Case Studies
Jan 16, 2020

Investigation, Analysis, and Treatment Testing for the Mission Church, Tumacácori National Historical Park

Publication: Journal of Architectural Engineering
Volume 26, Issue 1

Abstract

The adobe mission church (circa 1801) at Tumacácori National Historical Park in Arizona was damaged in an intense winter storm in 2010. To mitigate the damage and to address building envelope vulnerabilities, investigators completed a study of the hygrothermal behavior of the dome, including characterization of soluble salts and environmental conditions that result in salt damage, identification of structural and seismic vulnerabilities, performance testing (lab and in situ) of lime-based renders for exterior surfaces of the church, and an assessment of structural wood. Hygrothermal modeling of the dome indicates that heavy rain events that occur every 5–10 years result in moisture infiltration and damage to the decorated plasters on the dome interior. The structural assessment identified conditions requiring repair, strengthening, and/or improvements that will result in improved ductility of building assemblies. The wood assessment identified species and grade of structural wood members that require repair, reinforcement, or replacement for developing seismic retrofit designs. Natural hydraulic lime (NHL)–based stuccos offer the best combination of performance properties, resistance to erosion, low absorption and debonding, and acceptable flexural strength and water vapor transmission.

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Acknowledgments

The research presented here was the result of projects conducted through the Colorado Plateau Cooperative Ecosystem Studies Unit between the University of New Mexico and the National Park Service. Tumacácori National Historical Park provided the funding. Special thanks are owing to Jeremy Moss, Mathew Guebard, Ray Madril, and Eric Herrera of the National Park Service, and to Pat Taylor, who supervised the application of renders to test walls.

References

ASTM. 2008. Standard test method for flexural strength of hydraulic-cement mortars. ASTM C348. West Conshohocken, PA: ASTM.
ASTM. 2010a. Standard test method for field determination of water penetration of masonry wall surfaces. ASTM C1601. West Conshohocken, PA: ASTM.
ASTM. 2010b. Standard test methods for water vapor transmission of materials. ASTM E96. West Conshohocken, PA: ASTM.
ASTM. 2011. Standard test method for compressive strength of hydraulic cement mortars. ASTM C109. West Conshohocken, PA: ASTM.
ASTM. 2016. Standard practice for establishing structural grades and related allowable properties for visually graded lumber. ASTM D245. West Conshohocken, PA: ASTM.
Crosby, A. 1978. Historic structure report: Architectural data. Denver: US Dept. of the Interior, National Park Service, Denver Service Center.
Ruiz-Agudo, E., F. Mees, P. Jacobs, and C. Rodriguez-Navarro. 2007. “The role of saline solution properties on porous limestone salt weathering by magnesium and sodium sulfates.” Environ. Geol. 52 (2): 269–281. https://doi.org/10.1007/s00254-006-0476-x.
Tolles, E. L. 1989. “Seismic studies on small-scale models of adobe houses.” Ph.D. dissertation, Dept. of Civil Engineering, Stanford Univ.

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Go to Journal of Architectural Engineering
Journal of Architectural Engineering
Volume 26Issue 1March 2020

History

Received: Apr 2, 2018
Accepted: May 31, 2019
Published online: Jan 16, 2020
Published in print: Mar 1, 2020
Discussion open until: Jun 16, 2020

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Authors

Affiliations

Principal, Atkinson-Noland & Associates, 2619 Spruce St., Boulder, CO 80302. ORCID: https://orcid.org/0000-0003-4986-3643
Carlo Citto
Principal, Atkinson-Noland & Associates, 2619 Spruce St., Boulder, CO 80302.
Douglas W. Porter [email protected]
Assistant Professor, School of Engineering, Univ. of Vermont, Burlington, VT 05405 (corresponding author). Email: [email protected]
Research Assistant Professor, Dept. of Anthropology, Univ. of New Mexico, Albuquerque, NM 87131. ORCID: https://orcid.org/0000-0002-9377-5897
Ronald W. Anthony, Aff.M.ASCE
President, Anthony & Associates, Inc., P.O. Box 271400, Fort Collins, CO 80527-1400.

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