CONCEPT #64 OF 100 · Logistics, Fleet & Manufacturing · LAYOUT: blueprint_schematic
OSHA 1926.1432 Critical Crane Lift Plan, Rigging Geometry & Outrigger Bearing Study
Standard / Reference: OSHA 29 C.F.R. § 1926.1432 · ASME B30.5 Mobile Cranes · ASME B30.9 Slings & Rigging
Why professionals use this template: 10,500/mo search demand: industrial contractors and crane rental fleets performing lifts >75% of rated chart capacity needing PE-stamped rigging geometry and outrigger mat bearing schedules.
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Included Financial Metrics & Line-Item Schedule
Target Roles: Heavy Rigging Engineers, NCCCO Mobile Crane Operators, Millwrights & Safety Directors · Search Keywords: crane critical lift plan and rigging calculation worksheet template pdf, osha 1926.1432 critical lift permit, outrigger pad ground bearing pressure psf calculation, sling angle tension factor rigging sheet
TOTAL GROSS HOOK LOAD
148,200 LBS (74.1 Tons)
CHART CAPACITY @ 52' RAD
182,000 LBS (LTM 1300-6.2)
PERCENT OF RATED CHART
81.4% (Critical > 75.0%)
MAX OUTRIGGER BEARING
3,450 PSF (Mat Cap: 5,000)
| CODE | DESCRIPTION & TECHNICAL SPECIFICATION | BASIS / QTY | AMOUNT / DELTA |
|---|---|---|---|
| LOAD-NET | Net Piece Weight: 68.0-Ton Heat Recovery Steam Generator Drum (Certified Scale Ticket) | 136,000 LBS Net | VERIFIED |
| RIG-DED | Rigging Deductions: 100-Ton 5-Sheave Hook Block (2,400 lb) + 24' Modular Spreader + 4× Crosby Shackles | 12,200 LBS Tackle | VERIFIED |
| CFG-CRN | Liebherr LTM 1300-6.2 Configuration: 141' Boom · 52.0' Max Radius · 194,000 lb Full Counterweight | 81.4% of 182,000 lb | APPROVED |
| MAT-CRN | 4× 8'×12'×12" Oak/Steel Crane Mats Over Compacted Crushed Stone (Max Corner Load: 331,200 lbs) | 3,450 PSF < 5,000 | APPROVED |
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