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from adjacent shoring. Sm Elastic section modulus, neglecting reinforcement and casing, cubic inches (mm3). Recommended center-to-center spacing of deep foundation elements. The allowable soil pressure may be doubled for this evaluation. Unless tremie methods are used, all water and loose materials shall be removed from the holes prior to installing piles/tie-backs. Exception: Amendments adopted by only one agency appear in this chapter preceded with the appropriate acronym of the adopting agency, as follows: Division of the State Architect-Structural Safety: DSA-SS, for applications listed in Section. The resulting allowable load shall not be more than one-half of the load that produces a gross lateral movement of 1 inch (25 mm) at the lower of the top of foundation element and the ground surface, unless it can be shown that the predicted. At least two percent of all production piles shall be proof tested to the load determined in accordance with Section 1616A.1.16.

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1810A.4.6 Heaved elements Deep foundation elements that have heaved during the driving of adjacent elements shall be redriven as necessary to develop the required capacity and penetration, or the capacity of the element shall be verified by load tests in accordance with Section 1810. DSA-SS/CC For applications listed in Section. Wood poles shall be treated in accordance with awpa U1 for sawn timber posts (Commodity Specification A, image skincare coupon code Use Category 4B) and for round timber posts (Commodity Specification B, Use Category 4B). The predicted settlement shall cause neither harmful distortion of, nor instability in, the structure, nor cause any element to be loaded beyond its capacity. For a micropile or portion thereof grouted in an open drill hole in soil without temporary casing, the minimum design diameter of the drill hole shall be verified by a suitable device during grouting.

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