Tag Archives: material science

Belgian Blocks, Portland’s Historic Streetscapes

Portland’s historic streetscapes were composed of Belgian Blocks, more commonly referred to as cobblestones. From 1885 to the 1900s, the City of Portland used Belgian Blocks as the primary paving surface, bridging the gap between mud roads and asphalt pavement. When asphalt replaced the blocks as the primary road surface, the asphalt was applied directly over the blocks essentially hiding the blocks from the public domain. During street repair projects, the Belgian Blocks are often rediscovered under the asphalt. Per city ordinance, when blocks are exhumed, they are stockpiled for potential future redeployment.

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Belgian Block streetscape in Portland, Oregon, 1928.


To better understand how the City of Portland might redeploy the existing Belgian Blocks, we completed a research report on the Belgian Blocks for the Bureau of Planning and Sustainability, and facilitated two listening sessions with the Portland Historic Landmarks Commission to gather perspective. The report provides the Portland Historic Landmarks Commission (PHLC) and the Portland Bureau of Transportation (PBOT) with background information and technical data for consideration of how best the city might utilize the redeployment of its Belgian Blocks.

UNDERSTANDING STONE PETROGRAPHY
Background information on stone petrography is necessary to understand durability, chemical composition, and other factors affecting use of stone in the built environment. When it comes to stone found across the Pacific Northwest, when in doubt, guess basalt. The two quarries that the Belgian Blocks of Portland originate from are the St. Helens and Ridgefield quarries, located in the Columbia Plateau Region.

Ridgefield Quarry

Ridgefield Quarry, 2011.


In 1931, Harold Fisk produced a history and petrography of Oregon basalts, providing microscopic imaging of different basalts. The work that Fisk did resulted in a comprehensive analysis and categorization of basalt types in Oregon, meaning that comparable basalt types and the locations in Oregon can easily be found and used.[i]

NEOLITE AND LEATHERED
An US Geological survey from 1976 compared the Columbia Plateau basalt flows to the Oregon and Washington coastal basalt flows, giving specific chemical composition of the samples taken.[ii] To further identify the Belgian Block’s thru petrographic differences, a report from 1983 tests the characteristics of two different types of stone blocks at Lewis and Clark college. The types are referred to as “Neolite” and “Leathered,” the latter a common name that may have been derived by the supplier of the stone at the time of installation.

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Belgian Blocks at Lewis and Clark College. Lyn Topkina, 2014.


REDEPLOYMENT OF BELGIAN BLOCKS
During the 1970s, with renewed interest in saving Portland’s historic character, the City of Portland passed ordinances no. 139670 and no. 141548 in 1975 providing guidance for redeployment of Belgian Blocks removed during street repair projects. At the time of adoption, these ordinances were primarily focused on salvaging characteristics of Portland’s original street scape. As a result, the ordinances did not address the practical aspects of re-deployment and could not anticipate the Americans with Disability Act (ADA) requirements mandating accessibility for all citizens.

Re-deployment of Belgian Blocks within the public right-of-way must meet modern building and land use codes like ADA and historic review. As a part of any re-deployment of Belgian blocks in public spaces, understanding how the blocks meet, or could be modified to meet, current accessibility codes are critical. Specifically related to the use as walking and biking surfaces, two primary concerns arise: tripping and slipping.

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Belgian Block, Lyn Topinka, 2014.


Our report demonstrates that it is possible through manipulation of the stone surface, use of setting means and methods, and testing, to modify the Belgian Blocks to allow for reuse as horizontal surfaces. Modifying the physical characteristics of the blocks to meet tripping and slipping standards for re-deployment is possible. Many modification techniques exist for both shop and field modifications. The report focuses on two: cutting and dressing surfaces.

NEXT STEPS
In review of the primary issues raised regarding resistance to redeployment of the Belgian Blocks, the research performed and presented in the Belgian Block Report provide data and ideas by which both the PHLC and PBOT are able to reconsider polices and from which more alignment with similar goals for redeployment may be met. Our recommendations include:
1. The historic ordinances need to be updated to reflect more deployment options;
2. Design details for deployment are in need of updating and reflect various methodologies;
3. Provide objective criteria for linear deployment of Belgian Blocks within the Public Right of Way;
4. Provide clarity that streetcar and light rail stops are to use Belgian Block in linear patterns;
5. Allow modification of the block surfaces to increase slip resistance and promote textural variations.

Read the full: Belgian Block Report

[i] Harold Fisk, “The History and Petrography of the Basalts of Oregon,” Masters of Art and Science Diss. (1931), University of Oregon, Eugene, OR. University of Oregon Library, 461. F57.
[ii] Allan B. Griggs, and Donald A. Swanson, The Columbia River Basalt Group in the Spokane Quadrangle Washington, Idaho, and Montana, with a Section on Petrography, Geological Survey Bulletin 1413, US Geological Survey (1976).

The Material Conservation of Concrete BPA Radio Substations

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Along with the advent of hydropower dam construction, in 1944 the Bonneville Power Administration constructed several single-story, concrete Substations to regulate and control the power grid. These substations were located near the hydroelectric source often in areas remote from major urban areas.

In the early 1950s Microwave Radio Stations were built to relay remote monitoring and control of the power source and distribution systems. These purpose-built structures were often built on high points for clear line of signal communication and at distances along the relay route that were clear of signal obstructions which tended to occur in remote areas.

Design of the structures optimized function and technical requirements. Substations housed banks of electrical control panels, communication panels, and banks of batteries. Space for personnel is limited to small, single, no gender specific locker rooms, and kitchens with no cooking equipment.
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CONSTRUCTION TYPE
Construction was typically reinforced concrete floors, walls, and roof with steel storefront systems and plate glass. Even though the space planning is very functional, the exterior design is executed in Art Deco motifs concentrated at the main entry and rear doorways. Art Deco motifs include design for custom doors and storefronts.

The choice of construction materials has weathered well with the notable exception of entry canopies and use of elastomeric coatings. When constructed, little was known about the protective cover concrete provides to reinforcing bars and often circa 1940 structures had insufficient cover resulting in bar corrosion. Repair of these areas includes removal of failed material, erection of form work mimicking the decorative design, and placing of formulated concrete mixes capable of overhead and vertical installation.

WHY MATERIAL PRESERVATION IS CRITICAL
Since the application of elastomeric coatings, much more is known about the lack of moisture migration thru the coating and trapping of bulk water behind the coating leading to problems with older concrete structures. Substations and Microwave Radio Stations are an integral part of hydroelectric power distribution and the preservation of these structures is critical for both operation and the history of power distribution in the Pacific Northwest.
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Written by Peter Meijer, AIA, NCARB / Principal

Understanding the Veracity of In-Situ Data Acquisition on Historic Buildings

Many historic preservation, restoration, renovation, and/or adaptive reuse projects require the analysis of existing building materials. This could be to meet demands for repair treatments, ensure energy performance targets, or research the history and authenticity of a building or site (amongst many others). Projects often call for advanced analytic techniques such as infrared thermography, RILEM tube water absorption, acid-dissolution of mortar, petrography, x-ray diffraction, and a plethora of other scientific tests to ensure a proper understanding of the chemical and physical properties of the existing building materials. These tests are often costly and time-consuming. For these reasons, many projects rely on results from a single test, or a small handful of tests. This begs the question, are the results from a few analytical or forensic tests representative of the entire building (either in its performance or historical characteristics)?
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HISTORIC BUILDING MATERIAL PROPERTIES
Historic buildings present unique challenges. Unlike modern construction, historic buildings were built in a time without the same levels of standardization and mass-production that we see today. Home Depot was not a thing yet, and in its place, contractors were reliant on local hardware stores or local/regional distribution sources for building materials. In many cases, they made their own! As a result, when analyzing historic buildings today, the material properties are generally unknown and undocumented.

TIME AND THE ELEMENTS
Adding to the unknown is the process of time. Mother nature and the elements are a continuous impact – weathering historic buildings and changing the chemical and physical nature of extant materials. Different parts of a building will also weather at different rates, depending on several variables such as orientation, exposure, occupation, micro-climates, site and neighboring elements, water migration, and so on. There is also a good chance that over the years many repairs have been made, creating a patchwork of different materials. This creates buildings with highly varying characteristics and performance when measured in-situ.





Written by Daniel Castele, Designer and Conservator.

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Joseph Vance Building

At the request of Jonathan Rose Companies/Kidder Mathews, Peter Meijer Architect, PC, (PMA) was retained to provide a limited exterior condition assessment of the terra cotta veneer at the Joseph Vance Building in Seattle, WA. PMA was initially contracted to observe repair work being performed by Pioneer Masonry Restoration (Pioneer). While onsite several significant deficiencies were noted on the west elevation. PMA recommended a complete assessment of the west elevation to understand the source of the observed deficiencies. Exterior observations were conducted from swing stage equipment located on the west elevation of the building. The south elevation was observed during review of Pioneer’s repair work and is discussed in the following report, however detailed observations on the elevation were not included in this scope of work. The short east elevation was also not assessed as part of this investigation. The purpose of the assessment was to provide Jonathan Rose Companies/Kidder Mathews with an understanding of the existing conditions, potential causes of terra cotta deterioration and repair recommendations.

The Joseph Vance Building was built in 1929 .The building is fourteen stories high and constructed with a concrete structure and concrete infill between structural columns. The west and south elevations have a decorative terra cotta veneer facade. On the east elevation the primary material is painted concrete/stucco, with a small section of terra cotta veneer along the southern most portion of the structure. The north elevation is entirely painted concrete/stucco.

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Trinity Episcopal Cathedral Seismic Rehabilitation

Trinity Episcopal Cathedral was constructed ca. 1904 in the Gothic Revival Style. PMA was the historic architect on the design team tasked with conducting an exterior assessment including conditions of the slate roof, flashing system, stone veneer, and other details.

In addition, PMA studied the passive ventilation potential of the sanctuary in order to improve the space for the maximum number of occupants with the minimal cost and changes for the congregation. The original design included 10 operable dormers along the Sanctuary roof. The dormers have since been boarded over, preventing rising heat from escaping. Congregants find the space overheated during the summer months and one must question whether operable dormers would provide adequate ventilation to sufficiently cool the space. PMA developed an energy model using OpenStudio and EnergyPlus to compare the thermal comfort of occupants within the space. The study focused on the thermal comfort within the Sanctuary, and results showed natural ventilation could dramatically lower indoor temperatures during peak summer months.

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Lovejoy Fountain Pavilion Rehabilitation

Designed by Charles Moore in 1962 as part of Lawrence Halprin’s fountain sequence, the Lovejoy Pavilion represents a significant departure for Moore moving away from traditional design towards a Post Modern architectural vocabulary. This new design direction is expressed by Moore in the use of wood cribbing support columns and compound trusses resembling the surrounding West Hills of Portland, Oregon.

Despite the copper clad roof, the wood structure was in early decay and the crib support columns were inadequate to support the roof load as visible in the crushing of support members. The structure’s Owner, Portland Parks and Recreation, committed to replacing wood components with original design, material, species, and craftsmanship.

Building Envelope Corrections:
• Guided Structural dismantling.
• Created the documentation to support the replacement of deteriorated components with original species, tight grain Douglas-Fir, and improved details for weather protection.
• Provided on-site guidance to the sub-contractor team for copper work and repair techniques.

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Old Capital Building Phase I Repairs

The building was designed by Washington architect Willis A. Ritchie in the Queen Anne style with light gray Chuckanut sandstone. The Old Capitol Building is significant statewide for its role in both county and state government and as an important anchor building to downtown Olympia. The Superintendent of Public Instruction has been a tenet of the Old Capitol Building since 1906.

PMA performed a leak investigation and general assessment of the circa 1892 Old Capitol Building and its 1905 East Annex addition.

Building Envelope Corrections:
• General exterior condition assessment of the roof systems and exterior stone.
• Identified the potential sources of water intrusion resulting in plaster damage.
• 3D laser scan and Revit model, the first such recording of a historic building for DES, creating a template for future assessment and facility maintenance projects.
• Window by window condition survey.

Marshall Wells Lofts Exterior Building Envelope and Window Repair

The Marshall Wells property is a former industrial warehouse converted to 164 residential spaces in the heart of NW Portland’s Pearl District. Peter Meijer Architect, PC (PMA) provided a condition assessment of the exterior concrete facade and repair recommendations for the deteriorated conditions to the HOA and unit owners. PMA successfully addressed:

• Material failures,
• Flashing deficiencies and steel corrosion,
• And building movement all of which have led to water intrusion.

PMA prepared the documentation for bidding and construction; and in consultation with window contractor and the building management team, established a systematic review and assessment of butyl sealant failure of the existing windows and provided repair recommendations. Additionally, the Marshall Wells Lofts Condominium Association hired PMA to update the 2001 Preservation Plan to comply with statutes for Oregon State Special Assessment. The update includes the original Plan, annotated to indicate plan components that are completed, along with photo documentation.

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OHSU Auditorium Building Exterior Condition & Interior Assessment

The Auditorium Building was designed by the architect Ellis F. Lawrence and constructed in 1939. The University of Oregon (now Oregon Health and Science University) had hired Lawrence to design other buildings on the campus with the vision of creating an “acropolis of healing” on top of Marquam Hill.
The condition assessment included the exterior facade of the Auditorium Building and categorized the need of repair into three priority levels.

Building Envelope Corrections:
• Level 1 Priority Repairs should be completed in order to prevent further damage to the building. Many of these repairs are necessary to solve water intrusion problems.
• Level 2 Priority Repairs are repairs to damaged areas within the building. The repairs are designed to maintain building materials and to extend the lifespan of the materials.
• Level 3 Priority Repairs are associated with rehabilitation of the space to create greater historic integrity.

Additionally, PMA collaborated with Heritage Conservation Group, LLC, to survey and document the cultural heritage holdings in the Auditorium building.