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REFERENCES <br />1.Garrity, J. (2014). City Engineer Presentation Recap and Recommendations \[Memorandum dated <br />February 14th\]. Office of Materials, Minnesota Department of Transportation, Maplewood, MN. <br /> <br />2.Gransberg, D. D. and D. M. B. James (2005). NCHRP Synthesis 342: Chip Seal Best Practices. <br />National Cooperative Highway Research Project, Transportation Research Board, National <br />Academy of the Sciences, Washington, DC. <br /> <br />3.Kandhal, P.S. and I. <br />Journal of the Association of Asphalt Paving Technologists, Volume 70, p. 301-351. <br /> <br />4.Minnesota Department of Transportation (2016). Standard Specification for Construction, 2016 <br />Edition. Minnesota Department of Transportation, Saint Paul, MN. <br /> <br />5.Newcomb, D., R. Lenz, and C. Estakhri (2013). Evaluation of the Texas Tier System for Seal Coat <br />Binder Specification. Report FHWA/TX-13/0-6798-1. Texas Department of Transportation, <br />Austin, TX. <br /> <br />6.Santucci, L. (1998). Role of Compaction in the Fatigue Resistance of Asphalt Pavements. Report, <br />Technology Transfer Program. Pavement Research Center, Institute of Transportation Studies, <br />University of California, Berkeley, CA. <br /> <br />7.Wood, T. J., D. W. Janisch, and F. S. Gaillard (2006). Minnesota Seal Coat Handbook. Minnesota <br />Department of Transportation, Saint Paul, MN. <br /> <br />8.Wood, T. and M. K. Cole (2013). Stripping of Hot-Mix Asphalt Pavements under Chip Seals. <br />Report MN/RC 2013-08. Minnesota Department of Transportation, Saint Paul, MN. <br /> <br />39 <br /> <br /> <br />