DateLaboratory Testing of Portland Cement Concrete Patch Material ...

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9.0 REFERENCESAmerican Society for Testing and Materials. (2003). 2003 Annual book of ASTMstandards. West Conshohocken, PA: ASTM.Bentur, A., Igarashi, S., & Kovler, K. (1999). Control of autogenous shrinkage stressesand cracking in high strength concretes. Accepted for publication in the FifthInternational Symposium on Utilization of High Strength/Performance Concrete,Norway.Bentz, D. P. & Snyder, K. A. (1999). Protected paste volume in concrete: Extension tointernal curing using saturated lightweight fine aggregate. Gaithersburg, MD:Building and Fire Research Laboratory.Bischoff, D. & Toepel, A. (2001). Dowel bar retrofit: STH 13 construction and one-yearperformance report (WisDOT Research Study Report No. WI-07-02). Madison,WI: Wisconsin Department of Transportation Printing Services.Holm, T. A., Bremner, T. W., & Newman, J. B. (June 1984). Lightweight aggregateconcrete subject to severe weathering. Concrete International, 6(6), 49-54.Mailvaganam, N. P., Nunes, S., & Bhagrath, R. (October 1993). Expansive admixtures instructural grout. Concrete International, 15(10), 38-43.Philleo, R. (1991). Concrete science and reality. In J. P. Skalny & S. Mindess (Eds.),Materials Science of Concrete II. (pp. 1-8). Westerville, OH: American CeramicSociety.Portland Cement Association. (n.d.) Cement and concrete basics: History & manufactureof portland cement. Skokie, IL: PCA. Retrieved January 5, 2004, fromhttp://www.cement.org/basics/concretebasics_history.asp41
Roberts, J. W. (April 23, 2002) Improving concrete pavements through internal curing.Paper presented at the Open Session American Concrete Institute Meeting,Detroit, MI.Solite Corporation. (n.d.). Frequently asked questions. Retrieved January 6, 2003, fromhttp://www.solitecorp.comStandards Association of Australia. (1977). Expansive admixtures for use in concretemortar and grout. (Mp 20-3). Sydney, Australia: Australian Standards.Vandenbossche, J. M. (November 1999). A review of the curing compounds andapplication techniques used by the Minnesota Department of Transportation forconcrete pavements. St. Paul, MN: Minnesota Department of Transportation.Weber, S. & Reinhardt, H. (1995). A blend of aggregates to support curing of concrete.In I. Holand, T. A. Hammer, & F. Fluje (Eds.), Proceedings from the InternationalSymposium on Structural Lightweight Aggregate Concrete. (pp. 662-671).Sandefjord, Norway.W.R. Meadows. (2002). Sealtight 2200-white series product data sheet. RetrievedJanuary 6, 2004, from http://www.wrmeadows.com/wrm00033.htm42
Page 1 and 2: REPORT NUMBER: WI-01-04LABORATORY T
Page 3 and 4: LABORATORY TESTING OF PORTLAND CEME
Page 5 and 6: TABLE OF CONTENTSTechnical Report D
Page 7 and 8: Table 12. Concrete-to-Concrete Bond
Page 9 and 10: Table 1. Rapid Setting Concrete Pat
Page 11 and 12: addition to these techniques, which
Page 13 and 14: manufactured by Perstorp Polyols, I
Page 15 and 16: Performance results reported by the
Page 17 and 18: 4.4 Concrete Curing CompoundsTable
Page 19 and 20: - 5.1.3 Air Content -The concrete s
Page 21 and 22: Figure 5. Time of Set Test Results2
Page 23 and 24: The change in height test results a
Page 25 and 26: - 5.1.6 Compressive Strength -A set
Page 27 and 28: Mn/DOT 3U18 (CONTROL) Mn/DOT 3U18 w
Page 29 and 30: - 5.1.7 Phase I Test Results Summar
Page 31 and 32: - 5.2.2 Compressive Strength -Since
Page 33 and 34: 26Figure 12. Length Change Test Res
Page 35 and 36: The freeze/thaw test results, which
Page 37 and 38: any dirt or epoxy. Then, the specim
Page 39 and 40: - 5.2.6 Concrete-to-Concrete Bond S
Page 41 and 42: - 5.2.7 Phase II Test Results Summa
Page 43 and 44: Table 14. Cost ComparisonADDITIVE/A
Page 45 and 46: The patch material containing Denka
Page 47: feasible, all test sections will be
Page 52 and 53: Mn/DOT 3U18 (Control)PHASE I: MIX D
Page 54 and 55: Mn/DOT 3U18 (Control) (Continued)PH
Page 56 and 57: Type K Cement (Continued)PHASE I: M
Page 58 and 59: KomponentPHASE I: MIX DESIGNS AND T
Page 60 and 61: Denka CSA #20 (42.14 lb/yd 3 or 25
Page 62 and 63: Denka CSA 100R (42.14 lb/yd 3 or 25
Page 64 and 65: Peramin SRA330 (Continued)PHASE I:
Page 66 and 67: Eclipse PlusPHASE I: MIX DESIGNS AN
Page 68 and 69: Eclipse Plus (Continued)PHASE I: MI
Page 70 and 71: SolitePHASE I: MIX DESIGNS AND TEST
Page 72: HydrocurePHASE I: MIX DESIGNS AND T
Page 76 and 77: Mn/DOT 3U18 (Control)PHASE II: MIX
Page 78 and 79: Type K CementPHASE II: MIX DESIGNS
Page 80 and 81: KomponentPHASE II: MIX DESIGNS AND
Page 82 and 83: Denka CSA #20 (50.56 lb/yd 3 or 30
Page 84 and 85: Tetraguard AS20PHASE II: MIX DESIGN
Page 86: APPENDIX C:ADDITIONAL TESTING OFSAT

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