{"id":14438,"date":"2013-01-06T10:14:00","date_gmt":"2013-01-06T15:14:00","guid":{"rendered":"http:\/\/www.constructionspecifier.com\/?p=14438"},"modified":"2017-01-20T14:25:01","modified_gmt":"2017-01-20T19:25:01","slug":"improving-stucco-durability-using-moist-curing","status":"publish","type":"post","link":"https:\/\/www.constructionspecifier.com\/improving-stucco-durability-using-moist-curing\/","title":{"rendered":"Improving stucco durability using moist-curing"},"content":{"rendered":"<figure id=\"attachment_14442\" aria-describedby=\"caption-attachment-14442\" style=\"width: 376px\" class=\"wp-caption alignright\"><a href=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/introduction-photo.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\" wp-image-14442\" src=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/introduction-photo.jpg\" alt=\"Photos courtesy Building Diagnostics Inc. \" width=\"376\" height=\"236\" srcset=\"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/introduction-photo.jpg 800w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/introduction-photo-300x188.jpg 300w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/introduction-photo-624x392.jpg 624w\" sizes=\"auto, (max-width: 376px) 100vw, 376px\" \/><\/a><figcaption id=\"caption-attachment-14442\" class=\"wp-caption-text\"><span style=\"font-size: 8pt;\"><em>Photos courtesy Building Diagnostics Inc.<\/em><\/span><\/figcaption><\/figure>\n<p><strong>by Nickie Ramm, EIT<br \/>\n<\/strong>Observations of numerous building envelope failures in stucco (i.e. portland cement plaster) indicate it may lack durability when correct installation practices are not performed. One of the most common problems is cracked stucco\u2014and with the increasing trend of using the material as a cladding, the situation will likely get worse.<\/p>\n<p>Historically, stucco has been a durable material,\u00a0so cracking is not inherent; rather, the observed distress results from design and construction errors such as poor consolidation, inadequate control joints, or non-uniform thickness.<\/p>\n<p>Hydration is essential to achieving durable stucco. It is the principal mechanism of converting portland cement into a solid binder. Improper hydration leads to decreased strength development, layers\u2019 delamination, and cracking. Hydration is attained by incorporating proper curing methods during each step of the application process. American Concrete Institute\u2019s (ACI\u2019s) <i>Guide to Portland Cement-based Plaster<\/i> suggests curing plaster methods ensuring continued hydration should be used.<\/p>\n<p><b>Why cure?<\/b><br \/>\nCuring of stucco achieves two things: long-term strength development and improved substrate conditions for application of exterior finishes. ASTM C926, <i>Standard Specification for Application of Portland Cement-based Plaster<\/i>, defines stucco curing as \u201cthe act or processes of producing a moisture environment favorable to cement hydration, resulting in the setting or hardening of plaster.\u201d Continual wetting of the material encourages increased hydration of the cement particles. As the percentage of cement particles undergoing hydration increases, the pores containing air and water are replaced with hydration products, resulting in increased strength. Hydration can only be achieved in the presence of water, which is why curing should be required for all products containing portland cement.<\/p>\n<p>Today, curing is often left to the installer\u2019s discretion, despite requirements in project specifications, codes, and standards. As a result, the curing method is guided by popular misconceptions and misinformation. For example, some contractors may believe humidity in the air is sufficient for proper curing, but, this is not supported by national standards.<\/p>\n<figure id=\"attachment_14446\" aria-describedby=\"caption-attachment-14446\" style=\"width: 300px\" class=\"wp-caption alignleft\"><a href=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/stucco-moist-curing-IMG_0109.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"size-medium wp-image-14446\" src=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/stucco-moist-curing-IMG_0109-300x200.jpg\" alt=\"Fogging or misting the finish coat to maintain a dark brown color during the curing window.\" width=\"300\" height=\"200\" srcset=\"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/stucco-moist-curing-IMG_0109-300x200.jpg 300w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/stucco-moist-curing-IMG_0109-624x416.jpg 624w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/stucco-moist-curing-IMG_0109.jpg 800w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/a><figcaption id=\"caption-attachment-14446\" class=\"wp-caption-text\"><span style=\"font-size: 10pt;\">Fogging or misting the finish coat to maintain a dark brown color during the curing window.<\/span><\/figcaption><\/figure>\n<p><b>Strength development<\/b><br \/>\nStucco requires fully developed tensile strength to resist cracking due to frequent stresses within the system. The plaster must be strong enough to transfer the forces induced by self-weight, wind loads, frame shrinkage, and soil movements. Each of these forces acts independently and can be magnified when they occur simultaneously. Strength is developed over time if the following conditions are met:<\/p>\n<ul>\n<li>unhydrated cement particles are present;<\/li>\n<li>plaster\u2019s relative humidity (RH) remains above 80 percent; and<\/li>\n<li>there is space within the pore structure for new hydration products to form. (For more, see the Portland Cement Association\u2019s [PCA\u2019s] 2002 <i>Design and Control of Concrete Mixtures<\/i>, by Steven H. Kosmatka, et al.)<\/li>\n<\/ul>\n<p>The relative humidity is considered the controlling condition;\u00a0 structure is determined by the mix design and rate of hydration. The plaster\u2019s RH should be controlled by implementing proper curing methods.<\/p>\n<p>Many people understand concrete (the most common portland cement system) requires moist-curing to develop full strength, but stucco is more likely to lose moisture than concrete due to the application\u2019s thickness; the thin cross-section is more susceptible to drying out making moist-curing critical to performance.<!--nextpage--><\/p>\n<figure id=\"attachment_14444\" aria-describedby=\"caption-attachment-14444\" style=\"width: 300px\" class=\"wp-caption alignright\"><a href=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-1.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"size-medium wp-image-14444\" src=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-1-300x235.jpg\" alt=\"Known as saponification, this type of coating failure was caused by premature application. \" width=\"300\" height=\"235\" srcset=\"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-1-300x235.jpg 300w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-1-1000x784.jpg 1000w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-1-624x489.jpg 624w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-1.jpg 1440w\" sizes=\"auto, (max-width: 300px) 100vw, 300px\" \/><\/a><figcaption id=\"caption-attachment-14444\" class=\"wp-caption-text\"><span style=\"font-size: 10pt;\">Known as saponification, this type of coating failure was caused by premature application.<\/span><\/figcaption><\/figure>\n<p><b>Providing an adequate substrate<\/b><br \/>\nThe performance of any stucco application is controlled by the base coat. This consists of either a two-layer application of a scratch and brown coat or a single-layer base coat that performs both functions (called a \u2018one-coat\u2019 system, even though an additional finish coat is subsequently applied). The base coat is required to act as the primary cladding layer and the substrate for an architectural finish. Poor curing of the base coat can result in the system\u2019s failure to perform these intended functions.<\/p>\n<p>In a traditional three-coat stucco system, the finish coat must be cured using the same practices as base coats. Moist-curing can be terminated after 48 to 72 hours, but the finish coat should remain uncoated for at least seven days to prevent coating failure or poor bonding. It is not generally recommended to moist-cure proprietary finish coats with integral color, as this can cause discoloration. For proprietary finishing coats, follow the manufacturer\u2019s recommendations.<\/p>\n<p><b>Possible failures\u00a0<\/b><br \/>\nExperience has shown a lack of curing can result in failures that develop quickly after construction (or before substantial completion). Other long-term consequences of not properly curing stucco\u2014including shortened service life, corrosion of metal lath and accessories, and water penetration\u2014are being researched.<\/p>\n<p><i>Blistering\u00a0<\/i><br \/>\nBlistering of the finish coating applied before full curing of plaster can occur, as shown in Figure 1. Stucco, when fresh, has a high pH level (<i>i.e.<\/i> more than 11), similar to concrete. As it cures, the pH level falls and the surface can accept a finish coating. If applied to uncured stucco, the finish coating can lose adhesion. This finish coat was applied before the base coat was fully cured, resulting in severe blistering\u00a0(<i>i.e.<\/i> saponification) an acid-base reaction. Applying the finish coating early can also inhibit curing of stucco by limiting water absorption, resulting in a permanently soft stucco surface.<\/p>\n<figure id=\"attachment_14449\" aria-describedby=\"caption-attachment-14449\" style=\"width: 260px\" class=\"wp-caption alignleft\"><a href=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-2.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\" wp-image-14449\" src=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-2-300x246.jpg\" alt=\"Pervasive failure observed in the form of shrinkage cracking due to rapid moisture loss following installation. \" width=\"260\" height=\"213\" srcset=\"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-2-300x246.jpg 300w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-2-1000x822.jpg 1000w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-2-624x513.jpg 624w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-2.jpg 1009w\" sizes=\"auto, (max-width: 260px) 100vw, 260px\" \/><\/a><figcaption id=\"caption-attachment-14449\" class=\"wp-caption-text\"><span style=\"font-size: 10pt;\">Pervasive failure observed in the form of shrinkage cracking due to rapid moisture loss following installation.<\/span><\/figcaption><\/figure>\n<p><i>Widespread cracking associated with shrinkage<\/i><br \/>\nShrinkage cracks occur when the plaster dries out quickly due to moisture evaporation within the mix. Shown in Figure 2, shrinkage is often accommodated with control joints at regular intervals, but in severe drying conditions, control joints are not enough to prevent cracking within the panels.<\/p>\n<p><i>Delamination\u00a0<\/i><br \/>\nDelamination (Figure 3) occurs in composite materials when two adjacent surfaces do not achieve an adequate mechanical or chemical bond to resist the stresses imposed. In stucco, this adhesion failure can occur at the plaster-to-substrate interface or between two layers of plaster. Bonding, both to the substrate and subsequent layers, is controlled by proper substrate preparation, application techniques, and the plaster\u2019s sufficient strength gain. In this application, the plaster finish coat was applied before the base coat developed adequate strength, which is dependent on hydration.<\/p>\n<figure id=\"attachment_14450\" aria-describedby=\"caption-attachment-14450\" style=\"width: 260px\" class=\"wp-caption alignright\"><a href=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-3.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\" wp-image-14450\" src=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-3-300x238.jpg\" alt=\"Delamination occurred at the bottom of the wall due to improper installation, including poor curing. \" width=\"260\" height=\"206\" srcset=\"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-3-300x238.jpg 300w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-3-1000x793.jpg 1000w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-3-624x495.jpg 624w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-3.jpg 1041w\" sizes=\"auto, (max-width: 260px) 100vw, 260px\" \/><\/a><figcaption id=\"caption-attachment-14450\" class=\"wp-caption-text\"><span style=\"font-size: 10pt;\">Delamination occurred at the bottom of the wall due to improper installation, including poor curing.<\/span><\/figcaption><\/figure>\n<p><b>Best practices<\/b><br \/>\nTo enhance stucco durability, the best choice a designer can make is to specify, and enforce, proper curing in the contract documents. Simply referencing standards is not enough, because they conflict and are not typically stringent. Standards can also be vague and do not refer to the active process of adding water to the surface to prevent it from drying during the specified period. Relying on the weather conditions is not an acceptable curing method.<\/p>\n<p>For example, Northwest Wall and Ceiling Bureau\u2019s (NWCB\u2019s) <i>Stucco Resource Guide<\/i> only suggests curing the first (<i>i.e.<\/i> scratch) coat for a minimum of 48 hours. Conversely, Texas Bureau of Lathing and Plastering\u2019s (TBLP\u2019s) <i>Systems Manual<\/i> does not require moist-curing when the humidity in the air is over 75 percent. Stucco manufacturers typically call for moist-curing stucco a minimum of 48 hours.<\/p>\n<p>There are two widely accepted methods for curing stucco: surface-misting (or fogging) and the double-back method.<\/p>\n<p><i>Surface-misting<\/i><br \/>\nThe best curing method is surface-misting with water. This includes lightly misting the surface of each layer of plaster two to four times daily for 48 to 72 hours after application. The method can be easily modified\u2014but not eliminated\u2014to accommodate the weather conditions as needed. Portland Cement Association\u2019s (PCA\u2019s) <i>Portland Cement Plaster\/Stucco Manual<\/i> suggests it is generally enough to fog the surface with water at the workday\u2019s beginning and end. The water should be applied as a mist or fog, avoiding over-saturating the plaster; a heavy stream of water could damage the plaster if enough strength has not been developed. Cold water applied to hot stucco can also cause distress from thermal shock.<!--nextpage--><\/p>\n<p>The misting application should be increased in weather conditions with high drying potential; this includes high temperatures or wind speeds following plaster installation.\u00a0It is best to shield the plaster from direct sunlight and wind exposure using wind breaks or plastic sheeting. The shield should be used in addition to surface misting, not in lieu of it.<\/p>\n<p>The aim should be to maintain the plaster\u2019s constant dark brown color for 48 hours following installation. If the plaster becomes light gray in appearance, the plaster has experienced excessive drying and will be susceptible to various failures. It is also recommended to pre-wet the surface of the first or second coat before installing the brown or finish coat; this will improve bonding between the layers and improve the scratch coat\u2019s long-term strength gain.<\/p>\n<p><i>Double-back method<\/i><br \/>\nThe double-back method means the application of the second (<i>i.e.<\/i> brown) coat over the scratch coat as soon as the plaster can accept the application without damage. It is the only alternate method permitted by the <i>International Building Code<\/i> (<i>IBC<\/i>)\u00a0to the curing recommendations shown in Figure 4.<\/p>\n<figure id=\"attachment_14459\" aria-describedby=\"caption-attachment-14459\" style=\"width: 452px\" class=\"wp-caption alignright\"><a href=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-4.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\" wp-image-14459\" src=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-4-1000x241.jpg\" alt=\"International Building Code (IBC) requirements only allow the double-back method as an alternative to moist-curing the first coat. Data courtesy ICC\" width=\"452\" height=\"109\" srcset=\"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-4-1000x241.jpg 1000w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-4-300x72.jpg 300w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2013\/01\/curing-Figure-4-624x150.jpg 624w\" sizes=\"auto, (max-width: 452px) 100vw, 452px\" \/><\/a><figcaption id=\"caption-attachment-14459\" class=\"wp-caption-text\"><span style=\"font-size: 10pt;\">International Building Code (IBC) requirements only allow the double-back method as an alternative to moist-curing the first coat.<\/span><br \/><em><span style=\"font-size: 8pt;\">Data courtesy ICC<\/span><\/em><\/figcaption><\/figure>\n<p>There are several benefits to utilizing the double-back method. The brown coat\u2019s application results in the excess mix water being absorbed by the scratch coat. This improves the two layers\u2019 bonding and encourages further hydration of the cement particles in the scratch coat, resulting in improved strength. Additionally, the second layer of plaster increases the plaster\u2019s overall thickness, which decreases the drying potential and provides more pores to retain moisture for curing.\u00a0(See Thomas C. Geary\u2019s article \u201cDouble-back Application of Plaster,\u201d at <a href=\"http:\/\/stuccoguru.com\" target=\"_blank\">stuccoguru.com<\/a>.)<\/p>\n<p>Caution should be used when deciding to specify the double-back method, as there are conditions requiring the scratch coat\u2019s full curing before subsequent layers are applied. Low temperatures during application slow strength development; they require longer than normal for the scratch coat to achieve enough strength to receive the brown coat. Additionally, the double-back method should not be used if the substrate consists of flexible backing, such as metal lath applied over open framing.<\/p>\n<p>Double-backing is only a curing method for the scratch coat and does not relieve the applicator from properly curing the brown coat. Following the double-back method, the brown coat should be protected from direct sun and wind exposure and the surface should be misted as previously detailed.<\/p>\n<p><b>Conclusion<\/b><br \/>\nEnforcing project specifications is difficult unless the moist-curing language is strong. It is recommended to include the following requirements, in addition to thorough drawings and specifications for proper stucco and accessory product selection and installation.<\/p>\n<ol>\n<li>Provide sufficient external moisture for each coat by moist-curing to permit cementitious materials\u2019 continuous hydration. (The most effective procedure for curing and time between coats depend on climatic and job conditions. At a minimum, mist the scratch and brown coats at the start and again at the end of each calendar day.)<\/li>\n<li>If there is a delay before applying the brown coat, moist-cure the scratch coat daily until the brown coat is applied.<\/li>\n<li>Moist-cure the brown coat for a minimum of two consecutive days.<\/li>\n<li>Immediately before applying the finish coat, moisten the base coat to control absorption during the finish\u2019s application and tooling. Finish coat should be moist cured for a minimum of two days. For proprietary systems, manufacturer curing recommendations should be followed.<\/li>\n<\/ol>\n<p>If the contract documents include control joints drawn at regular intervals, the provisions laid out in ASTM C926 and C1063, <i>Standard Specification for Installation <\/i><i>of Lathing and Furring to Receive Interior and Exterior Portland Cement-based Plaster<\/i>, are strictly adhered to during construction and the stucco is properly moist cured, it is reasonable to believe the stucco application will not crack and with proper maintenance will last more than 100 years.\u00a0(See the article, \u201cHow Long Does Stucco Last?&#8221; posted on PCA\u2019s website, <a href=\"http:\/\/www.cement.org\" target=\"_blank\">www.cement.org<\/a>.)<\/p>\n<p><em>Nickie Ramm, EIT, has bachelor\u2019s and master\u2019s degrees in architectural engineering from the University of Texas at Austin. She is a project engineer at Building Diagnostics Inc., where she specializes in failure investigation, remedial design, architectural peer review, new construction monitoring, and diagnostic testing for building envelope systems. Ramm also participates in the company\u2019s research group, The Durability Lab, which researches and tests the durability of building components, identifying factors causing premature failure. She can be reached via e-mail at <a href=\"mailto:nramm@buildingdx.com\" target=\"_blank\">nramm@buildingdx.com<\/a>.<\/em><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Observations of numerous building envelope failures in stucco (i.e. portland cement plaster) indicate it may lack durability when correct installation practices are not performed. One of the most common problems is cracked stucco and with the trend of using the material as a cladding, the situation will get worse.<\/p>\n","protected":false},"author":10,"featured_media":14442,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[520,6,179,449,189,281,489,460],"tags":[2406,1259,658,2408,2407,1260],"class_list":["post-14438","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-features","category-general","category-masterformat","category-uniformat","category-09-00-00-finishes","category-09-20-00-plaster-and-gypsum-board","category-b2010exterior-walls","category-b20exterior-vertical-enclosures","tag-curing","tag-division-09","tag-durability","tag-nickie-ramm","tag-portland-cement-plaster","tag-stucco","entry"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.8 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Improving stucco durability using moist-curing - The Construction Specifier<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.constructionspecifier.com\/improving-stucco-durability-using-moist-curing\/\" \/>\n<link rel=\"next\" href=\"https:\/\/www.constructionspecifier.com\/improving-stucco-durability-using-moist-curing\/2\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Improving stucco durability using moist-curing - The Construction Specifier\" \/>\n<meta property=\"og:description\" content=\"Observations of numerous building envelope failures in stucco (i.e. portland cement plaster) indicate it may lack durability when correct installation practices are not performed. 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