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3. Massachusetts Turnpike Authority (2000), Maps and Plans, http://www.bigdig.com/thtml/ maps01.htm.
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28. Geosciences Testing and Research, Inc. (1998), Letter to P.A. Frisco Regarding Dynamic Pile Testing Results, NS-SN Transition Structure, CA/T C19B1 Project, October 7, 1998.
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31. Geosciences Testing and Research, Inc. (2002), Letter to R.A. Francoeur Marine, Inc., Regarding Static Load Test Report for Pile 14, C08A1, 1ANB-A/D West Abutment, September 6, 2002.
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34. Perini Corporation (1994), Letter of Transmittal Containing CAPWAP Results, Contract C07D1, May 2, 1994.
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36. ASTM (1996b), "Standard Test Method for Piles Under Static Axial Compression Load"; D1143-81, 1996 Annual Book of ASTM Standards, ASTM International, West Conshohocken, PA.
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39. Geosciences Testing and Research, Inc. (1997), Letter to RDA Construction Regarding Static Load Test Report, Pile 923, C07D2 Ramp 1A-A, East Boston, MA, November 4, 1997.
40. Geosciences Testing and Research, Inc. (1998), Letter to P.A. Frisco, Inc., Regarding Static Load Test Report, Test Pile NS-SN Transition Bridge, C19B1, November 4, 1998.
41. Geosciences Testing and Research, Inc. (2000), Letter to Modern Continental Construction Regarding Static Load Test Results, CA/T C19B1, LT Retaining Wall, December 20, 2000.
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43. Geosciences Testing and Research, Inc. (2002), Letter to R.A. Francoeur Marine, Inc., Regarding Static Load Test Report for Pile 14, C08A1, 1ANB-A/D West Abutment, September 6, 2002.
44. GZA GeoEnvironmental, Inc. (1998), Letter to Slattery/Interbeton/J.F. White/Perini Regarding Compression Load Test Pile, Utility Foundations (Test Pile 3), July 13, 1998.
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56. Likins, G.E. (1983), "Pile Installation Difficulties in Soils With Large Quakes"; Symposium on Dynamic Measurements of Piles and Piers, Philadelphia, PA, May 1983.
57. Liang, R.Y., and Zhou, J. (1997), "Probability Method Applied to Dynamic Pile-Driving Control"; Journal of Geotechnical and Geoenvironmental Engineering, 123(2), 137-144.