1. Are more than a total of 20 feet of reinforcing steel located in a footing required for compliance with Sections 250.50 and 250.52? The 20 feet can include pieces of rebar that are tied together in the usual manner. In other words, if more than 20 feet of reinforcing steel is located in the footing does all of the steel need to be bonded together to form the electrode, or will a minimum of 20 feet of the steel be the maximum length required? This is important to understand as having footings at different levels (step footings) may occur. This also may include concrete pads for the support for interior columns, or many concrete piers to support the entire structure. If all of the steel needs to be bonded together this would require a bonding conductor to jump from one footing to the other and possibly the pads, or to each separate pier.</I>
Answer: The
Code establishes the minimum requisite, which means one is required to do at least that much. The answer is yes; a single section of rebar in a length of 6.0 m (20 ft) satisfies the requirements of Section 250.52(A)(3). The minimum length of 6.0 m (20 ft) can be accomplished by multiple reinforcing bars being bonded together using the usual steel tie wire as indicated in the last sentence of this section.
To answer the second part of this question, if there are multiple concrete-encased electrodes in the same overall concrete footing that are not tied together by the usual tie wire, then by the current minimum requirements in the Code, they should be used and bonded together. This situation can be compared to conditions where multiple water pipe grounding electrodes are in the same structure. They all are required to be used in the grounding electrode system, without exception.