brief: Tack Coat Best Practices. FHWA-HIF-16-017. Washington, D.C., 2016. Flexible Pavements of Ohio. Technical Bulletin: Proper Tack Coat Application. Dublin, 2012, [Online]. Available: http://www.flexiblepavements.org/sites/www.flexiblepavements.org/files/tack_coat_tech_ bulletin_19sept2012.pdf. Accessed May 1, 2017. Florida Department of Transportation. Construction Training Qualification Program, Module 4, “Surface Preparation.” Gainesville, 2016, [Online]. Available: http://www.ctqpflorida.com/books/pdf/Asphalt%20 Paving%202/04%20Mod_4_Surface_Prep.pdf. Accessed May 1, 2017. Florida Department of Transportation. Standard Specifications for Road and Bridge Construction. Gainesville, 2017. Kansas Department of Transportation. 5.9.78 KT-78 Method for Determining the Tensile Adhesive Strength of Asphalt Pavement Tack Coat. Wichita, 2012, [Online]. Available: http://www.ksdot.org/Assets/ wwwksdotorg/bureaus/burConsMain/Connections/ConstManual/2016/zzz2016%20Part%20V%20 Entire%20Version%20(KHL%20Working%20Copy).pdf. Accessed April 28, 2017. Kansas Department of Transportation. Special Provision 15-06003. Wichita, 2015, [Online]. Available: https:// www.ksdot.org/Assets/wwwksdotorg/bureaus/burConsMain/specprov/2015/PDF/15-06003.pdf. Accessed April 27, 2017. Kansas Department of Transportation. Standard Specifications for State Road & Bridge Construction. Wichita, 2015. King, G., and May, R. New Approaches to Tack Application. Presented at the 83rd Annual Meeting of the Trans- portation Research Board, Washington, D.C., 2003. Mohammad L., Raqib, A., and Wu, Z. Investigation of the Behavior of Asphalt Tack Interface Layer, Louisiana Transportation Research Center, Baton Rouge, FHWA/LA.04/394, Aug. 2005. Mohammad, L., Elseifi, M., Bae, A., Patel, N., Button, J., and Scherocman, J. NCHRP Report 712: Optimization of Tack Coat for HMA Placement, Transportation Research Board of the National Academies, Washington, D.C., 2012.

84 Tack Coat Specifications, Materials, and Construction Practices Montana Department of Transportation. Standard Specifications for Road and Bridge Construction. Helena, 2014. National Asphalt Pavement Association. Best Practices for Emulsion Tack Coats. Quality Improvement Publication 128, Lanham, MD, Oct. 2013. Nevada Department of Transportation. Standard Specifications for Road and Bridge Construction. Carson City, 2014. North Carolina Department of Transportation. Tack Coat Best Practices Field Guide. Raleigh, 2012, [Online]. Available: https://connect.ncdot.gov/projects/construction/Documents/Tack%20Coat%20Best%20 Practices%20Field%20Guide%202012.pdf. Accessed May 1, 2017. Oklahoma Department of Transportation. Standard Specifications for Highway Construction. Oklahoma City, 2009. Oklahoma Department of Transportation. SiteManager Sampling Frequency Report. Oklahoma City, 2009, [Online]. Available: http://www.odot.org/materials/pdfs-accept/2009FAST.pdf. Accessed April 26, 2017. Roffe, J.C., and Chaignon, F. Characterization Tests on Bond Coats: Worldwide Study, Impact, Tests, Recommendations. Presented at the 3rd International Conference on Bituminous Mixtures and Pavements, Thessaloniki, Greece, 2002. Sholar, G., Page, G., Musselman, J., Upshaw, P., and Moseley, H. Preliminary Investigation of a Test Method to Evaluate Bond Strength of Bituminous Tack Coats. Report FL/DOT/SMO/02-459. State Materials Office, State of Florida, Gainesville, 2002. Seo, A.Y. Bonding Strength of Non-Tracking Tack Coat. Presented at the 95th Annual Meeting of the Transporta- tion Research Board, Washington, D.C., 2016. South Dakota Department of Transportation. Standard Specifications for Road and Bridge Construction. Pierre, 2015. Tashman, L., Kitae, N., and Papagiannakis, T. Evaluation of the Influence of Tack Coat Construction Factors on the Bond Strength Between Pavement Layers. Report WCAT 06-002. Washington Center for Asphalt Technology, Washington State University, Pullman, 2006. Tran, N., Willis, R., and Julian, G. Refinement of the Bond Strength Procedure and Investigation of a Specification. NCAT Report 12-04, Auburn University, AL, 2012. Uzan, J., Livneh, M., and Eshed, Y. Investigation of Adhesion Properties Between Asphalt Concrete Layers. In Asphalt Paving Technology: Proceedings of the Association of Asphalt Paving Technologists, Technical Sessions, Vol. 47, Feb. 1978. Virginia Department of Transportation. Tack Application Rate Report. Richmond, 2016, [Online]. Available: http://vdotforms.vdot.virginia.gov/SearchResults.aspx?strFormNumber=TL-143. Accessed April 27, 2017. Virginia Department of Transportation. VTM-128 Test Method for Bond Strength of Asphalt Layers (Laboratory), Richmond, undated. Vögele Spray Paver Website. Super-1800-3i-br-sprayjet section, 2017, [Online]. Available: https://www.voegele. info/en-us/range-of-products/super-series/special-class/super-1800-3i-br-sprayjet/#!imperial. Washington Department of Transportation. Standard Specifications Roads, Bridges, and Municipal Construction. Olympia, 2016. West, R., Zhang, J., and Moore, J. Evaluation of Bond Strength between Pavement Layers. NCAT Report 05-08. Auburn University, AL, 2005. West Virginia Department of Transportation. Certified Bituminous Materials. Charleston, 2017, [Online]. Available: http://www.transportation.wv.gov/highways/mcst/Documents/current_approved_lists/2016- 12-01%20APPROVED%20LIST%20Certified%20Bituminous%20Materials.pdf. Accessed April 26, 2017. Wilson, B., Seo, A.Y., and Sakhaeifar, M. Performance Evaluation and Specification of Trackless Tack. Report No. FHWA/TX-16/0-6814-1. Texas A&M Transportation Institute, College Station, 2016, pp. 142. Wyoming Department of Transportation. Standard Specifications for Road and Bridge Construction. Cheyenne, 2010.

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TRB's National Cooperative Highway Research Program (NCHRP) Synthesis 516: Tack Coat Specifications, Materials, and Construction Practices provides state agencies across the United States with guidance as they reevaluate their tack coat specifications, the materials they use, and the practices by which the tack coats are placed. Pavement thickness design assumes that pavement works together as one layer, rather than a stack of individual layers working independently. Tack coats function as bonding agents between each lift of a pavement section to create the desired monolithic pavement structure. A tack coat is a sprayed application of asphalt material upon an existing asphalt or Portland cement concrete (PCC) pavement prior to an overlay, or between layers of new asphalt concrete.

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