Transcription of WisDOT Bridge Manual Chapter 36 – Box Culverts
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WisDOT Bridge Manual Chapter 36 – Box Culverts
WisDOT Bridge Manual Chapter 36 Box Culverts July 2018 36-1 Table of Contents Design Method .. 4 Design Requirements .. 4 Rating Requirements .. 4 Standard Permit Design Check .. 4 General .. 5 Material Properties .. 6 Bridge or culvert .. 6 Staged Construction for Box Culverts .. 7 Limit States Design Method .. 8 LRFD Requirements .. 8 Limit States .. 8 Load Factors .. 9 Strength Limit State .. 9 Factored Resistance .. 9 Moment Capacity .. 10 Shear Capacity .. 10 Depth of Fill Greater than or Equal to 10 Depth of Fill Less than ft .. 12 Service Limit State .. 12 Factored Resistance .. 12 Crack Control Criteria .. 12 Minimum Reinforcement Check .. 13 Minimum Spacing of Reinforcement .. 14 Maximum Spacing of Reinforcement .. 14 Edge Beams .. 14 Design Loads .. 15 Self-Weight (DC) .. 15 Future Wearing Surface (DW).
Box culverts are reinforced concrete closed rigid frames which must support vertical earth and truck loads and lateral earth pressure. They may be either single or multi-cell. ... flushing, but not so steep that the stock will slip. Slopes steeper than 5% should be avoided. • For additional guidance refer to the FDM. WisDOT Bridge Manual ...
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