Section 10: Cast-in-Place Concrete Slab and Girder Spans (Pan Forms)
Anchor: #i1355082Materials
Use Class S concrete (ƒ'c = 4.0 ksi). If the slab will be subjected regularly to deicing chemicals based on district policy, add the following plan note: For Class S concrete in slab, use one of the mix design options 1 through 5 required by Item 421.
Anchor: #i1357850Geometric Constraints
The only skew angles available for pan form spans are provided on relevant standard drawings.
The only span lengths available for pan form spans are provided on relevant standard drawings.
Limit slab overhangs to a maximum of 13.75 inches measured from face of stem to edge of slab.
Anchor: #i1355123Structural Analysis
None required.
Anchor: #i1355317Design Criteria
None required. Pan form spans are predesigned and shown on standard drawings.