IBC 1807 / ASCE 7-22 / Broms Method Geotechnical Engineering Model

Commercial Solar Ground-Mount Pile Depth & Foundation Solver

Underwrite structural embedment depths for driven steel C-piles, helical screws, and ground screws. Calculate lateral soil resistance (Broms method), ASCE 7-22 overturning moments, frost heave uplift, and turnkey civil foundation CapEx.

Geotechnical & Array Parameters Site Profile

500 kW-DC (~1,250 Panels)
100 kW 1.5 MW 5.0 MW

Civil Unit Pricing

$
$
Embedment Depth
8.5 ft (102 in)
✓ +5.5 ft Beyond Frost
Total Piles Driven
156 Piles
~1 Pile per 8 Panels
Overturning Moment
14,280 ft-lbs
Per Foundation Post
Foundation CapEx
$41,847
$0.084 / W-DC

📐 Geotechnical Embedment & Steel Schedule Broms Lateral Analysis

Total Steel Pile Length: 14.0 ft (168 in)
Above-Grade Reveille: 5.5 ft
Underground Embedment: 8.5 ft
Total Galvanized Steel: 10.4 Metric Tons
Driving Rig Production: 2.5 Days (60 piles/day)
Above Ground (5.5 ft)
— Ground Line —
Embedment (8.5 ft)

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