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BOX CULVERT DESIGN

Basis of Design:
Minimum Concrete Strength - 5000 psi
Welded Wire Fabric minimum Yield Stress - 65,000 psi
Deformed Bars Minimum Yield Stress - 60,000 psi
Soil - 120#/ft3
External Water Table - below box section invert ( External Ground Water Pressure = 0)
Depth of water in box section - equal to inside height

Complete the following input.

Select the Size of the box culvert - Span X Rise X Wall Thickness
Input the depth of earth cover over the top salb in feet ( 0 to 30 feet)
Use HS20 Live Loads
Use Interstate Live Loads


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