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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 />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 />3. Kandhal, P.S. and I. J. Rickards (2001). "Premature failure of asphalt overlays from stripping: case <br />histories," Journal of the Association of Asphalt Paving Technologists, Volume 70, p. 301-351. <br />4. Minnesota Department of Transportation (2016). Standard Specification for Construction, 2016 <br />Edition. Minnesota Department of Transportation, Saint Paul, MN. <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 />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 />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 />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 />39 <br />