Section 4: Normal Parameters and Calculations
Anchor: #i1003178Cap and Backwall Parameters and Calculations
Normal abutment cap and backwall parameters are as follows:
- Maximum skew angle not requiring corner breakback is 15°.
- See Section 7 - Main Section Details for completed abutment sections.
- See Section 10 - Bar Details for all reinforcing bar locations and spacing.
Figure 3-2. Cap and Backwall Parameters.
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Figure 3-3. Typical Section Showing Height of Backwall. Online users can click 3-3 to view this illustration in PDF.
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Figure 3-4. Typical Plan Views Showing Skew Offset Dimension Calculations. .
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Anchor: #i1003224Wingwall Length Parameters and Calculations
Normal wingwall length parameters and calculations are as follows:
- Maximum length of a typical cantilevered wingwall is 12'.
- Minimum length of any wingwall is 4'.
- Use rectangular wingwall for concrete girder, box beam, and double - T abutments.
Figure 3-5. Wingwall Length Parameters and Calculations.
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Anchor: #i1003254Foundation Parameters and Calculations
Typical 0° skew abutment foundation parameters are as follows:
- 15'-0" - maximum spacing between main cap foundations, type A, B, and C beams*
- 13'-0" - maximum spacing between main cap foundations, type IV beams*
- 22'-0" - maximum length for a single foundation wingwall
- 16'-0" - maximum spacing between foundations on a multi-foundation wingwall
- Maximum end foundation spacing - See details below
*Round off spacing to nearest 3" where practical
NOTE: These are general guidelines used for developing standards. Unusual conditions may dictate that an engineering judgment be made.
Figure 3-6. Foundation Parameters and Calculations.
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Figure 3-7. Typical Plan Views with Calculations to Locate Foundations.
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