Cast-in-Place Concrete Connections for Precast Deck Systems (2011) / Chapter Skim
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Pages 452-455
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453 Chapter 14 Full-Depth Deck Panel and Decked Bulb-T: Summary 14.1. Summary Speed of construction, particularly for bridge replacement and repair projects, has become a critical issue to minimize disruption of traffic and commerce.
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454 Table 14.1.1: Proposed performance criteria of CP materials Performance Characteristic Test Method Performance Criteria Compressive Strength (CS) , ksi ASTM C39 modified 6.0≤CS @ 8 hours (overnight cure)
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455 studies and was deemed to be a viable connection system to provide continuity in jointed deck systems over piers. Figure 14.1.1: Dimension of Slab Specimen 5)
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456 may be required to develop the reinforcement across the joint. An alternative is to use stainless steel reinforcement which performed well in the initial study, but was an expensive alternative.
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