High-Performance/High-Strength Lightweight Concrete for Bridge Girders and Decks (2013)

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68 AASHTO (2010). AASHTO LRFD Bridge Construction Specifications, 3rd Edition. AASHTO (2010). AASHTO LRFD Bridge Design Specifications, 5th Edition. AASHTO T-161 (2008). Standard Method of Test for Resistance of Concrete to Rapid Freezing and Thawing, 10 pp. ACI 209 (1997). Prediction of Creep, Shrinkage, and Temperature Effects in Concrete Structures. ASTM C39 (2005). Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens. ASTM C78 (2007). Standard Test Method for Flexural Strength of Con- crete (Using Simple Beam with Third-Point Loading). ASTM C127 (2007). Standard Test Method for Density, Relative Density (Specific Gravity), and Absorption of Coarse Aggregate. ASTM C150 (2009). Standard Specification for Portland Cement. ASTM C157 (2008). Standard Test Method for Length Change of Hard- ened Hydraulic-Cement Mortar and Concrete. ASTM C469 (2002e1). Standard Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression. ASTM C496 (2004). Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens. ASTM C512/C512M (2010). Standard Test Method for Creep of Concrete in Compression. ASTM C567 (2005). Standard Test Method for Determining Density of Structural Lightweight Concrete. ASTM C618 (2008). Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use in Concrete. ASTM C666 (2008). Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing. ASTM C989 (2010). Standard Specification for Slag Cement for Use in Concrete and Mortars. ASTM C1202 (2010). Standard Test Method for Electrical Indication of Concrete’s Ability to Resist Chloride Ion Penetration. ASTM C1240 (2010). Standard Specification for Silica Fume Used in Cementitious Mixtures. ASTM C1556 (2004). Standard Test Method for Determining the Appar- ent Chloride Coefficient of Cementitious Mixtures by Bulk Diffusion. ASTM C1585 (2004). Standard Test Method for Measurement of Rate of Absorption of Water by Hydraulic-Cement Concretes. CEB-FIP Model Code (1990), Design Code 1990, Comité Euro- International du Béton. Dymond, B. Z., Roberts-Wollmann, C. L., & Cousins, T. E. (2009). Shear Strength of a PCBT-53 Girder Fabricated with Lightweight Self- Consolidating Concrete. Report No. FHWA/VTRC 09-CR11. Virginia Transportation Research Council. Hawkins, N. M., et al. (2005). NCHRP Report 549: Simplified Shear Design of Structural Concrete Members. Transportation Research Board. National Academy of Sciences, Washington, DC. Kahn, L. F., et al. (2004). “Lightweight Concrete for High Strength/High Performance Precast Prestressed Bridge Girders,” Research Report No. 04-1, Georgia Institute of Technology, Jan. 2004. Kolozs, R. T. (2000). Transfer and Development Lengths of Fully Bonded ½ Inch Prestressing Strand in Standard AASHTO Type I Preten- sioned High Performance Lightweight Concrete (HPLC) Beams. Master’s Thesis, University of Texas at Austin, Austin, TX. Logan, D. R. (1997). “Acceptance Criteria for the Bond Quality of Strand for Pretensioned Prestressed Concrete Applications.” PCI Journal, 42(2), 52–90. Malone, B. J. (1999). Shear Strength of Reinforced and Prestressed Con- crete Beams With Lightweight Aggregate Concrete. PhD Dissertation, Purdue University. Meyer, K. F. (2002). Transfer and Development Length of 0.6-inch Dia- meter Prestressing Strand in High Strength Lightweight Concrete. Doctoral Dissertation, Georgia Institute of Technology, Atlanta, GA. Nassar, A. J. (2002). Investigation of Transfer Length, Development Length, Flexural Strength and Prestress Loss Trend in Full Bonded High Performance Lightweight Prestressed T-Beams. Master’s Thesis. Virginia Polytechnic Institute and State University, Blacksburg, VA. Nowak (1999). NCHRP Report 368: Calibration of LRFD Bridge Design Code. Transportation Research Board. National Research Council, Washington, DC. Nowak and Rakoczy (2010). Strength Parameters for Compressive Strength of Lightweight Concrete. 2010 Concrete Bridge Confer- ence. National Concrete Bridge Council. Nowak and Szerszen (2003). Calibration of Design Code for Buildings (ACI 318): Part 1-Statistical Models for Resistance. ACI Structural Journal. May-June 2003. 377–382. PCI (1997). PCI Bridge Design Manual. Chicago, IL: Precast/Prestressed Concrete Institute. Ramirez, J. A., and Russell, B. W. (2008). NCHRP Report 603: Trans- fer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete. Transportation Research Board, National Research Council, Washington, DC. Russell, B. W., and Burns, N. H. (1993). Design Guidelines for Trans- fer, Development and Debonding of Large Diameter Seven Wire Strands in Pretensioned Concrete Girders (Report No. 1210-5F): The University of Texas at Austin. Zena, D. (1996). Transfer and Development Lengths of Strands in Lightweight Prestressed Concrete Members. Master’s Thesis, Uni- versity of Maryland, College Park, MD. References