Exploring Slab on Grade Construction Details

Exploring Slab on Grade Construction Details

Exploring Slab on Grade Construction Details


Bowed basement walls can be stabilized with expert foundation wall repair service foundation repair service areas home repair.

Slab on grade construction is a common method used in building foundations, particularly for residential and light commercial structures. This technique involves pouring a concrete slab directly on the ground, creating a solid and durable base for the building. Understanding the details of slab on grade construction is essential for anyone involved in the construction industry, as it directly impacts the structural integrity and longevity of a building.


The first step in slab on grade construction is site preparation. This involves clearing the land of any vegetation, debris, or obstructions. The soil is then compacted to ensure a stable base for the slab. In areas with poor soil conditions, it may be necessary to remove the existing soil and replace it with a more suitable material, such as gravel or sand. Proper site preparation is crucial, as it helps prevent issues like settlement or cracking of the slab over time.


Once the site is prepared, a layer of compacted gravel or crushed stone is typically placed over the soil. This layer, known as the sub-base, serves as a drainage layer and helps to further stabilize the ground. The thickness of the sub-base can vary depending on factors such as soil type and local building codes, but a common range is between 4 to 6 inches.


Next, a vapor barrier is installed over the sub-base. This is typically a plastic sheet that prevents moisture from rising through the slab and causing damage to the building's interior. The vapor barrier is essential in areas with high humidity or water tables, as it helps to protect against mold and mildew growth.


Reinforcement is another critical aspect of slab on grade construction. Steel reinforcing bars, known as rebar, or a wire mesh may be placed within the slab to increase its strength and resistance to cracking. The reinforcement is typically positioned in the middle of the slab, ensuring that it is fully encapsulated by the concrete.


The final step in slab on grade construction is pouring the concrete. The concrete mix is carefully selected based on factors such as the desired strength, workability, and curing time. The slab is typically poured to a thickness of 4 to 6 inches, although this can vary depending on the specific requirements of the project. Once poured, the concrete is leveled and finished to create a smooth, even surface.


After the concrete has been poured, it must be properly cured to achieve its full strength. This involves keeping the slab moist and at a consistent temperature for a specified period, usually around 7 days. Proper curing is essential to prevent cracking and ensure the long-term durability of the slab.


In conclusion, slab on grade construction is a widely used and effective method for creating a solid foundation for buildings. By understanding the details of this process, from site preparation to concrete curing, construction professionals can ensure that their projects are built on a strong and reliable base. Proper attention to each step in the process can help to prevent common issues such as cracking, settlement, and moisture damage, ultimately leading to a more durable and long-lasting structure.



Suspended slab under construction, with the formwork still in place
Suspended slab formwork and rebar in place, ready for concrete pour.

A concrete slab is a common structural element of modern buildings, consisting of a flat, horizontal surface made of cast concrete. Steel-reinforced slabs, typically between 100 and 500 mm thick, are most often used to construct floors and ceilings, while thinner mud slabs may be used for exterior paving ( see below).[1][2]

In many domestic and industrial buildings, a thick concrete slab supported on foundations or directly on the subsoil, is used to construct the ground floor. These slabs are generally classified as ground-bearing or suspended. A slab is ground-bearing if it rests directly on the foundation, otherwise the slab is suspended.[3] For multi-story buildings, there are several common slab designs (

see § Design for more types):

  • Beam and block, also referred to as rib and block, is mostly used in residential and industrial applications. This slab type is made up of pre-stressed beams and hollow blocks and are temporarily propped until set, typically after 21 days.[4]
  • A hollow core slab which is precast and installed on site with a crane
  • In high rise buildings and skyscrapers, thinner, pre-cast concrete slabs are slung between the steel frames to form the floors and ceilings on each level. Cast in-situ slabs are used in high rise buildings and large shopping complexes as well as houses. These in-situ slabs are cast on site using shutters and reinforced steel.

On technical drawings, reinforced concrete slabs are often abbreviated to "r.c.c. slab" or simply "r.c.". Calculations and drawings are often done by structural engineers in CAD software.

Thermal performance

[edit]

Energy efficiency has become a primary concern for the construction of new buildings, and the prevalence of concrete slabs calls for careful consideration of its thermal properties in order to minimise wasted energy.[5] Concrete has similar thermal properties to masonry products, in that it has a relatively high thermal mass and is a good conductor of heat.

In some special cases, the thermal properties of concrete have been employed, for example as a heatsink in nuclear power plants or a thermal buffer in industrial freezers.[6]

Thermal conductivity

[edit]

Thermal conductivity of a concrete slab indicates the rate of heat transfer through the solid mass by conduction, usually in regard to heat transfer to or from the ground. The coefficient of thermal conductivity, k, is proportional to density of the concrete, among other factors.[5] The primary influences on conductivity are moisture content, type of aggregate, type of cement, constituent proportions, and temperature. These various factors complicate the theoretical evaluation of a k-value, since each component has a different conductivity when isolated, and the position and proportion of each components affects the overall conductivity. To simplify this, particles of aggregate may be considered to be suspended in the homogeneous cement. Campbell-Allen and Thorne (1963) derived a formula for the theoretical thermal conductivity of concrete.[6] In practice this formula is rarely applied, but remains relevant for theoretical use. Subsequently, Valore (1980) developed another formula in terms of overall density.[7] However, this study concerned hollow concrete blocks and its results are unverified for concrete slabs.

The actual value of k varies significantly in practice, and is usually between 0.8 and 2.0 W m−1 K−1.[8] This is relatively high when compared to other materials, for example the conductivity of wood may be as low as 0.04 W m−1 K−1. One way of mitigating the effects of thermal conduction is to introduce insulation (

see § Insulation).

Thermal mass

[edit]

The second consideration is the high thermal mass of concrete slabs, which applies similarly to walls and floors, or wherever concrete is used within the thermal envelope. Concrete has a relatively high thermal mass, meaning that it takes a long time to respond to changes in ambient temperature.[9] This is a disadvantage when rooms are heated intermittently and require a quick response, as it takes longer to warm the entire building, including the slab. However, the high thermal mass is an advantage in climates with large daily temperature swings, where the slab acts as a regulator, keeping the building cool by day and warm by night.

Typically concrete slabs perform better than implied by their R-value.[5] The R-value does not consider thermal mass, since it is tested under constant temperature conditions. Thus, when a concrete slab is subjected to fluctuating temperatures, it will respond more slowly to these changes and in many cases increase the efficiency of a building.[5] In reality, there are many factors which contribute to the effect of thermal mass, including the depth and composition of the slab, as well as other properties of the building such as orientation and windows.

Thermal mass is also related to thermal diffusivity, heat capacity and insulation. Concrete has low thermal diffusivity, high heat capacity, and its thermal mass is negatively affected by insulation (e.g. carpet).[5]

Insulation

[edit]

Without insulation, concrete slabs cast directly on the ground can cause a significant amount of extraneous energy transfer by conduction, resulting in either lost heat or unwanted heat. In modern construction, concrete slabs are usually cast above a layer of insulation such as expanded polystyrene, and the slab may contain underfloor heating pipes.[10] However, there are still uses for a slab that is not insulated, for example in outbuildings which are not heated or cooled to room temperature (

see § Mud slabs). In these cases, casting the slab directly onto a substrate of aggregate will maintain the slab near the temperature of the substrate throughout the year, and can prevent both freezing and overheating.

A common type of insulated slab is the beam and block system (mentioned above) which is modified by replacing concrete blocks with expanded polystyrene blocks.[11] This not only allows for better insulation but decreases the weight of slab which has a positive effect on load bearing walls and foundations.

Formwork set for concrete pour.
Concrete poured into formwork. This slab is ground-bearing and reinforced with steel rebar.

Design

[edit]

Ground-bearing slabs

[edit]

Ground-bearing slabs, also known as "on-ground" or "slab-on-grade", are commonly used for ground floors on domestic and some commercial applications. It is an economical and quick construction method for sites that have non-reactive soil and little slope.[12]

For ground-bearing slabs, it is important to design the slab around the type of soil, since some soils such as clay are too dynamic to support a slab consistently across its entire area. This results in cracking and deformation, potentially leading to structural failure of any members attached to the floor, such as wall studs.[12]

Levelling the site before pouring concrete is an important step, as sloping ground will cause the concrete to cure unevenly and will result in differential expansion. In some cases, a naturally sloping site may be levelled simply by removing soil from the uphill site. If a site has a more significant grade, it may be a candidate for the "cut and fill" method, where soil from the higher ground is removed, and the lower ground is built up with fill.[13]

In addition to filling the downhill side, this area of the slab may be supported on concrete piers which extend into the ground. In this case, the fill material is less important structurally as the dead weight of the slab is supported by the piers. However, the fill material is still necessary to support the curing concrete and its reinforcement.

There are two common methods of filling - controlled fill and rolled fill.[13]

  • Controlled fill: Fill material is compacted in several layers by a vibrating plate or roller. Sand fills areas up to around 800 mm deep, and clay may be used to fill areas up to 400 mm deep. However, clay is much more reactive than sand, so it should be used sparingly and carefully. Clay must be moist during compaction to homogenise it.[13]
  • Rolled fill: Fill is repeatedly compacted by an excavator, but this method of compaction is less effective than a vibrator or roller. Thus, the regulations on maximum depth are typically stricter.

Proper curing of ground-bearing concrete is necessary to obtain adequate strength. Since these slabs are inevitably poured on-site (rather than precast as some suspended slabs are), it can be difficult to control conditions to optimize the curing process. This is usually aided by a membrane, either plastic (temporary) or a liquid compound (permanent).[14]

Ground-bearing slabs are usually supplemented with some form of reinforcement, often steel rebar. However, in some cases such as concrete roads, it is acceptable to use an unreinforced slab if it is adequately engineered (

see below).

Suspended slabs

[edit]

For a suspended slab, there are a number of designs to improve the strength-to-weight ratio. In all cases the top surface remains flat, and the underside is modulated:

  • A corrugated slab is designed when the concrete is poured into a corrugated steel tray, more commonly called decking. This steel tray improves strength of the slab, and prevents the slab from bending under its own weight. The corrugations run in one direction only.
  • A ribbed slab gives considerably more strength in one direction. This is achieved with concrete beams bearing load between piers or columns, and thinner, integral ribs in the perpendicular direction. An analogy in carpentry would be a subfloor of bearers and joists. Ribbed slabs have higher load ratings than corrugated or flat slabs, but are inferior to waffle slabs.[15]
  • A waffle slab gives added strength in both directions using a matrix of recessed segments beneath the slab.[16] This is the same principle used in the ground-bearing version, the waffle slab foundation. Waffle slabs are usually deeper than ribbed slabs of equivalent strength, and are heavier hence require stronger foundations. However, they provide increased mechanical strength in two dimensions, a characteristic important for vibration resistance and soil movement.[17]
The exposed underside of a waffle slab used in a multi-storey building

Unreinforced slabs

[edit]

Unreinforced or "plain"[18] slabs are becoming rare and have limited practical applications, with one exception being the mud slab (

see below). They were once common in the US, but the economic value of reinforced ground-bearing slabs has become more appealing for many engineers.[10] Without reinforcement, the entire load on these slabs is supported by the strength of the concrete, which becomes a vital factor. As a result, any stress induced by a load, static or dynamic, must be within the limit of the concrete's flexural strength to prevent cracking.[19] Since unreinforced concrete is relatively very weak in tension, it is important to consider the effects of tensile stress caused by reactive soil, wind uplift, thermal expansion, and cracking.[20] One of the most common applications for unreinforced slabs is in concrete roads.

Mud slabs

[edit]

Mud slabs, also known as rat slabs, are thinner than the more common suspended or ground-bearing slabs (usually 50 to 150 mm), and usually contain no reinforcement.[21] This makes them economical and easy to install for temporary or low-usage purposes such as subfloors, crawlspaces, pathways, paving, and levelling surfaces.[22] In general, they may be used for any application which requires a flat, clean surface. This includes use as a base or "sub-slab" for a larger structural slab. On uneven or steep surfaces, this preparatory measure is necessary to provide a flat surface on which to install rebar and waterproofing membranes.[10] In this application, a mud slab also prevents the plastic bar chairs from sinking into soft topsoil which can cause spalling due to incomplete coverage of the steel. Sometimes a mud slab may be a substitute for coarse aggregate. Mud slabs typically have a moderately rough surface, finished with a float.[10]

Substrate and rebar prepared for pouring a mud slab

Axes of support

[edit]

One-way slabs

[edit]

A one-way slab has moment-resisting reinforcement only in its short axis, and is used when the moment in the long axis is negligible.[23] Such designs include corrugated slabs and ribbed slabs. Non-reinforced slabs may also be considered one-way if they are supported on only two opposite sides (i.e. they are supported in one axis). A one-way reinforced slab may be stronger than a two-way non-reinforced slab, depending on the type of load.

The calculation of reinforcement requirements for a one-way slab can be extremely tedious and time-consuming, and one can never be completely certain of the best design.[citation needed] Even minor changes to the project can necessitate recalculation of the reinforcement requirements. There are many factors to consider during the structural structure design of one-way slabs, including:

  • Load calculations
  • Bending moment calculation
  • Acceptable depth of flexure and deflection
  • Type and distribution of reinforcing steel

Two-way slabs

[edit]

A two-way slab has moment resisting reinforcement in both directions.[24] This may be implemented due to application requirements such as heavy loading, vibration resistance, clearance below the slab, or other factors. However, an important characteristic governing the requirement of a two-way slab is the ratio of the two horizontal lengths. If where is the short dimension and is the long dimension, then moment in both directions should be considered in design.[25] In other words, if the axial ratio is greater than two, a two-way slab is required.

A non-reinforced slab is two-way if it is supported in both horizontal axes.

Construction

[edit]

A concrete slab may be prefabricated (precast), or constructed on site.

Prefabricated

[edit]

Prefabricated concrete slabs are built in a factory and transported to the site, ready to be lowered into place between steel or concrete beams. They may be pre-stressed (in the factory), post-stressed (on site), or unstressed.[10] It is vital that the wall supporting structure is built to the correct dimensions, or the slabs may not fit.

On-site

[edit]

On-site concrete slabs are built on the building site using formwork, a type of boxing into which the wet concrete is poured. If the slab is to be reinforced, the rebars, or metal bars, are positioned within the formwork before the concrete is poured in.[26] Plastic-tipped metal or plastic bar chairs, are used to hold the rebar away from the bottom and sides of the form-work, so that when the concrete sets it completely envelops the reinforcement. This concept is known as concrete cover. For a ground-bearing slab, the formwork may consist only of side walls pushed into the ground. For a suspended slab, the formwork is shaped like a tray, often supported by a temporary scaffold until the concrete sets.

The formwork is commonly built from wooden planks and boards, plastic, or steel. On commercial building sites, plastic and steel are gaining popularity as they save labour.[27] On low-budget or small-scale jobs, for instance when laying a concrete garden path, wooden planks are very common. After the concrete has set the wood may be removed.

Formwork can also be permanent, and remain in situ post concrete pour. For large slabs or paths that are poured in sections, this permanent formwork can then also act as isolation joints within concrete slabs to reduce the potential for cracking due to concrete expansion or movement.

In some cases formwork is not necessary. For instance, a ground slab surrounded by dense soil, brick or block foundation walls, where the walls act as the sides of the tray and hardcore (rubble) acts as the base.

See also

[edit]
  • Shallow foundation (Commonly used for ground-bearing slabs)
  • Hollow-core slab (Voided slab, one-way spanning)
  • Beam and block (voided slab, one way spanning)
  • Voided biaxial slab (Voided slab, two-way spanning)
  • Formwork
  • Precast concrete
  • Reinforced concrete
  • Rebar
  • Concrete cover

References

[edit]
  1. ^ Garber, G. Design and Construction of Concrete Floors. 2nd ed. Amsterdam: Butterworth-Heinemann, 2006. 47. Print.
  2. ^ Duncan, Chester I. Soils and Foundations for Architects and Engineers. New York: Van Nostrand Reinhold, 1992. 299. Print.
  3. ^ "Ground slabs - Introduction". www.dlsweb.rmit.edu.au. Archived from the original on 2019-11-18. Retrieved 2017-12-07.
  4. ^ "What is a rib and block slab?". www.royalconcreteslabs.co.za. Royal concrete slabs.
  5. ^ a b c d e Cavanaugh, Kevin; et al. (2002). Guide to Thermal Properties of Concrete and Masonry Systems: Reported by ACI Committee 122. American Concrete Institute.
  6. ^ a b Campbell-Allen, D.; Thorne, C.P. (March 1963). "The thermal conductivity of concrete". Magazine of Concrete Research. 15 (43): 39–48. doi:10.1680/macr.1963.15.43.39. UDC 691.32.001:536.21:691.322.
  7. ^ Valore, R.C. Jr. (February 1980). "Calculation of U-values of Hollow Concrete Masonry". Concrete International. 2: 40–63.
  8. ^ Young, Hugh D. (1992). "Table 15.5". University Physics (7th ed.). Addison Wesley. ISBN 0201529815.
  9. ^ Sabnis, Gajanan M.; Juhl, William (2016). "Chapter 4: Sustainability through Thermal Mass of Concrete". Green Building with Concrete: Sustainable Design and Construction (2nd ed.). Taylor & Francis Group. ISBN 978-1-4987-0411-3.
  10. ^ a b c d e Garber, George (2006). Design and Construction of Concrete Floors (2nd ed.). Amsterdam: Butterworth-Heinemann. ISBN 978-0-7506-6656-5.
  11. ^ "What is a polystyrene concrete slab?". www.royalconcreteslabs.co.za. Royal concrete slabs.
  12. ^ a b McKinney, Arthur W.; et al. (2006). Design of Slabs-on-Ground: Reported by ACI Committee 360 (PDF). American Concrete Institute. Archived from the original (PDF) on 2021-05-08. Retrieved 2019-04-04.
  13. ^ a b c Staines, Allan (2014). The Australian House Building Manual. Pinedale Press. pp. 40–41. ISBN 978-1-875217-07-6.
  14. ^ "Concrete in Practice 11 - Curing In-Place Concrete" (PDF). Engineering.com. National Ready Mixed Concrete Association. Archived from the original (PDF) on 4 April 2019. Retrieved 4 April 2019.
  15. ^ "Ribbed Slabs Datasheet" (PDF). Kaset Kalip. Archived from the original (PDF) on 29 March 2018. Retrieved 4 April 2019.
  16. ^ "Ribbed and waffle slabs". www.concretecentre.com. Retrieved 2019-04-04.
  17. ^ Concrete Framed Buildings: A Guide to Design and Construction. MPA The Concrete Centre. 2016. ISBN 978-1-904818-40-3.
  18. ^ Garrison, Tim (19 February 2014). "Clearing the confusion on 'plain concrete'". Civil & Structural Engineer. Archived from the original on 8 May 2019. Retrieved 8 May 2019.
  19. ^ Walker, Wayne. "Reinforcement for slabs on ground". Concrete Construction. Retrieved 8 May 2019.
  20. ^ "Rupture depth of an unreinforced concrete slab on grade" (PDF). Aluminium Association of Florida, Inc. Archived from the original (PDF) on 2020-09-26. Retrieved 2019-05-08.
  21. ^ Arcoma, Peter. "What is a mud slab?". Builder-Questions.com. Retrieved 8 May 2019.
  22. ^ Postma, Mark; et al. "Floor Slabs". Whole Building Design Guide. National Institute of Building Sciences. Retrieved 8 May 2019.
  23. ^ Gilbert, R. I. (1980). UNICIV Report 211 (PDF). University of New South Wales.
  24. ^ Prieto-Portar, L. A. (2008). EGN-5439 The Design of Tall Buildings; Lecture #14: The Design of Reinforced Concrete Slabs (PDF). Archived from the original (PDF) on 2017-08-29. Retrieved 2019-04-04.
  25. ^ "What is the difference between one way and two way slab?". Basic Civil Engineering. 16 June 2019. Retrieved 8 July 2019.
  26. ^ Concrete Basics: A Guide to Concrete Practice (6th ed.). Cement Concrete & Aggregates Australia. 2004. p. 53.
  27. ^ Nemati, Kamran M. (2005). "Temporary Structures: Formwork for Concrete" (PDF). Tokyo Institute of Technology. Archived from the original (PDF) on 12 July 2018. Retrieved 4 April 2019.
[edit]
  • Concrete Basics: A Guide to Concrete Practice
  • Super Insulated Slab Foundations
  • Design of Slabs on Ground Archived 2021-05-08 at the Wayback Machine

 

 

Hoffman Estates is located in Illinois
Hoffman Estates
Hoffman Estates
 
Hoffman Estates is located in the United States
Hoffman Estates
Hoffman Estates
 
Hoffman Estates, Illinois
Village
Hoffman Estates scenery
Hoffman Estates scenery
Flag of Hoffman Estates, Illinois
Official seal of Hoffman Estates, Illinois
Motto: 
"Growing to Greatness"
Location of Hoffman Estates in Cook County, Illinois
Location of Hoffman Estates in Cook County, Illinois
Hoffman Estates is located in Chicago metropolitan area
Hoffman Estates
Hoffman Estates
 

Coordinates: 42°03′50″N 88°08′49″W / 42.06389°N 88.14694°W / 42.06389; -88.14694CountryUnited StatesStateIllinoisCountiesCookTownshipsSchaumburg, Palatine, Hanover, BarringtonIncorporated1959 (village)Government

 

 • MayorWilliam D. McLeod[citation needed] • Village ManagerEric J. Palm[citation needed]Area

[1]
 • Total

21.25 sq mi (55.03 km2) • Land21.07 sq mi (54.56 km2) • Water0.18 sq mi (0.47 km2)  0.86%Elevation

[2]

824 ft (251 m)Population

 (2020)
 • Total

52,530 • Density2,493.71/sq mi (962.82/km2)Zip Code

60169, 60010, 60192

Area code(s)847 / 224FIPS code17-35411GNIS feature ID2398519[2]Websitewww.hoffmanestates.org

Hoffman Estates is a village in Cook County, Illinois, United States. It is a suburb of Chicago. Per the 2020 census, the population was 52,530.[3]

The village previously served as the headquarters for Sears and is one of the American headquarters for Mori Seiki. Now Arena, home of the Windy City Bulls of the NBA G League is part of the village. Between 2006 and 2009, the village hosted the Heartland International Tattoo, one of the largest music and dance festivals of its kind in the Midwest.

History

[edit]
Sunderlage Farm Smokehouse[4](National Register of Historic Places) in Hoffman Estates

Prior to the 1940s, German settlers moved into the area west of Roselle Road and north of Golf Road, then known as Wildcat Grove. The area was sparsely populated until farmers purchased land in the area in the 1940s.

In 1954, Sam and Jack Hoffman, owners of a father-son owned construction company, bought 160 acres of land in the area.[5] The pair constructed homes and began the development of the region which now bears their name. As residents moved in, they voted to incorporate the area, and the Village of Hoffman Estates was incorporated on September 23, 1959.[6][5][7] In 1973, six former town officials, including mayors Edward F. Pinger (1959−1965) and Roy L. Jenkins (1965−1969) were indicted on bribery and tax charges.[8]

Once the Northwest Tollway opened, Schaumburg Township became more attractive to Chicago commuters. In the early 1960s, land annexations north of the tollway and in other neighboring regions more than doubled Hoffman Estates' land area.[9]

The opening of the Woodfield Mall in Schaumburg to the east in 1971 made the area a major business center. An attempt to change the name of the village to East Barrington, among other names, was made in the early 1980s but failed upon a residential vote.[10]

In the 1990s, the Prairie Stone Business Park began development. This 750-acre (3.0 km2) planned multi-purpose business park[11] is bounded by Illinois Route 59 on the east, Interstate 90 on the south, Illinois Route 72 on the north, and Beverly Road on the west. The business park came to fruition in 1993 when Sears, Roebuck and Company relocated from the Sears Tower in Chicago to a sprawling headquarters in the northwest part of Prairie Stone.[12][11] That was followed in by Indramat and Quest International, which in 1995 also opened facilities in the park.[13][14][15] Throughout the 1990s, a health and wellness center and child care facility were developed, as well as other smaller office buildings, and a branch of Northern Illinois University. Development of the business park is still ongoing, and recent additions in the 2000s include the 11,000-seat Now Arena; office buildings for Serta, WT Engineering, I-CAR, and Mary Kay; a Cabela's outdoor outfitters store; a 295-room Marriott hotel; and the 400,000-square-foot (37,000 m2) Poplar Creek Crossing Retail Center, which is anchored by Target and numerous other big-box retailers. Future development will include further office buildings and retail development, Sun Island Hotel and Water Park, an amphitheater, and restaurants.

In 2011, the Village of Hoffman Estates took over ownership of the Now Arena.[16] On June 23, 2020, the Village of Hoffman Estates approved an $11.5 million deal to rename the Sears Centre Arena to the "NOW Arena".[17]

In the fall of 2016, papers and artifacts from President Barack Obama's administration began to arrive in town, where they are being stored in a building on Golf Road. The site is their temporary home while construction takes place on the Barack Obama Presidential Center in Jackson Park, Chicago, and is not open to the public.[18]

In January 2020, the Centers for Disease Control and Prevention (CDC) confirmed the second U.S. case of COVID-19 in a Hoffman Estates resident. The patient, a woman in her 60s returning from Wuhan, China, was treated at St. Alexius Medical Center.[19] Her husband was later infected in the first case of human-to-human transmission of the SARS-CoV-2 virus in the United States.[20]

Geography

[edit]

According to the 2021 census gazetteer files, Hoffman Estates has a total area of 21.25 square miles (55.04 km2), of which 21.07 square miles (54.57 km2) (or 99.15%) is land and 0.18 square miles (0.47 km2) (or 0.85%) is water.[21]

Demographics

[edit]
Historical population
Census Pop. Note
1960 8,296  
1970 22,238   168.1%
1980 37,272   67.6%
1990 46,363   24.4%
2000 49,495   6.8%
2010 51,895   4.8%
2020 52,530   1.2%
U.S. Decennial Census[22]
2010[23] 2020[24]
Hoffman Estates village, Illinois – Racial and ethnic composition
Note: the US Census treats Hispanic/Latino as an ethnic category. This table excludes Latinos from the racial categories and assigns them to a separate category. Hispanics/Latinos may be of any race.
Race / Ethnicity (NH = Non-Hispanic) Pop 2000[25] Pop 2010[23] Pop 2020[24] % 2000 % 2010 % 2020
White alone (NH) 33,789 29,357 26,014 68.27% 56.57% 49.52%
Black or African American alone (NH) 2,141 2,393 2,472 4.33% 4.61% 4.71%
Native American or Alaska Native alone (NH) 54 60 69 0.11% 0.12% 0.13%
Asian alone (NH) 7,429 11,701 13,733 15.01% 22.55% 26.14%
Pacific Islander alone (NH) 10 4 2 0.02% 0.01% 0.00%
Other race alone (NH) 73 70 183 0.15% 0.13% 0.35%
Mixed race or Multiracial (NH) 801 1,013 1,579 1.62% 1.95% 3.01%
Hispanic or Latino (any race) 5,198 7,297 8,478 10.50% 14.06% 16.14%
Total 49,495 51,895 52,350 100.00% 100.00% 100.00%

As of the 2020 census[26] there were 52,530 people, 18,110 households, and 14,048 families residing in the village. The population density was 2,472.58 inhabitants per square mile (954.67/km2). There were 19,160 housing units at an average density of 901.86 per square mile (348.21/km2). The racial makeup of the village was 52.08% White, 26.26% Asian, 4.87% African American, 0.60% Native American, 0.02% Pacific Islander, 7.51% from other races, and 8.68% from two or more races. Hispanic or Latino of any race were 16.14% of the population.

There were 18,110 households, out of which 36.3% had children under the age of 18 living with them, 61.71% were married couples living together, 11.97% had a female householder with no husband present, and 22.43% were non-families. 18.07% of all households were made up of individuals, and 5.43% had someone living alone who was 65 years of age or older. The average household size was 3.16 and the average family size was 2.77.

The village's age distribution consisted of 23.1% under the age of 18, 7.3% from 18 to 24, 27.7% from 25 to 44, 28.3% from 45 to 64, and 13.5% who were 65 years of age or older. The median age was 38.2 years. For every 100 females, there were 97.6 males. For every 100 females age 18 and over, there were 96.4 males.

The median income for a household in the village was $92,423, and the median income for a family was $103,641. Males had a median income of $56,210 versus $42,288 for females. The per capita income for the village was $40,016. About 3.3% of families and 4.3% of the population were below the poverty line, including 4.9% of those under age 18 and 3.5% of those age 65 or over.

Economy

[edit]

Employers

[edit]

Many Japanese companies have their U.S. headquarters in Hoffman Estates and Schaumburg[27] but the largest employers in Hoffman Estates as of 2023[28] are:

No. Employer No. of employees
1 St. Alexius Medical Center 2,500
2 Siemens Medical Systems 400
3 Claire's[29] 400
4 Village of Hoffman Estates 370
5 FANUC America[30] 350
6 Vistex 350
7 Leopardo Companies, Inc. 300
8 Wells Fargo 300
9 The Salvation Army 270
10 Tate & Lyle 220

Education

[edit]

The village is served by several public school districts. The majority of residents who live in Schaumburg Township attend:

  • Township High School District 211 (9–12)[31]
  • Community Consolidated School District 54 (K–8)[32]

North Hoffman Estates (north of I-90) residents are served by:

  • Township High School District 211
  • Community Consolidated School District 15 (K–8)[33] (East of Huntington Blvd)
  • Barrington School District 220 (K–12) (Unit District) (West of Huntington Blvd).[34]

Residents west of Barrington Road primarily attend Unit School District, Elgin Area U46.

High schools

[edit]

Schools located in the Hoffman Estates village limits:

  • Hoffman Estates High School
  • James B. Conant High School

Other high schools in the same township high school district:

  • Schaumburg High School
  • William Fremd High School
  • Palatine High School

Community college

[edit]

Most of the village is served by Harper College Community College District 512.

Miscellaneous education

[edit]

The Xilin Northwest Chinese School (simplified Chinese: 希林西北中文学校; traditional Chinese: 希林西北中文學校; pinyin: XÄ«lín XÄ«bÄ›i ZhĹŤngwén Xuéxiào) holds its classes at Conant High School in Hoffman Estates.[35] It serves grades preschool through 12.[36] The school predominately serves mainland Chinese families. In 2003 the school held its classes in Palatine High School in Palatine. In 2000 the school had served around 300 students. This figure increased almost by 100%, to almost 600 students. This made it one of the largest of the Chinese schools in the Chicago area.[37]

Library

[edit]
  • Barrington Area Library
  • Schaumburg Township District Library
  • Gail Borden Public Library District
  • Palatine Township Library

Sister city

[edit]

Hoffman Estates has one sister city:[38]

  • Angoulême, Charente, Nouvelle-Aquitaine, France

Transportation

[edit]

Pace provides bus service on multiple routes connecting Hoffman Estates to Elgin, Rosemont, and other destinations.[39]

Notable people

[edit]
  • Tammy Duckworth, U.S. Senator from Illinois (2016–present)[40]
  • Rob Valentino (b. 1985), former soccer player who is an assistant coach for Atlanta United[41]
  • William Beckett, lead singer of the band The Academy Is...

Notes

[edit]
  1. ^ "2020 U.S. Gazetteer Files". United States Census Bureau. Retrieved March 15, 2022.
  2. ^ a b U.S. Geological Survey Geographic Names Information System: Hoffman Estates, Illinois
  3. ^ "Hoffman Estates village, Illinois". United States Census Bureau. Retrieved April 15, 2022.
  4. ^ "The Sunderlage Smokehouse: Hoffman Eestates' National Register Landmark". History of Schaumburg Township: A Blog of the Schaumburg Township District Library. February 21, 2010. Retrieved March 3, 2017.
  5. ^ a b Collins, Catherine (August 24, 1986). "Hoffman Estates Plans a Revamp of Future Image". Chicago Tribune.
  6. ^ "Hoffman Estates, IL". The Encyclopedia of Chicago. Retrieved March 8, 2020.
  7. ^ "HR0614 96th General Assembly". State of Illinois.
  8. ^ Davis, Robert (October 27, 1973). "U.S. indicts builder, seven ex-officials in suburb bribe". Chicago Tribune.
  9. ^ "History of Hoffman Estates". Village of Hoffman Estates. Retrieved March 8, 2020.
  10. ^ "Name history of Hoffman Estates". Falcon Living. Retrieved November 26, 2017.
  11. ^ a b Sulski, Jim (May 11, 2000). "Versatile Network Brings Workers to Prairie Stone Business Park". Chicago Tribune.
  12. ^ Bernstein, David (May 16, 2020). "The Sears Headquarters Deal Cost Taxpayers $500 Million. 30 Years Later, There's Little to Show for It". ProPublica.
  13. ^ Russis, Martha (December 28, 1994). "PRAIRIE STONE GETS ELECTRONIC FIRM FOR TENANT". Chicago Tribune.
  14. ^ Kerch, Steve (October 30, 1994). "GETTING THE NOD". Chicago Tribune.
  15. ^ "Village of Hoffman Estates: History of Hoffman Estates". Hoffmanestates.com. Archived from the original on May 11, 2012. Retrieved April 30, 2012.
  16. ^ Manson, Ken (December 23, 2009). "Suburb takes over Sears Centre". Chicago Tribune.
  17. ^ Zumbach, Lauren (June 23, 2020). "Sears name disappearing from another Chicago-area building. Hoffman Estates arena gets a new name this fall". Chicago Tribune. Retrieved June 24, 2020.
  18. ^ Skiba, Katherine (October 21, 2016). "Military Soon to Start Moving Obama's Papers to Hoffman Estates". Chicago Tribune. Washington DC. Retrieved March 3, 2017.
  19. ^ "Coronavirus Confirmed In Chicago; Woman In Her 60s Being Treated For Symptoms". CBS Chicago. Chicago. January 24, 2020. Retrieved February 13, 2020.
  20. ^ Hauck, Grace (January 30, 2020). "Chicago man is first US case of person-to-person coronavirus spread". USA Today. Chicago. Retrieved February 13, 2020.
  21. ^ "Gazetteer Files". Census.gov. Retrieved June 29, 2022.
  22. ^ "Decennial Census of Population and Housing by Decades". US Census Bureau.
  23. ^ a b "P2 Hispanic or Latino, and Not Hispanic or Latino by Race – 2010: DEC Redistricting Data (PL 94-171) – Hoffman Estates village, Illinois". United States Census Bureau.
  24. ^ a b "P2 Hispanic or Latino, and Not Hispanic or Latino by Race – 2020: DEC Redistricting Data (PL 94-171) –Hoffman Estates village, Illinois". United States Census Bureau.
  25. ^ "P004: Hispanic or Latino, and Not Hispanic or Latino by Race – 2000: DEC Summary File 1 – Hoffman Estates village, Illinois". United States Census Bureau.
  26. ^ "Explore Census Data". data.census.gov. Retrieved June 28, 2022.
  27. ^ Selvam, Ashok. "Asian population booming in suburbs". Daily Herald (Arlington Heights, Illinois). March 6, 2011. Retrieved on June 19, 2013.
  28. ^ "Village of Hoffman Estates Comprehensive Annual Financial Report". June 25, 2024.
  29. ^ " FAQ Archived July 13, 2014, at the Wayback Machine." Claire's. Retrieved on December 25, 2011. "Claire’s Stores, Inc. has its investor relations and customer service located in Pembroke Pines , Florida . The buying, marketing and distribution offices are located in Hoffman Estates, a suburb of Chicago . Please visit Contact Us if you would like to send correspondence to our corporate headquarters."
  30. ^ "Village of Hoffman Estates Top Employers". Hoffmanestates.org. March 21, 2012. Archived from the original on April 22, 2012. Retrieved April 30, 2012.
  31. ^ "d211.org". d211.org. Archived from the original on May 4, 2012. Retrieved April 30, 2012.
  32. ^ "sd54.k12.il.us". sd54.k12.il.us. April 19, 2012. Archived from the original on February 1, 1998. Retrieved April 30, 2012.
  33. ^ "ccsd15.net". ccsd15.net. Retrieved April 30, 2012.
  34. ^ "cusd220.lake.k12.il.us". cusd220.lake.k12.il.us. Archived from the original on July 3, 2006. Retrieved April 30, 2012.
  35. ^ "School Location." Northwest Xilin Chinese School. Retrieved on February 24, 2014. "School Address 700 East Cougar Trail,Hoffman Estates,IL 60194 Located at Conant High School campus."
  36. ^ "About Us." Northwest Xilin Chinese School. Retrieved on February 24, 2014.
  37. ^ Ray, Tiffany. "Schools connect students to China." Chicago Tribune. March 2, 2003. Retrieved on February 24, 2014.
  38. ^ "Archived copy". Archived from the original on April 5, 2017. Retrieved April 4, 2017.cite web: CS1 maint: archived copy as title (link)
  39. ^ "RTA System Map" (PDF). Retrieved January 30, 2024.
  40. ^ "Endorsement: Duckworth for U.S. Senate". Daily Herald. October 8, 2022.
  41. ^ "Rob Valentino Biography". ESPN. Retrieved March 31, 2024.
[edit]
  • Village of Hoffman Estates official website

 

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Reviews for


Jeffery James

(5)

Very happy with my experience. They were prompt and followed through, and very helpful in fixing the crack in my foundation.

Sarah McNeily

(5)

USS was excellent. They are honest, straightforward, trustworthy, and conscientious. They thoughtfully removed the flowers and flower bulbs to dig where they needed in the yard, replanted said flowers and spread the extra dirt to fill in an area of the yard. We've had other services from different companies and our yard was really a mess after. They kept the job site meticulously clean. The crew was on time and friendly. I'd recommend them any day! Thanks to Jessie and crew.

Jim de Leon

(5)

It was a pleasure to work with Rick and his crew. From the beginning, Rick listened to my concerns and what I wished to accomplish. Out of the 6 contractors that quoted the project, Rick seemed the MOST willing to accommodate my wishes. His pricing was definitely more than fair as well. I had 10 push piers installed to stabilize and lift an addition of my house. The project commenced at the date that Rick had disclosed initially and it was completed within the same time period expected (based on Rick's original assessment). The crew was well informed, courteous, and hard working. They were not loud (even while equipment was being utilized) and were well spoken. My neighbors were very impressed on how polite they were when they entered / exited my property (saying hello or good morning each day when they crossed paths). You can tell they care about the customer concerns. They ensured that the property would be put back as clean as possible by placing MANY sheets of plywood down prior to excavating. They compacted the dirt back in the holes extremely well to avoid large stock piles of soils. All the while, the main office was calling me to discuss updates and expectations of completion. They provided waivers of lien, certificates of insurance, properly acquired permits, and JULIE locates. From a construction background, I can tell you that I did not see any flaws in the way they operated and this an extremely professional company. The pictures attached show the push piers added to the foundation (pictures 1, 2 & 3), the amount of excavation (picture 4), and the restoration after dirt was placed back in the pits and compacted (pictures 5, 6 & 7). Please notice that they also sealed two large cracks and steel plated these cracks from expanding further (which you can see under my sliding glass door). I, as well as my wife, are extremely happy that we chose United Structural Systems for our contractor. I would happily tell any of my friends and family to use this contractor should the opportunity arise!

Chris Abplanalp

(5)

USS did an amazing job on my underpinning on my house, they were also very courteous to the proximity of my property line next to my neighbor. They kept things in order with all the dirt/mud they had to excavate. They were done exactly in the timeframe they indicated, and the contract was very details oriented with drawings of what would be done. Only thing that would have been nice, is they left my concrete a little muddy with boot prints but again, all-in-all a great job

Dave Kari

(5)

What a fantastic experience! Owner Rick Thomas is a trustworthy professional. Nick and the crew are hard working, knowledgeable and experienced. I interviewed every company in the area, big and small. A homeowner never wants to hear that they have foundation issues. Out of every company, I trusted USS the most, and it paid off in the end. Highly recommend.

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Frequently Asked Questions

Common issues include soil settlement, improper drainage leading to erosion, expansive soils that swell and shrink, and cracks due to temperature changes or poor construction practices.
Look for signs such as cracks in the slab, uneven floors, doors and windows that stick, and gaps between walls and the floor. Water pooling around the foundation or dampness inside the home can also indicate problems.
Repair methods can include mudjacking to lift and level the slab, installing piers to stabilize the foundation, sealing cracks with epoxy or polyurethane, and improving drainage with French drains or grading adjustments.
Maintain proper drainage away from the foundation, keep gutters clean, address plumbing leaks promptly, and consider soil stabilization methods like chemical treatments if you live in an area with expansive soils. Regular inspections can help catch problems early.