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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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Suggested Citation

National Academies of Sciences, Engineering, and Medicine. 2011. Cast-in-Place Concrete Connections for Precast Deck Systems. Washington, DC: The National Academies Press. https://doi.org/10.17226/17643.

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Publication Info

8.5 x 11 |  DOI: https://doi.org/10.17226/17643
Chapters skim
Front Matter i-xxxvii
Report Contents 1-20
Chapter 3: PCSSS: Background 21-43
Chapter 4: PCSSS Numerical Studies: Practical Span Ranges, Applicability of Design Recommendations, and Other Issues 44-81
Chapter 5: PCSSS: Large-Scale Laboratory Bridge Investigation of System Behavior 82-160
Chapter 6: PCSSS: Subassemblage Investigation of Crack Control Reinforcement 161-231
Chapter 7: PCSSS: Conclusions and Recommendations 232-239
Chapter 8: Flange/Deck Connection: Concept Development of Joint Details for Accelerated Bridge Construction 240-246
Chapter 9: Flange/Deck Connection: Selection of Most Promising Connection Detail through Two-Phase Experimental Investigation 247-324
Chapter 10: Flange/Deck Connection: Numerical Studies to Determine Forces to be Applied in Large-Scale Tests 325-368
Chapter 11: Selection of Durable Closure Pour Materials for Accelerated Bridge Construction 369-390
Chapter 12: Longitudinal Joint Details for Accelerated Bridge Construction: Fatigue Evaluation 391-431
Chapter 13: Transverse Joint Details for Accelerated Bridge Construction: Fatigue Evaluation 432-451
Chapter 14: Full-Depth Deck Panel and Decked Bulb-T: Summary 452-455
References for PCSSS Study 456-459
References for Full-Depth Deck Panel and Decked Bulb-T Study 460-463
Appendix A: NCHRP 10-71 Design Guide 464-534
Appendix B: NCHRP 10-71 Design Examples 535-632
Appendix C: Phone Survey Results 633-670
Appendix D: Center City Field Bridge Instrumentation Designation, Nominal, and Measured Locations 671-676
Appendix E: Concept 1 Large-Scale Laboratory Bridge Instrumentation Designation and Measured Locations 677-700
Appendix F: Concept 2 Large-Scale Laboratory Bridge Instrumentation Designation, Nominal, and Measured Locations 701-709
Appendix G: Large-Scale Laboratory Bridge and Subassemblage Core Analysis 710-717
Appendix H: Subassemblage Sectional Calculations and Analyses 718-733
Appendix I: Subassemblage Instrumentation Designation, Nominal, and Measured Locations 734-743

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