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If the steel is exposed to the air or other corrosive agents, one-sixteenth inch shall be deducted from the thickness of the metal in computing the allowable load.
If there are indications at the site at which piles are to be used, that conditions exist which will cause serious deterioration of the piles, suitable approved protective measures against such deterioration shall be employed.
(Prior code § 70-10.4)
The use of types of piles not specifically mentioned in Sections 13-132-180 to 13-132-320, inclusive, including composite piles, and the use of piles under conditions not specifically covered shall be permitted, subject to compliance with the provisions of Chapters 13-136, 13-144 and 13-148.
(Prior code § 70-11)
Foundation caissons shall be concrete filled shafts with or without bottom bells. They may be hand or machine excavated, extending to or into solid rock, hardpan or other bearing material determined to be suitable by approved engineering analysis and testing procedures. Foundation caissons shall comply with the provisions of Section 13-132-390 to 13-132-450 of this Code.
(Prior code § 70-12)
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