ASA Pool and Recreational Shotcrete Committee Position Statement #4
Forwarded by By Bill Drakeley, SWD Master
Quality swimming pool construction can only consistently be a reality when the definition of quality is understood. To me, a quality structure is one that I can confidently say is watertight – a pool that does exactly what it is supposed to do: hold water. At the American Shotcrete Association, where I serve as Chair of the Pool and Recreational Shotcrete Committee, my fellow members and I are eager to hold ourselves to this standard. I am pleased to present to the GENESIS® community and readership a formal Position Statement on Watertight Shotcrete for Swimming Pools. – Bill Drakeley, SWD Master
Position Statement #4
ASA Pool and Recreational
Watertight Shotcrete for Swimming Pools
Shotcrete is an ideal construction method for a concrete swimming pool. The versatility of shotcrete placement allows for the construction of a concrete pool shell of virtually any size and shape. Standards for shotcrete design and applications can be found in American Concrete Institute (ACI) Committee 506 guides,1 specifications, and technical notes, as well as ASA position papers.* Responsible shotcrete contractors specializing in concrete pool construction must use appropriate design, quality materials, and construction tech- niques to build a fully functional pool with long-term durability that is essentially watertight under normal service condi- tions. Watertightness of the shotcrete material is a crucial durability and serviceability property of any properly constructed water-holding shotcrete structure. Shotcrete placement that allows water to pass through the concrete of a pool shell is a sign of flawed material or placement techniques.
Pools are complex concrete structures with irregular shapes, varying thicknesses, numerous shell penetrations, and variable soil conditions. The structural requirements for a pool shell must be evaluated by a professional engineer who is qualified for structural evaluation. A proper design will include specifications for subgrade preparation, concrete shell thicknesses, concrete materials, reinforcing steel layout, and pipe and fixture penetration details. With an appropriate design, proper materials, and quality placement, the experienced builder creates a pool that meets loading conditions, provides long-term durability, and is essentially watertight.
The concrete material used to construct the pool shell must meet watertightness requirements. Scientifically defined, watertightness of the concrete material is the result of complex mass transport mechanisms (capillarity, permeability, and water diffusion) that refer to various properties of concrete.2 A definition of watertightness is “impermeable to [measurable flow of] water except when under hydrostatic pressure suf ficient to produce structural discontinuity by rupture.”3,4 A proper concrete mixture design is a prerequisite for successful shotcrete application of concrete. A well-designed, shootable mixture should be selected with a proper aggregate grada- tion, allowing it to pass through a shotcreting system. Special attention should be given to the amount of fi aggregate and cementitious paste necessary to cover the aggregate sur- face area (minimum 4:1 cementitious-to-aggregate ratio, and ideally 3:1). Suffi cementitious paste and a low water cementitious material ratio (w/cm) are necessary for producing a dense, watertight final product.
*NOTE: “Shotcrete” and “concrete” are two distinct terms. Shotcrete is defined as “concrete placed by a highvelocity pneumatic projection from a nozzle.”3 In other words, concrete is the material; shotcrete is the placing process. The end result is a concrete structure built with the shotcrete process. However, many members of the industry will use the terms interchangeably when the reference to the shotcrete process is implied. We do the same in this Paper, using “shotcrete” and “concrete” interchangeably. A “shotcrete pool shell” is understood to be comprised of concrete, and a “concrete pool shell” is—in this context—understood to have been placed using the shotcrete process.
Assuming the correct mixture design, compressive strength of the concrete is generally indicative of the w/cm (lower w/cm equates to higher strength) and the potential watertightness of the shotcrete in the pool shell. Complete compaction of the pool shell concrete is a direct result of the velocity (typically 65 to 115 ft/s [20 to 35 m/s]5) at which the mixture is shotcreted onto the substrate. The high impact energy produced by proper shotcrete equipment and placement techniques achieve maximum in-place encapsulation and compaction with minimum voids for a given concrete mixture. Compressive strength is measured through core samples taken from in-place material or shotcrete test panels. Because concrete compressive strength is affected by the same physical properties that affect watertightness, it is possible to evaluate the quality of a shotcrete pool shell—both from a structural and a watertightness point of view—by considering the compressive strength of the shotcrete produced. Thus, in this context, compressive strength is an appropriate predictor of watertightness.
Shotcrete made from properly graded aggregates, quality cement, and potable water; properly placed by a qualified shotcrete crew; consolidated at the requisite velocity; and properly cured will easily yield a 28-day compressive strength of 4000 psi (28 MPa). In reality, 5000 psi (34 MPa) is desirable for enhanced durability and is routinely achievable by careful attention to materials and placement techniques. Table 4.2.2 of ACI 350-066 (refer to Fig. 1) has requirements for special exposure conditions. The table indicates concrete intended to have low permeability when exposed to water should have a maximum w/cm of 0.45 with a minimum 4000 psi (28 MPa) compressive strength. However, when the concrete is exposed to chlorides (brackish water, salts, and seawater),ACI 350 requires a w/cm of 0.40 and compressive values of 5000 psi (34 MPa) to provide protection for embedded reinforcement. Thus, lower w/cm and higher compressive strength provide better protection for embedded reinforcement in water containing structures. Concrete technology and common sense show that watertightness will be improved using a concrete with a low w/cm with sufficient paste content—that is, wellconsolidated by the placement techniques and properly cured and protected after placement—thus creating a dense impermeable concrete.
There are many reasons why a shotcrete placement would not achieve specific minimum compressive strength. These include poor workmanship, defective equipment, undesirable environmental conditions, or the inadequate selection of ingredients including poorly graded aggregates, soft or deleterious aggregates, expired cement, or contaminated water. In any case, compressive strength values less than 4000 psi (28 MPa) are, in most cases, the result of intentionally or unintentionally ignoring the rules of good practice7,8 and will result in pool shell shotcrete that is not as watertight.
As with any other concrete structure, shotcrete pool shells must be properly designed—both from a structural and a concrete material perspective. Good quality shotcrete properly designed, manufactured, placed, and cured will produce the desired result—a durable and essentially watertight structure. Experienced pool builders pay attention to all the details of the shotcrete process and building pool shells with watertight shotcrete. Watertightness of shotcrete should be the expectation of all parties: the client, the designer, and the contractor.
- ACI Committee 506, “Guide to Shotcrete (ACI 506R),” American Concrete Institute, Farmington Hills, MI, 2005, 40 pp.
- Bolduc, L. S., and Jolin, M., “Shotcrete Boiled Water Absorption,” Shotcrete, V. 12, No. 1, Winter 2010, pp. 12-17.
- ACI CT-13, ACI Concrete Terminology, American Concrete Institute, Farmington Hills, MI, 2013, http://www.concrete.org/portals/0/fi_ACI_Concrete_Terminology.pdf.
- ASA Pool & Recreational Shotcrete Committee, “Position Statement #2, Definition of Key Shotcrete Terminology,” Shotcrete, V. 15, No. 3, Summer 2012, p. 29.
- Ginouse, N., and Jolin, M., “Material Velocity at the Nozzle,” Shotcrete, V. 15, No. 4, Fall 2013, pp. 22-24.
- CI Committee 350, “Code Requirements for Environmental Engineer- ing Concrete Structures (ACI 35006) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2006, 487 pp.
- Crom, T. R., “DryMix Shotcrete Nozzling,” Concrete International, V. 3, No.1, Jan. 1981, pp. 80-93.
- CP60, “Craftsman Workbook for ACI Certification of Shotcrete Nozzle- man,” American Concrete Institute, Farmington Hills, MI, 2009, 126 pp.
Reproduced with the permission of the American Shotcrete Association. This Position Statement first appeared in Shotcrete Magazine, Volume 17, Number 1, Winter 2015. https://www.shotcrete.org/.
Bill Drakeley, SWD Master
Drakeley Pool Company
74 Hickory Lane
Bethlehem, CT 06751
T (203) 263-7919
F (860) 274-7902