Did I Uncover a $100,000,000 Mistake with the Millennium Tower "Fix"?
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For engineers wishing to perform their own calculations:
Plate Material: ASTM A572 grade 50 (Per SGH Drawing Notes Sheet S001)
Plate Dimensions: 1-1/2" x 6-1/2" x 1'-1" (Per SGH Sheet S502 - 2 Rods per plate)
Rod Tensile Load: 250 kips to 345 kips per rod (Per SGH Calculations Sheet 104)
Concrete Compressive Strength: 7000 PSI (Per SGH Sheet S001)
Revision Date of Referenced Drawings for 18 Pile Repair: 01-13-22 Signed by EOR
Send photos, tips, or other whistleblower content related to building and engineering matters to "[email protected]". Your identity will remain confidential unless you explicitly state that you want to go on the record.
Josh's Instagram: https://www.instagram.com/josh.engineer/
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