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The allowable loads on piles shall be governed by the provisions of Sections 13-132-140 to 13-132-170, inclusive. The average compressive stress on any cross section of a pile, under such portion of the design load as is carried to that section, shall not exceed the allowable value for the material as provided in Chapters 13-136, 13-144 and 13-148. All concrete in piling shall have a minimum ultimate compressive strength of 3,000 pounds per square inch.
(Prior code § 70-5)