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Pile Capacity: DRILLED SHAFT 48IN
Driven pile and drilled shaft nominal resistance data — steel H-piles (HP8 to HP16), pipe piles (12 and 16 in OD), precast concrete piles, and drilled shafts with cross-section properties, structural capacities, and typical skin friction and end bearing ranges by soil type
| pile type | area in2 (in2) | depth in (in) | end bearing clay ksf max (ksf) | end bearing clay ksf min (ksf) | end bearing sand ksf max (ksf) | end bearing sand ksf min (ksf) | min embedment ft (ft) | perimeter in (in) | skin friction clay ksf max (ksf) | skin friction clay ksf min (ksf) | skin friction sand ksf max (ksf) | skin friction sand ksf min (ksf) | standard | structural capacity kips A36 (kips) | structural capacity kips A572 (kips) | weight plf (lb/ft) | width in (in) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| DRILLED SHAFT 48IN | 1,810 | 48 | 60 | 15 | 800 | 200 | 20 | 151 | 3 | 1 | 5 | 1.2 | AASHTO LRFD 9th Ed Section 10.8; Brown et al. FHWA GEC-10 Drilled Shafts | 18,096 | 18,096 | 1,885 | 48 |
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