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Cast-in-Place Concrete Connections for Precast Deck Systems (2011)

Chapter: References for PCSSS Study

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Page 456
Suggested Citation:"References for PCSSS Study ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Page 457
Suggested Citation:"References for PCSSS Study ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Page 457
Page 458
Suggested Citation:"References for PCSSS Study ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Page 458
Page 459
Suggested Citation:"References for PCSSS Study ." National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. doi: 10.17226/17643.
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Page 459

Below is the uncorrected machine-read text of this chapter, intended to provide our own search engines and external engines with highly rich, chapter-representative searchable text of each book. Because it is UNCORRECTED material, please consider the following text as a useful but insufficient proxy for the authoritative book pages.

457 References for PCSSS Study AASHTO, 1961, Interim Specifications: Standard Specifications for Highway Bridges, Washington, DC AASHTO, 1994, AASHTO LRFD Bridge Design Specifications 1st Edition, Washington, DC AASHTO, 1997, Standard Specifications for Highway Bridges 16th Edition, American Association of State Highway Officials, Washington, DC AASHTO, 2005, AASHTO LRFD Bridge Design Specifications 3rd Edition, Washington, DC AASHTO, 2010, AASHTO LRFD Bridge Design Specifications 5th Edition, Washington, DC ACI 308.1, 1998, Standard Specification for Curing Concrete. American Concrete Institute (ACI), Farmington Hills, MI ACI 224, 2001, Control of Cracking in Concrete Structures. American Concrete Institute (ACI) Committee 224, Farmington Hills, MI ACI 318, 2008, Building Code Requirements for Structural Concrete and Commentary, Farmington Hills, MI Anderson, A.R., Systems Concepts for Precast and Prestressed Concrete Bridge Construction, Highway Research Board Special Report, Issue No. 132. 1972. Highway Research Board, Washington D.C., pp. 9-21 ASTM C36, 2009, Test Method for Compressive Strength of Cylindrical Concrete Specimens. American Society for Testing Materials, West Conshohocken, PA ASTM C78, 2009, Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third- Point Loading). American Society for Testing Materials, West Conshohocken, PA ASTM C469, 2002, Standard Test Method for Static Modulus of Elasticity and Poisson’s Ratio of Concrete in Compression. American Society of Testing Materials, West Conshohocken, PA

458 Barker, R., and Puckett, J., Design of Highway Bridges: An LRFD Approach, 2nd Edition, 2007. Wiley and Sons, NJ Base, B.D., An Investigation of Transmission Length in Pre-tensioned Concrete. Portland Cement Association Research Report No. 5, 1958 Bell, C., Shield, C.K., French. C.W., Application of Precast Decks and other Elements to Bridge Structures. Mn/DOT Technical Report No. MN/RC 2006-37, 2006. Minnesota Department of Transportation, Saint Paul, MN Blackman, D., Evaluation of Design Methods for the Control of Early Age Bridge Deck Cracking, Master’s Thesis, 2002, Purdue University, West Lafayette, IN Endicott, W.A., ’Instant’ Bridges Keep Traffic on the Move, Ascent. 1993. Precast/Prestressed Concrete Institute, Chicago, IL, pp. 26-28 Erikkson, W.D., Vertical Tensile Stresses in End Regions of Precast Composite Slab-Span Systems and Restraint Moments, Master’s Thesis, May 2008. University of Minnesota-Twin Cities Graduate School, Minneapolis, MN Freyermuth, C.L., Design of Continuous Highway Bridges with Precast, Prestressed Concrete Girders. Journal of the Prestressed Concrete Institute 14(2), 1969. pp. 14-39 Fountain, R.S., A Field Inspection of Prestressed Concrete Bridges. Portland Cement Association (PCA), 1963 Frosch, R.J., Bice, J.K., Erickson, J.B., Field Investigation of a Concrete Deck Designed by the AASHTO Empirical Method: The Control of Deck Cracking, Indiana Department of Transportation Technical Report FHWA/IN/JTRP-2006/32. September 2006. Indiana Department of Transportation, Indianapolis, IN Gergely, P., Sozen, M.A., Seiss, C.P., The Effect of Reinforcement on Anchorage Zone Cracks in Prestressed Concrete Members, Structural Research Series No. 271, 1963. University of Illinois Hagen, K. “Development and Construction of Mn/DOT Precast Slab System.” PCI National Bridge Conference. October 18, 2005

459 Hawkins, N.M., Shahawy, M., Anchorage Zone Stresses in Prestressed Concrete Beams, Structural Research Series No. 207, 1960. University of Illinois INDOT, 1999, Standard Specifications, Indiana Department of Transportation, Indianapolis, IN Issa, M.A., Yousif, A.A., Kaspar, I.I., Khayyat, S.Y., Field Performance of Full Depth Precast Concrete Panels in Bridge Deck Reconstruction, PCI Journal, Vol. 40, No. 1, May-June 1995. Precast/Prestressed Concrete Institute, Chicago, IL, pp. 82-105 Le, Quoc Thanh Chau, “Transverse Cracking in Bridge Decks: Parametric Study.” Master’s Thesis, 1998. University of Minnesota-Twin Cities Graduate School, Minneapolis, MN Marshall, W.T., Mattock, A.H., Control of Horizontal Cracking in Ends of Pretensioned Prestressed Concrete Girders, Journal of the Prestressed Concrete Institute, 7(5), 1962, pp. 56-74 Merwin, D.P., Prestressed Concrete Bridge Built in One Weekend, Ascent, Vol. 13(3). August 2003. Precast/Prestressed Concrete Institute, Chicago, IL., pp. 32-34 Molnau, K., Dimaculangan, M.C., “Inverted T Design.” LRFD Bridge Design Workshop, June 12, 2007 Naito, C., Deschenes, D., Horizontal Shear Capacity of Composite Concrete Beams without Ties, Proceedings, Prestressed/Precast Concrete Institute (PCI) National Bridge Conference, 2006. Grapevine, TX Park, R., Priestley, M.J.N., Gill, W.D., “Ductility of Square Confined Concrete Columns.” Journal of the Structural Division, ASCE, Vol. 108, No. ST4, April 1982, pp. 929-950 Radabaugh, R.D., Investigation of Early Age Bridge Deck Cracking, Master’s Thesis, 2001. Purdue University, West Lafayette, IN Saenz, L.P., “Equations for the Stress-Strain Curve of Concrete.” ACI Journal Proceedings, Vol. 61, No. 22, September 1964, pp. 1229-1235 SAS Inc., 2004, ANSYS Version 9.0, Swanson Analysis Systems, Houston, PA

460 Smith, M.J., Eriksson, W.D., Shield, C.K., French, C.W., Monitoring and Analysis of Mn/DOT Precast Composite Slab Span System (PCSSS), Mn/DOT Technical Report No. MN/RC 2008-41. September 2008. Minnesota Department of Transportation, Saint Paul, MN Suttikan, C., “A Generalized Solution for Time-Dependent Response and Strength of Noncomposite and Composite Prestressed Concrete Beams.” University of Texas at Austin, 1978 Tadros, M.K., Baishya, M.C., Rapid Replacement of Bridge Decks, NCHRP Report No. 407, National Cooperative Highway Research Program, Transportation Research Board, Washington, DC, 1998 Tokerud, R., Precast Prestressed Concrete Bridges for Low-volume Roads, PCI Journal. 1979. Precast/Prestressed Concrete Institute, Chicago, IL Uijl, J.A.d., Tensile Stresses in the Transmission Zones of Hollow-Core Slabs Prestressed with Pretensioned Strands Report 5-83-10, The Netherlands: Delft University of Technology Department of Civil Engineering, 1983 Wallace, J.W., BIAX – A Computer Program for the Analysis of Reinforced Concrete Sections. University of California at Berkeley, 1989 Zia, P., Preston, H.K., Scott, N.L., and Workman, E.B., Estimating Prestress Losses. Concrete International, June 1979. pp. 32-38

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TRB’s National Cooperative Highway Research Program (NCHRP) Web-Only Document 173: Cast-in-Place Concrete Connections for Precast Deck Systems offers suggested design and construction guidance for and includes five illustrative examples of durable case-in-place reinforced concrete connections for precast deck systems that emulate monolithic construction, considering issues including speed of construction, durability, and fatigue.

A summary of this project was published as NCHRP Research Results Digest 355: Summary of Cast-In-Place Concrete Connections for Precast Deck Systems.

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