Restoring and maintaining archaic concrete floor systems

October 1, 2021

By J. Christopher Clements, AIA

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Photos courtesy Hoffmann Architects Inc.

For a building owner, contractor, or design professional, encountering an unfamiliar material can be a terrifying prospect, especially if the material makes up something as fundamental as the floor slab. A floor slab in modern construction often means reinforced concrete—ubiquitous and reliable. However, it was not always so. Prior to the rise of reinforced concrete, materials used to construct floor slabs included brick, terra cotta, and a group of materials and methods known as alternative concrete systems.

It is this last group that is often the most puzzling to deal with, as it represents a myriad of approaches without clear modern parallels. Frustratingly, these systems can appear to be a standard concrete deck until their true nature is revealed through damage or alteration, leaving bewildered contractors and upended schedules. Knowing how to recognize and approach these systems can be invaluable if one is encountered.

History and background: Cities under threat

In the 1800s, America’s increasingly dense cities lived under the threat of fire; 19th century fires could be a widespread catastrophe, burning huge swaths of the city. Moreover, they occurred frequently, as in Boston (1872), Chicago (1871 and 1874), and New York (1835 and 1845). San Francisco was the site of seven major fires between 1849 and 1851.

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Hidden in plain sight, archaic floor systems predominated in the late 19th and early 20th centuries, and many are still in service today. This 1910 building, nestled between glass towers, has a cinder concrete roof.

The destruction wrought in this period presented an incredible demand for ‘fireproof’ construction materials. In 1885, New York added a requirement to its building code that any building more than 21.3 m (70 ft) tall should be fireproof. Similar language was added to other building codes throughout the U.S. during the 1880s and 1890s. While reinforced concrete would eventually come to dominate as the material for slab construction, it was not yet available. At the time, concrete was thought of as a material for foundations, not structural elements. That concrete was not considered a suitable material for floor slabs was primarily due to the lack of adequate reinforcement. The twisted steel bars that would eventually develop into modern rebar were only patented in 1884, and it would be several more years before they were used outside of bridges and other engineering works. Without reinforced concrete, there was no easy answer to the challenge of creating a fireproof building material for floors.

This gap in building technology drew inventors of the late 1800s in droves, and they developed numerous patented flooring systems designed to resist fire while carrying the increasingly heavy floor loads brought by industrialization. These systems included terra cotta and brick arches, ‘filled joist’ systems where timbers were paired with fire-resistant materials, and alternative concrete systems.

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Since damage to wire-reinforced floors may compromise load capacity, invasive probes require experience and planning.

Terra cotta and brick arches, both flat and vaulted, were already in use at the time, but had significant disadvantages. These systems were heavy and thick, taking up a large amount of headroom and adding significant weight to the structure. Construction was laborious, first requiring the construction of a wooden centering, on top of which arches would then be carefully constructed. Filled joist systems had all the structural downsides of wooden joists, with the added weight of fill material. The arrival of alternative concrete systems provided better alternatives, even if each system came with its own challenges and limitations.

Alternative concrete systems

Cinder concrete

Cinder concrete—one of the most encountered alternative concrete systems—can be one of the most troublesome due to the unpredictable chemical properties of coal cinders used in its construction. Patented in 1906 by engineers A.W. Buel and C.S. Hill, cinder concrete became a dominant structural slab system in the 1920s to the 1940s. Surviving examples can be found extensively throughout New York City as cinder concrete had several advantages over other systems of the day: high load capacity, fire resistance, low material cost, and ease of assembly.

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Since damage to wire-reinforced floors may compromise load capacity, invasive probes require experience and planning.

As indicated by its name, a cinder concrete system is comprised of a cinder fill layer encased on either side by low-strength concrete. This cinder fill is made from the cinder and clinker leftover from coal burning, an abundant waste product at the turn of the century. Anywhere from 101.6 to 203.2 mm (4 to 8 in.) thick, this loose cinder layer provided lightweight fire protection.

Cinders would also be used as an aggregate in the concrete itself, a typical mix being one part concrete and two parts sand mixed with five parts cinders. The resultant concrete weighed 38.5 to 49.9 kg (85 to 110 lbs) per square foot and had a rough, pumice-like texture.

Tensile strength in this system was provided by wire mesh draped between light-gauge steel beams. Laid in this way, this arrangement provides tensile support by means of a catenary system, the strength of which is the basis of many of the various alternative floor systems.

Taken together, the cinder fill provides fire resistance and helps distribute the load, the draped wire mesh provides tensile strength, and the concrete topping provides the walking surface, transfers loads to the mesh, and protects the system from water intrusion. In typical installations, the floor would be covered over with wood sleepers and hardwood floors or, in the case of rooftops, with a loose cinder fill sloped to provide drainage.

Roebling floors

Introduced in 1892, Roebling floors were one of the earliest concrete floor systems used in the U.S. The Roebling models were defined by a series of patents held by William Orr for John A. Roebling’s Sons corporation, a producer of wire and wire rope. The genesis of these floors came out of a desire to find new markets for wire cloth, one of the products the company produced.

By adding small gauge rods into the wire mesh at intervals, Orr produced stiffened wire cloth to serve as the basis for the Roebling floor. On its introduction, it was marketed as a lighter and cheaper alternative to the then commonly used brick and terra cotta arches. Two systems were used: System A and System B, with variations for different building types.

System A was comprised of the company’s stiffened wire cloth arched between I-beams, providing a formwork onto which lightweight concrete was poured. Often, this would be a cinder concrete of the same type used in the floor systems discussed previously. Above this, wood sleepers and fill material provided the base for wooden flooring. Depending on the situation, the arches could be covered by another layer of stiffened wire cloth stretched between the I-beams and covered with an applied plaster coating or left open with the beams themselves coated in concrete. While this might appear to be a reinforced concrete system, it is not and was not intended to be so, as the wire mesh is positioned distinctly outside of the concrete.

System B, while also considered a Roebling floor, was a much different system. In this case, the concrete was reinforced by flat iron bars laid over top the supporting steel beams, with the wire cloth again providing formwork; though, in this case, the cloth was not arched but rather laid flat underneath the reinforcing bars. This system could accommodate wider spans than System A, by virtue of its tensile reinforcement.

The metropolitan system

The metropolitan system was patented in 1899 by Conrad Freitag. What distinguishes it from other alternative concrete systems is a gypsum binder, instead of Portland cement. In the metropolitan system, gypsum plaster is mixed with treated wood chips and sawdust as aggregate, then poured between steel beams. As with cinder concrete, tensile strength is provided by wire reinforcement in a catenary arch, though in this case the structural support is provided not by wire mesh but by twisted pairs of wires individually secured and strung between the beams. These wires carry almost all the load; the thick but lightweight plaster slab predominantly serves as a base for the walking surface and provides fire resistance.

Other alternative systems

While these three systems may be the most common of the alternative concrete floor systems, they are not the only ones. These systems were typically produced and sold under patent, and this drove diversity of design along with innovation. Many systems exist as slight variations of one another; as an example, one cinder concrete deck was observed to have iron bars laid across the beams in the same fashion as a Roebling System B. General themes are often present: the use of wire reinforcement to provide tensile strength, short spanning distances, and the use of thick slabs to impart fire resistance. Aggregate materials are diverse, and nonstructural materials are often present solely to impart fire resistance.

Testing Archaic Floor Systems

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Under intense heat and load for an 1897 empirical test, the Roebling floor, at left, remained intact, while the tile arch collapsed.The Engineering Record, Vol. XXXV, No. 1, January 2, 1897

One of the chief concerns of anyone encountering an alternative concrete floor will always be: “Is it safe?” To best answer this question, one needs to look at the testing carried out at the time these floors were introduced, an informative look back at the history of building codes in the United States.

The most influential battery of tests was carried out by the New York City Bureau of Buildings in 1913, working with Columbia University. Fourteen different types of flooring systems were tested against each other: in the same conditions, using the same methods, and under the supervision of impartial observers. The test involved both traditional brick and terra cotta flooring against novel systems. At the time, there were no standardized tests for material assemblies. These would be the first and would form the basis for testing regimes to follow.

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Interior of test chamber shows the concrete arch intact
and the tile arch after rupture.

The test protocol was designed to judge fire resistance and was as direct as it was thorough. First, a sample of the floor system was built across four brick walls. The floor was loaded to 732.3 kg/m2 (150 psf) and, with that load in place, the assembly was subjected to increasing temperatures over a period of five hours, with more than three hours spent at more than 1093.3 C (2000 F). After this, the underside of the floor was hosed down with cool water to simulate the action of extinguishing a fire, and additional load was placed on the floor to bring it up to a total loading of 2929.4 kg/m2 (600 psf). The floors were monitored during testing, and measurements of deflection made at the final stage. The results of these tests proved these new systems superior to established brick and terra cotta floors and spurred their acceptance.

Problems and solutions

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Typically one part cement, two parts sand, and five parts cinders, cinder concrete slabs are structurally unstressed, relying on wires to carry loads.

It is important for an owner or building professional to know about the presence of an alternative concrete system, preferably prior to any construction work or even design. While cutting into a slab is the surest way to verify the presence of an alternative concrete system, it is probably the least convenient or desirable. Severing the wires in these systems can seriously compromise their structural capacity.

Fortunately, there are some markers to look for suggesting the presence of an alternative concrete system. Building age is perhaps the key initial indicator; any building constructed between 1880 and 1920 has a good chance of having one of these systems in place, though examples can be found as late as 1950. When looking at the slab itself, the presence of unusual aggregate materials such as sawdust, wood chips, or cinders suggests archaic concrete construction. Damaged areas of the slab may expose reinforcing wires or mesh atypical for modern reinforced concrete, particularly on the underside of the slab where the curvature of the catenary may be visible. Less definitive but easier to observe is slab thickness: an unusually thick slab can be evidence for an alternative system.

These systems can present several problems. Relatively thin layers of concrete, like those used in cinder fill decks, can crack easily, and even without cracks the relatively porous concrete mixes used often admit water. Once inside, water can traverse cavities present in the design and saturate areas of loose fill, which then may remain wet for years, conducting water throughout the slab.

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With a pumice-like texture that is rough and porous, cinder concrete uses byproducts of coal as economical, lightweight, fire-resistant aggregate. Often, a surface of wire lath was suspended below the beams and coated with plaster to provide a finished ceiling.

When water meets metal reinforcing materials, corrosion can occur quickly and weaken the slab. Due to their thin gauge, wire- and wire-mesh-based systems are especially susceptible to corrosion damage, which can quickly impact their strength. To make matters worse, chemicals present in cinder fill or aggregate can produce corrosive compounds, such as sulfuric acid, when mixed with water, accelerating deterioration. It is not uncommon to find wires in compromised slabs completely disintegrated, leaving only rust. Even in the absence of corrosive failure, cracking can cause the embedding concrete to lose enough integrity that individual wires are subject to ductile failure, as loads are not effectively distributed.

One question that can arise when encountering a slab with widespread failure of tensile wire is: how was it able to continue standing? The answers are varied. In many cases, loads are transferred to intact areas of the slab. The large number of tension members (wires) present means even a failure of numerous wires, provided they are not all localized, need not cause collapse. In many cases, even if a wire has failed at a given point, friction between the wire and the surrounding matrix allows it still to provide some structural function along the rest of its length. Perhaps most crucial to the survival of these floors is they were designed very conservatively with respect to loads, even by the standards of today, so the loss of some capacity does not necessarily leave them deficient.

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A test cut into this concrete ceiling reveals wire mesh compromised
by corrosion.

Regarding structural capacity, it is also important to know how these floor systems are regarded by modern building codes. While not prohibited, these systems stand outside of modern code requirements. Perhaps the best passage referencing these systems is the International Building Code (IBC) 1604.4: “Any system or method of construction to be used shall be based on a rational analysis in accordance with well-established principles of mechanics.” While archaic, these systems are still based in sound empirical design and were subjected to testing equivalent to our standards today.

If code analysis needs to be performed, there are methods available to engineers. Any systems based on catenary action can use well-established statics along with spot measurements to determine wire size and spacing to calculate loading capacity. Simplified formulas for this analysis remain part of the building code in New York City today.

Still, there are limitations to the accuracy of these assessments. Damage to the floors can reduce load capacity or fire resistance. Seismic analysis and testing were not part of the original test protocols for these floor systems and may not be possible to evaluate due to the lack of data for some floor types.

Restoration and conservation

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Within this soaring vaulted ceiling lurks an archaic concrete system that has been covered over, making it challenging to access and repair. Note the exposed structural wire mesh where fasteners for the roof were added in the 1980s.

Thousands of buildings with these floor systems are still in service today, many more than a 100 years after they came into service. Overall, alternative concrete floor systems are best left undisturbed; if in good repair there is no reason to assume they require replacement. Any repairs or alterations should be made in consultation with a structural engineer who should undertake a detailed examination of the floor system and its condition.

Localized damage to a slab can simply be patched if supporting wires or other reinforcements are intact. This type of repair will not restore the concrete’s structural capacity, but this is not crucial as the wires are the structural elements.

If an area has been weakened through the corrosion or cutting of the tension elements, then restoration will require replacement of the entire span between the supporting beams. As the structure relies on continuous tension from beam to beam, the spanning area of the slab cannot be partially replaced and still function. Since tension elements may run continuously from one span to the next, the tops of the beams must be fully exposed, and any wires must be tack welded to the beams before they are cut to maintain the integrity of the adjacent spans.

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Cinder concrete decks were favored in the 1920s to 1940s for their load capacity, fire protection, light weight, low cost, and ease of construction.

Alterations to alternative concrete slabs should be made carefully with attention to special details, including any modifications that involve cutting into or drilling through the floor slab. As cutting into a catenary support system will destroy its load capacity, alternative measures must be taken to support the load between the opening and the adjacent steel beams.

In the case of an alternative concrete system as a roof deck, the existing slab may be abandoned in place if found to be compromised and more limited repairs are impossible. For this procedure, the construction team carefully removes the topping slab and cinder fill, then pours a lightweight reinforced slab into the cavity, spanning between the existing steel beams. As the existing cinder layer can be quite thick and heavy, such a repair can have the ancillary benefit of removing up to 244 kg/m2 (50 psf) of dead load from the floor.

Unlike a regular slab, loads cannot be hung from an alternative concrete system without careful consideration, as the slab itself does not have strength to resist pullout. Existing hangers attached to wire reinforcement may be used with caution. If new hangers are installed, they should be attached directly to the steel floor beams. If an element must be placed between beams, a rod can be drilled through the entirety of the slab and the load distributed by a wide flange on the top. However, this should be avoided if possible as it risks damaging tension elements during drilling.

Still in service

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At the SoHo, New York headquarters of Scholastic Inc. (built 1890), building envelope restoration included a terra cotta and cast-iron floor system.

As a part of the living history of construction, archaic floor systems exist in many buildings despite having been supplanted by modern construction methods. As a building manager or design professional, it is important to be aware these systems are in use today, and to recognize one in place before attempting repairs, alterations, or construction to avoid inadvertently damaging the integrity of a structure. However, these historic systems are proven safe and durable, and with knowledgeable stewardship will be able to prove themselves reliable into the future.

 

 

 

 

 

Endnotes:
  1. [Image]: https://www.constructionspecifier.com/wp-content/uploads/2021/10/HoffArchConcrete01.jpg
  2. [Image]: https://www.constructionspecifier.com/wp-content/uploads/2021/10/HoffArchConcrete02.jpg
  3. [Image]: https://www.constructionspecifier.com/wp-content/uploads/2021/10/HoffArchConcrete05.jpg
  4. [Image]: https://www.constructionspecifier.com/wp-content/uploads/2021/10/HoffArchConcrete04.jpg
  5. [Image]: https://www.constructionspecifier.com/wp-content/uploads/2021/10/Engineering-Record-v35-1897-BW.jpg
  6. [Image]: https://www.constructionspecifier.com/wp-content/uploads/2021/10/Engineering-Record-v35-1897-2-BW.jpg
  7. [Image]: https://www.constructionspecifier.com/wp-content/uploads/2021/10/HoffArchConcrete03-1.jpg
  8. [Image]: https://www.constructionspecifier.com/wp-content/uploads/2021/10/HoffArchConcrete06.jpg
  9. [Image]: https://www.constructionspecifier.com/wp-content/uploads/2021/10/HoffArchConcrete07.jpg
  10. [Image]: https://www.constructionspecifier.com/wp-content/uploads/2021/10/HoffArchConcrete09.jpg
  11. [Image]: https://www.constructionspecifier.com/wp-content/uploads/2021/10/HoffArchConcrete11.jpg
  12. [Image]: https://www.constructionspecifier.com/wp-content/uploads/2021/10/HoffArchConcrete12.jpg
  13. [Image]: https://www.constructionspecifier.com/wp-content/uploads/2021/10/ClementsC.jpg
  14. Hoffmann Architects: http://www.hoffarch.com

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