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Dayton brick and limestone, era by era

Almost every masonry question on a Dayton house comes down to when it was built. The brick changed, the mortar changed, and the stone trim came and went, so a repair that is correct in Huber Heights is wrong in the Oregon District. This page is the short version of what a mason looks for, decade by decade, and what each era needs when it fails. Prices for every repair named here are on the pricing page.

The quick table

EraWhere in DaytonBrick and stoneMortar it needs
1820s to 1860sOregon District, oldest South Park and St. Anne’s Hill blocksSoft, hand-made, uneven brick; simple stone sillsStraight lime and sand, or Type K
1870s to 1900Huffman, South Park, St. Anne’s Hill, Grafton Hill, early Dayton ViewHarder pressed brick; limestone sills, caps, water tables, porch trimType K or Type O, matched to a sample
1900 to 1930Dayton View, Grafton Hill, most of OakwoodMachine-made brick, often with a fine raked or beaded joint; heavy stone trimType O, sometimes a soft Type N, only after testing
1930s to 1950sKettering’s early streets, Belmont, the east sideUniform brick, transitional Portland-lime mortarType N
1950s to 1970sKettering, Huber Heights, Beavercreek, CentervilleHard machine-made brick, steel lintels, few stone detailsType N
Post-1970sNewer subdivisions across the metroHigh-fired brick veneer and blockType S

1820s to 1930: the lime era

The Oregon District became Dayton’s first locally designated historic district in 1974 and carries architecture from 1820 to 1915 across twelve square blocks between Patterson Boulevard and Wayne Avenue. St. Anne’s Hill dates roughly from 1860 into the early 1900s across about fourteen blocks and 333 properties. Huffman was built almost entirely between 1870 and 1890: when it was listed in 1982, 663 of its 668 buildings were contributing. South Park holds more than 780 brick and frame structures from the 1880s into the early twentieth century across 24 blocks and 150 acres. Dayton View, the city’s first planned neighborhood, runs from the late 1880s through the 1930s, and Grafton Hill from the 1880s to the 1920s.

Oakwood sits at the end of this era. It incorporated as a village in 1908 with 67 homes and became a city in 1931, and its boom followed the streetcar up the hill: the line was electrified to Five Points in 1895, extended to Aberdeen in 1916, and to Hadley in 1918. Most of its 3,000-plus houses date from the 1910s through the 1930s, and Schantz Park, an entire subdivision, went on the National Register in 1992.

All of this brick was laid in lime-based mortar, and the reason is chronology rather than taste. Preservation Brief 2 records that Portland cement was first manufactured in the United States in 1872, was treated as an additive until around the turn of the century, and that by the 1930s most masons used a mix of equal parts Portland cement and lime putty. Mortar in walls built between 1873 and 1930 therefore varies enormously, which is why a sample gets tested rather than a date being looked up.

What fails on these houses: the chimney first, then parapets, then the north face, then the sills. Mortar joints erode because that is their job, and after a century they need renewing. What should not be happening is brick faces flaking while the joints stand proud; that is a previous hard repoint, and it is covered on the spalling page.

The limestone that came with it

From roughly the 1880s through the 1930s, Dayton’s better brick houses were built with stone: sills under every window, caps on porch walls and piers, a water table at the base, and lintels and trim on the fronts of the more expensive houses. That stone is layered sedimentary material, and it fails along its bedding planes when water sits in it and freezes. Ohio gets roughly 110 air freeze-thaw cycles a year according to the Federal Highway Administration, and water expands about 9 percent every time it freezes.

Three things kill Dayton limestone:

  • A drip groove that has been painted or mortared shut. The groove under the projecting nose of a sill is what makes water fall off instead of wrapping back onto the brick. Fill it and the wall under the window starts staining and spalling.
  • A lost slope. A sill that has tipped back toward the house holds water on its top face all winter.
  • Face bedding. Stone set with its layers vertical rather than horizontal delaminates in sheets.

Repairs run $300 to $1,200 per sill, and broader stone repair is $15 to $40 per square foot. Preservation Brief 47 ranks the options sensibly: damaged units can sometimes be removed, turned around, and reset, or replaced with salvaged stone, and large or deep defects are better addressed with a dutchman than with patching. The cracked sill page has the coin test.

1930s to 1970s: Type N country

Kettering added more than 30,000 residents from the 1950s to the 1970s. In Huber Heights, Charles Huber’s first plat of brick single-family homes went in during 1956, and Huber Homes built 10,707 of them by 1992. Beavercreek and Centerville filled in over the same span, and Fairborn grew with Wright-Patterson between 1950 and 1970.

The brick is hard, uniform, and machine-made, and it takes a Type N mortar at about 750 psi comfortably. Field walls on these houses are usually fine. What is not fine, fifty to seventy years on, is the hardware:

  • Steel lintels over wide openings rust, expand, and lift the brick above them, which reads as a stair-step crack from the corner of a picture window or a garage door. Lintel replacement is $400 to $1,500 per opening.
  • Chimneys built with mortar washes instead of cast crowns. Preservation Brief 47 says to avoid mortar washes because they crack, admit water, and promote spalling. A cast crown is $400 to $1,200 and it is the cheapest preventive item on any of these houses.
  • Concrete sills that have cracked at the reinforcement.

Post-1970s

Modern high-fired brick veneer and block, laid in Type S. Water management here is flashing, weeps, and sealants rather than mortar softness, and the usual masonry problems on these houses are chimneys, lintels, and settlement cracking rather than field repointing.

The ground under all of it

One thing is the same in every era. The soil across most of Montgomery County is the Miamian series, Ohio’s official state soil, which formed in up to 18 inches of loess over loamy glacial till, runs 35 to 45 percent clay in the subsoil, and holds a perched seasonal water table 2.5 to 3.5 feet down from January through May. Clay that is saturated in March and shrunken in August moves, and brick walls show that movement as cracks at corners and above openings. Before assuming a diagonal crack is mortar, read the step crack page: on a Dayton house it is often the lintel or the footing instead. Which mortar to use once you know is on the lime versus Type N versus Type S page.

Frequently Asked Questions

How do I date the brick on my Dayton house?

Start with the neighborhood and confirm with the wall. Huffman is almost entirely 1870 to 1890, South Park runs from the 1880s into the early twentieth century, Oakwood is mostly 1910s to 1930s, and the Huber Homes plats in Huber Heights start in 1956. Then look at the brick itself: hand-pressed and unevenly fired units with wide, soft joints are nineteenth century, and uniform wire-cut brick with tight, hard joints is twentieth.

Why does one house have two different joint profiles?

Because the front mattered more. Nineteenth-century masons in South Park, St. Anne's Hill, and the Oregon District often gave the street elevation a finer, more careful joint than the sides and rear of the same house. Preservation Brief 2 catalogs the profiles by era: grapevine on the oldest work, flush and beaded on mid-to-late nineteenth-century brick, raked on 1920s wire-cut brick, and concave on almost everything after 1950. A proper repoint matches whichever one is actually on that elevation.

Is the limestone on my house structural?

Usually not, and that is why it fails independently. Sills, caps, water tables, and porch trim are set into a brick wall rather than carrying it, so a cracked or tipped sill is a $300 to $1,200 repair rather than a structural event. What it does do is manage water, and a sill that has lost its slope or its drip groove sends that water back into the brick under the window.

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