“Concrete City” Part 2 (of 3)

As part of our research for the Skyscraper Museum’s Modern Concrete Skyscraper exhibition, Carol Willis and I worked to understand how and why Chicago became the acknowledged center of high-strength and high-rise concrete design for much of the last half of the 20th century. What follows has relied on perspectives and input from conversations and virtual lectures held with, among others, Bill Baker, Paul James, Kim Clawson, Ken DeMuth, Geoffrey Goldberg, Matthys Levy, Joseph Colaco, and, especially, the late Charlie Thornton. Many of those conversations are available in video form on the Skyscraper Museum’s website.

Portland Cement Association and Materials Service Corporation

McHugh’s innovations in formwork, reinforcing, and scheduling were matched by advances in Marina City’s concrete itself, which relied on a low water/cement ratio, lightweight vermiculite aggregate, careful grading, and slag from nearby steel mills to achieve then-remarkable strength, at 5000 psi in its caissons and lower levels, and lightness, at 100 pounds per cubic foot in 3750 and 3000 psi concrete higher up.[i]  These advances relied on research conducted by the Portland Cement Association, an industry organization based in Chicago that began providing advice and data to engineers, architects, and builders in 1916.[ii]  PCA was founded to compete with the ease of specification and engineering that the American steel industry enjoyed since Carnegie Steel’s ubiquitous handbooks were published in the 1890s.  PCA advanced concrete engineering and construction practices from a relatively unsophisticated and inefficient knowledge base to a discipline rivaling steel’s precision and scope by establishing practices, mixes, and standards.  Constant experimentation in their laboratory at 33 West Grand Avenue, just north of the Loop, in the prewar years led to reliable knowledge in areas that had previously frustrated contractors and designers alike, producing gradually stronger mixes based on adjustments to water/cement ratios and more reliable interaction between concrete matrices and reinforcing bars.  Research scientist Duff Abrams led much of this work, relying on equipment at PCA and the Lewis Institute, one of the academic entities that would merge to form the Illinois Institute of Technology in 1940.[iii]  By 1962, PCA had opened a large testing laboratory in Skokie, employing more than 600 engineers and publishing widely on concrete strength, forming, and maintenance.[iv]  Other academic collaborations, in particular with the Talbot Laboratories at UIUC, were vital contributions to understanding and improving strength and versatility.

PCA’s proximity to Chicago engineers and contractors alone would have made the city a natural center for innovation, but the local industry provided tangible research efforts in real-world conditions, too.  One supplier, Material Service Corporation, adopted practices that ensured knowledge and experience were shared among practitioners throughout the city’s construction and engineering communities.  Founded by Henry Crown and two of his brothers in 1919, the company quickly grew to dominate the market for cement and aggregate in Chicago.  By mid-century, it owned eight quarries that provided good-quality limestone, four cement factories, and five gravel plants.  The stone, sand, and cement from these sources were collected and mixed at 13 distribution yards located strategically throughout the city, ensuring that concrete could be delivered to any construction site in Chicago well within the 90 minutes that was agreed, industry-wide, as the maximum time between initial mixing and placement for concrete.[v]  Materials Service developed its own mixing trucks and built a fleet of low-profile barges that could bring gravel from outlying locations via lake and river, saving time by slipping under Chicago’s river bridges; competitors, with larger vessels, were slowed by the time it took for bridges to raise and lower.  The company’s primary mixing plant, “Yard One,” was located alongside the River at Chicago Avenue, making it an ideal transfer point for river-borne raw materials and a convenient 15-minute drive for ready-mix trucks to construction sites in the Loop.  This proximity gave concrete in Chicago a considerable advantage over cities, where land prices kept ready-mix plants at a much farther distance—across the Hudson River, in New York’s case, and only accessible by tunnels and bridges prone to traffic jams.[vi]

Fig. 5.  Materials Service Corporation’s “Yard One” on the Chicago River in the mid-1970s.  (Photo courtesy Paul James).

Yard One and Materials Service had provided the strong, rapidly delivered concrete for McHugh at Marina City, and that expertise became the basis for hands-on testing and experiments with mixes, aggregate grading, and admixtures, especially under the leadership of two engineers who became key figures in Chicago’s high-strength concrete development.  Technical Marketing Manager Jaime Moreno and Quality Control Manager John Albinger, in conjunction with another industry specialist, Flood Testing Service, led an outreach program that actively fostered collaboration and communication among the city’s contractors, engineers, and architects.  Materials Service leveraged their expertise to use job sites as laboratories, often trying to exceed specified strengths in column pours to gradually ratchet up what was achievable.[vii] 

Moreno’s program was one of constant refinement, which he and Albinger described in a 1981 Concrete Construction article:

“Selecting the proportions of a high-strength concrete mixture is a combination of art and science. Because of the innumerable types of gradings of aggregates, chemistries of various cements, fly ashes, and admixtures, and the subsequent interaction of any combination of these materials, arriving at the optimum combination is often a matter of trial and error…as in blending blue and yellow to make green, many combinations must be tried to attain the desired mix.”[viii]

Moreno and Albinger contributed papers and columns in technical and industry literature, and Moreno, in particular, was an active member of the Chicago Committee on High Rise Buildings, an industry organization founded in 1968 that brought together skyscraper engineering, design, and construction experts to share best practices.  Albinger summarized his company’s ethics in a 2006 reminiscence:

“By design, every job was used to investigate the next higher strength. Either a couple of columns were poured using higher strengths than required, or in situ tests were conducted to measure such attributes as creep or the effect of temperature. By the time the next high-rise was on the drafting table, all interested parties had enough data and confidence to justify using higher strength concrete. The results of all these tests and experiences were shared with the entire concrete community. No single company benefited. Such cooperation is rare in any industry.”[ix]

Moreno and Albinger championed the use of fly ash and superplasticizers in concrete mixes as ways to reduce the amount of water required while achieving low enough viscosity to handle, and much of Materials Service’s research went into fine-tuning proportions of these, along with intensive quality control, to refine and improve strength gradually.[x]  The short times required for transporting batches from Yard One were crucial to this program—fresher concrete was more liquid, and the time gained by the proximity of the mixing plant to job sites allowed for precise, careful on-site slump testing.[xi]  Chicago’s naturally occurring limestone provided a sound basis for strong concrete—limestone from Materials Service’s quarries at Thornton averaged around 22,000 psi.  This was less than granite from eastern sources, but limestone had the advantage of being seamed and, thus, easy to split and crush into useful aggregate. 

FIg. 6. DeWitt-Chestnut Apartments, Streeterville. Bruce Graham, Fazlur Khan, and Myron Goldsmith (SOM), 1961. (Chicago Daily News).

Flat Slabs and Tubes

Putting theory into practice, however, demanded clients, builders, and engineers willing to see the drafting table and construction site as laboratories.  Chicago’s high-rise community developed an innovation-friendly mindset early; Fazlur Khan, Hal Iyengar, Bruce Graham, and others at SOM experimented with new forms of structural design that led to that firm’s well-known tube structures, beginning with the 1961 Brunswick and DeWitt-Chestnut buildings, both of concrete deployed around those buildings’ extreme perimeters.  While the concrete tube represented a radical “return to the bearing wall” in structural engineering, Brunswick used regular 5000 psi concrete on its lower floors and lighter-weight, 4000 psi concrete above.  The first Chicago building to reach 6000 psi was 1000 Lake Shore Plaza (1962), a 57-story apartment tower designed by Sidney Morris and engineered by William Schmidt.  This building’s relatively small footprint, at just 85’ x 90’, put a premium on floor space and efficiency, driving the need for smaller columns.[xii]  While snaring the concrete height record from Marina City, at 590 feet, the jump in concrete strength was relatively easy, adding fly ash and pozzolith to achieve a higher cement-to-water ratio.  For the 645’ Lake Point Tower at the foot of Navy Pier, Schmidt’s next project relied on further experimentation and tighter quality control procedures to achieve 7500 psi.  As the tower rose, its structure was instrumented with seismographs to provide data on its deflection under wind loading and the long-term effects of creep.[xiii]

Fig. 7.  The 645’ Lake Point Tower, engineered by William Schmidt, showing flat slab construction.  (ALCOA).

Khan and SOM designed One Shell Plaza, a 714-foot tall tower in Houston that relied on high-strength, lightweight concrete to surpass Lake Point Tower. Still, the height record came back to Chicago in 1975 with the completion of Water Tower Place (Loebl, Schlossman, Bennett, and Dart, architects, C.F. Murphy Associates, engineers), a mixed-use complex composed of a 76-story, 859-foot tower housing a hotel and condominiums atop an eight-story shopping mall and a large theater.  This mélange of programs required complex transfer structures to bring the tower’s columns and shear walls to the foundations.  To save space on the lower floors and to enable the entire structure to sit on shallow, hardpan caissons instead of deep bedrock foundations, concrete was specified in various weights and strengths throughout: 4000-psi, lightweight concrete for all floor slabs, 6000-psi concrete for the podium structure, and 4000-psi up to 9000-psi for the tower columns.  Materials Service provided its most sophisticated mix to date for the latter, incorporating 100 pounds of fly ash per cubic yard to reduce the water-to-cement ratio content to just 36%.[xiv] 

Fig. 8. Water Tower Place (Loebl, Schlossman, Bennett, and Dart, architects, C.F. Murphy Associates, engineers), 1975. Construction showing flat slabs and drop panels over theater. (Photo courtesy Paul James).

McHugh, the concrete contractors for the project, adhered to strict requirements that saw cylinders from multiple trucks sent to PCA’s Skokie laboratories overnight for testing.  Additionally, they developed ‘puddling’ techniques that blended higher-strength column concrete into floor slabs where punching shear forces were highest.[xv]  The result was a structure that held the height record for concrete for 14 years, until a pair of Chicago towers—311 S. Wacker Dr., by Kohn Pedersen Fox and Two Prudential Plaza, by Loebl, Schlossman, and Hackl with CBM, structural engineers—surpassed it at 961’ and 915’, respectively, in 1989-90.[xvi]  311 S. Wacker was particularly noteworthy; columns on its lower levels achieved 12,000 psi using microsilica admixtures, and its floor slabs were post-tensioned, requiring 9000 psi compressive strength.  Its 8’ thick mat foundation, designed to spread the tower’s load out over 102 caissons below, was the largest single high-strength concrete pour ever, involving 60 trucks coordinated to arrive precisely four minutes apart.[xvii]

[Cont.]

Fig. 9. Water Tower Place at topping out, 1975. (Chicago Daily News).

[i] Bertold E. Weinberg, M.ASCE, Resident Engineer, Bertrand Goldberg Associates, quoted in “Marina City.”  Civil Engineering, December, 1962.  64. 

[ii] Steve Prokopy, “Chicago’s Marina City.” Concrete Products, vol. 114, no. 1, 2011. 18-20.

[iii] “PCA Centennial Celebration Continues.” Concrete International, vol. 38, no. 8, 2016. 16-19.

[iv] Robert L. Bartley, “Strides in Cement: Research Push Pays Off in Stronger, Lighter Concrete for New Uses.” Wall Street Journal, Nov 9, 1962. 1.

[v] Joseph Egelhof, “Supply Firms Fill Chicago’s Building Needs.” Chicago Daily Tribune, Mar. 30, 1952. A7.

[vi] Paul James interview with the author, 25 Oct 2024.

[vii] Pierre-Claude Aitcin and William Wilson, “The Sky’s the Limit: Evolution in Construction of High-Rise Buildings.”  Concrete International, Jan., 2015.  45-50.

[viii] John Albinger and Jaime Moreno, S.E., “High-Strength Concrete, Chicago Style.”  Concrete Construction, Mar. 1, 1981.  N.p.

[ix] John Albinger, “High-Strength Concrete: Fifty Years of Progress.”  Concrete Construction, Sept. 9, 2006.  N.P.

[x] Arthur H. Nilson quoting Moreno, “Summary of Floor Discussion: Structural Design Considerations for High Strength Concrete,” in S.P. Shah, ed., High Strength Concrete: Proceedings. (Chicago: National Science Foundation, 1979). 217-218.

[xi] Paul James interview with the author, 25 Oct 2024.

[xii] Sherwin Asrow, et al., “Task Force Report # 5: High-Strength Concrete In Chicago High-Rise Buildings.”  (Chicago: Chicago Committee on High-Rise Buildings, 1977). 2.

[xiii] “New Tower to be a Giant Test Station.” Chicago Tribune, Jan.  9, 1966. 1-e1.

[xiv] Asrow, op. cit., 45.

[xv] Paul James interview with the author, 25 Oct 2024.

[xvi] Both buildings have significant, unoccupied roof elements, including an 80’ steel spire on Two Prudential that is not counted here.

[xvii] “High Strength High Rise.”  Civil Engineering, March, 1988.  63-65.

“Concrete City” Part 1 (of 3)

As part of our research for the Skyscraper Museum’s Modern Concrete Skyscraper exhibition, Carol Willis and I worked to understand how and why Chicago became the acknowledged center of high-strength and high-rise concrete design for much of the last half of the 20th century. What follows has relied on perspectives and input from conversations and virtual lectures held with, among others, Bill Baker, Paul James, Kim Clawson, Ken DeMuth, Geoffrey Goldberg, Matthys Levy, Joseph Colaco, and, especially, the late Charlie Thornton. Many of those conversations are available in video form on the Skyscraper Museum’s website.

Early Concrete in Chicago

Even as the city’s earliest iron frames emerged in structures like the Home Insurance and Rookery, Chicago’s builders experimented with 19th-century versions of concrete—mainly as a replacement for natural stone.  Like the history of terra cotta fireproofing businesses in Chicago, the 1871 fire inspired entrepreneurs and inventors to join the massive rebuilding effort.  Portland cement, a mixture of crushed limestone and calcium silicates, was first patented in England in 1824 and gradually improved over the following decades, forming a crucial ingredient in producing strong “artificial stone” that won favor for its resistance to fire and manufacturing processes that limited labor costs.  By 1876, there were more than 100 buildings with artificial stone fronts or structural elements in Chicago and five manufacturers, among them Ransome and Smith, an enterprise of concrete pioneer Ernest Ransome.[i]  Ransome himself relocated to the city from 1890 to 1895 before settling in New York City in 1896.  Ransome and others patented systems for fireproof concrete floors, reinforced with twisted or shaped steel bars, in the late 1890s that became the basis for more comprehensive building systems.[ii]  Ransome’s patented system was used for the first reinforced concrete skyscraper, the Ingalls Building in Cincinnati, in 1903-5. Builders in Chicago and elsewhere quickly saw the advantages of the hybrid material’s durability and strength.  Montgomery Ward’s 2,000,000 square foot Catalogue House, designed by Schmidt, Garden, and Martin, deployed a concrete frame over a winding, six-acre site along the Chicago River in 1908, and Studebaker built a seven-story building at Michigan and 21st Street in 1909 that used paneled slabs to span 24’ x 24’ column bays.[iii]  Henry Ericsson, the city’s Commissioner of Buildings, was fascinated by the new material’s fire resistance but concerned about its structural performance and durability.  After commissioning laboratory experiments from Arthur Talbot at the University of Illinois and W.K. Hatt at Purdue University in 1911, he drafted one of the first building codes in the United States to address flat-slab construction, which had vexed engineers because of its hyperstatic performance.  “Owing to the complication of methods used in designing reinforced concrete flat slab or girderless floor systems,” Cement Age noted,

“…there is little agreement among designers of this type of construction in determining the thickness and reinforcement of flat lab floors.  Therefore, the ruling drawn up by the Chicago Building Department should prove both rational and simple, since it is the result of nearly four years’ study and testing.”[iv]  

Typical early-20th-century concrete construction in Chicago: the Moser Paper Co. Bldg., Plymouth Ct.  The Construction News, Nov. 27, 1909.

While reliant on rules of thumb instead of mathematical analysis, the code gave builders and engineers confidence in the material; 1911-12 saw half a dozen major warehouse, manufacturing, and office structures built concrete in Chicago.  “Never before in the city’s history,” reported the journal Concrete, “have cement and crushed stone played so prominent a part in building construction.”  Among these were the Sharples Cream Separator Building, designed for 225 psf loads, the Rand-McNally Building, which reached a height of ten stories, and the Dwight Paper Co., another ten-story structure that rose at a record rate of one floor per week.[v]  Laboratory research at Purdue and Illinois was supplemented by extraordinary static and dynamic testing supervised by Talbot and others on the Western Newspaper Union Building. This 1910 nine-story concrete structure was demolished in 1917 as part of the city’s Union Station project, and it served as a test bed for developing theories and rules of thumb for concrete engineering.  The structure’s floor slabs withstood over 900 psf loads, suggesting that the city’s codes and engineering practices were overly conservative.[vi]

Chicago’s 1911 Code illustrated.  Concrete-Cement Age, Nov. 1, 1914.

Flat slab construction saw a natural market in residential high rises in the 1910s and 1920s as advances in reinforcement allowed thinner structural depths than steel construction, maximizing the number of floors possible within a given height.  The original Edgewater Beach Hotel, built to designs by Marshall and Fox in 1917, used dense reinforcement mats to resist punching shear, eliminating the mushroom capitals and drop panels of typical industrial construction.[vii]  Similar reinforcing was used in the all-concrete Bournique Apartments on Goethe St. in 1916.[viii]  Concrete became standard for Chicago’s high-rise residential construction, such as the 22-story Powhatan and Narragansett Apartments (both 1929) as its malleability allowed designers to take advantage of the city’s post-1922 setback code while providing reliable fire separation between floors.  Its durable, inexpensive construction made it ideal for the city’s public housing projects, beginning with the low-rise Ida B. Wells Homes in 1939 and extending upward into the Chicago Housing Authority’s early high-rise projects, in particular, the Dearborn Homes (1949-50) and Loomis and Ogden Courts (1951, 1953).  Mies van der Rohe’s Promontory Apartments (with PACE and Holsman, Holsman, Kleklamp, and Taylor, 1949) featured exposed concrete columns and slabs, suggesting that the material had aesthetic possibilities alongside its affordability and fire resistance.

Promontory Apartments, Hyde Park. Mies van der Rohe; Holsman, Holsman, Klekamp, and Taylor, and PACE Associates, 1949.

Marina City

Engineer Henry Miller and architect Milton Schwartz set a record for tall concrete construction with the 40-story Executive House Hotel on Wacker Drive in 1958.  Executive House relied on two-foot-thick shear walls of heavily reinforced concrete around its elevator core for stability, but these were hidden behind a slick, stainless steel and glass exterior.  More dramatic structural performance and architectural expression came with the 60-story, 588’ tall twin towers of Marina City, built across the River from the Executive House beginning in 1959.  Designed by visionary Chicago architect Bertrand Goldberg, Marina City catalyzed advanced concrete construction in Chicago even as it set new urban development and architectural design standards.  Goldberg’s design called for cylindrical shafts of apartments that would open outward toward views of the city and the Chicago River with curving, cantilevered balconies.  The structure, based on stiff central cores surrounded by rings of columns, all connected with moment-framed girders, was engineered by a team including Frank Kornacker, Bertold Weinberg, and Fred Severud from New York City.   Goldberg’s relentlessly circular geometry expanded into three dimensions and produced doubly-curved forms that would have required extensive skilled carpentry.  Further issues arose with scheduling; traditional concrete construction would have pushed the schedule out to three or more years, while financing requirements made it necessary to begin renting in 1962. 

Marina City under construction, showing fiberglass formwork and slip-form core construction. (Chicago History Museum).

McHugh Construction, a local firm founded by bricklayer James McHugh at the turn of the century, had developed concrete expertise through winning bids on Chicago Housing Authority projects throughout the 1950s.  By 1960, they had established a reputation for reliable concrete work that supported their successful bid on Marina City.  McHugh developed innovative solutions to form Goldberg’s complex, curving shapes and meet the aggressive construction schedule, developing fiberglass formwork that could be mass-produced and used up to 60 times apiece.[ix]  They also proposed using the cores as the bases for self-climbing Linden cranes, which could rotate 360° and hoist up to 8,000 pounds—about two cubic yards of concrete—from ground locations up to 90’ distant.  McHugh matched the speed of the Linden equipment with an extraordinary coordination of concrete delivery and placement.  Ironworkers assembled reinforcement panels on the ground, relying on the Linden’s capacity to lift them, fully assembled, into place.  The fiberglass forms were staged to allow them to ‘jump’ three stories above as concrete came to strength.  With these advances, McHugh averaged a new floor every two days.[x]  Concrete surfaces were left as-struck and painted; the smooth finish imparted by the fiberglass required no additional work, and exposed concrete became a signature element in the building’s space-age aesthetic.[xi]  McHugh would go on to use fiberglass formwork in sculpturally rich concrete apartment towers such as 2020 Lincoln Park West (1971) and in “rib-cage” high-rises including Eugenie Square in Lincoln Park (1972); rigid concrete tubes of closely-spaced concrete mullion-columns formed by steel jump forms that matched Marina City’s record for floor construction.

Eugenie Square, Lincoln Park. Dubin, Dubin, Black, and Moutoussamy, 1972.

[i] “Building: Concrete and Artificial Stone in Chicago.” Chicago Daily Tribune, Aug. 6, 1876. 10 and “Chicago Manufactures.” The Lumberman’s Gazette, vol. 3, no. 5, 1873, pp. 145.

[ii] Ernest L. Ransome and Alexis Saurbrey. Reinforced Concrete Buildings.  (New York [etc.]: McGraw-Hill Book Company, 1912).  Chapter 1, “Personal Reminiscences,” 1-18.

[iii] “Two Model Business Structures Now Being Erected in Chicago.”  Chicago Daily Tribune, July 18, 1909.  I18.

[iv]Concrete – Cement Age, Vol. 5, no. 5.  Nov. 1, 1914. 185, 194.

[v] “Many New Chicago Buildings of Concrete.” Concrete; Feb 1, 1912; vol. 12, no. 2. 27..

[vi] “Unusual Test of Flat-Slab Floor.” The American Architect, Nov. 28, 1917.  Vol. 112, no. 2188. 393.

[vii] “The Edgewater Beach Hotel, Chicago, Il.”  The American Architect, Sept. 26, 1917.  Vol. 112, no. 2179.. 233.

[viii] “New Wrinkle in Building: Radical Departure From Usual Construction Methods Contemplated in Bournique Apartments.” Chicago Daily Tribune, Nov. 19, 1916. 19.

[ix] Richard J. Kirby, “Fiberglas Forms—A Progress Report.” Concrete Construction, July 1, 1962.

[x] “Huge Project Overlooks Chicago River: Compared to Sunflower Climbing Cranes Used.” The Christian Science Monitor, Feb. 2, 1962. 10.

[xi] James M. Liston, “Amazing Marina City.”  Popular Science Monthly, Vol. 182, no. 4.  April, 1963.  82-85, 194.

“the modern concrete skyscraper” at the skyscraper museum

University Towers, NYC. I.M. Pei. 1966-1967. JSTOR

Happy to announce that after a couple of years of great conversations, deep dives into obscure 1920s issues of Cement Age, and ace model-making by a student team here, The Modern Concrete Skyscraper is opening this week at the Skyscraper Museum in New York. Carol Willis, the Museum’s Director and Founder, approached me about helping to curate an exhibition that would be a ‘gentle corrective’ to the idea that the skyscraper’s evolution was primarily a steel story. “”Steel is a chapter, but it’s not the whole story” is the consistent theme throughout. What we’ve heard from engineers, architects, historians, and what we’ve seen in the historical record presents a much more nuanced and interesting story, where the two materials often worked in concert, often in competition, as skyscraper heights rose throughout the 20th and 21st centuries.

Gair Factory #7, Brooklyn, NYC. Wiliam Higginson/Turner Construction, 1914. Cement Era.

The exhibition looks at the history of concrete–one could argue that the first concrete ‘skyscrapers’ were the Roman insulae, apartment blocks that rose at least five and possibly as high as seven stories–and how the drive for greater height, safety, and efficiency led builders and designers to experiment with concrete as a more fireproof replacement for steel. Over time, research and development also made it competitive in terms of spatial efficiency and speed of construction. Today, the world’s tallest towers and construction sites are concrete, not steel, and the material’s emergence as the system of choice for supertalls is the result of a century of painstaking chemical, structural, and fabricational developments. “The rise of reinforced concrete skyscrapers evolved in several stages and from many influences,” Carol’s summary notes,

“…including architectural aspirations, engineering innovations, advances in the strength of materials and efficiencies in building construction, wind engineering, and computer-assisted design. While most of those changes were hidden from view behind sleek curtain walls or Postmodern ornament, the exhibition exposes the material concept and process in multiple structural models, construction views, and videos.”

However, this history hasn’t been adequately documented or presented previously. Carol asked questions throughout the project that seemed simple–how did flat plate construction become the global standard for residential construction as early as the 1920s, for instance, or why did composite construction–concrete cores with steel framing–become the norm for mid-sized office towers beginning in the late 1980s? The answers to these proved to be complicated but enlightening. Subsequent research uncovered some new stories, found some new heroes, and suggested a handful of buildings that should be in the skyscraper ‘canon’ but have so far been underappreciated by historians of construction and architecture alike.

1000 Lake Shore Plaza, Chicago, IL. Sidney Morris/William Schmidt, 1963-1965).

The exhibition includes models of key buildings–some from the firms that designed them, others newly built by UIUC architecture students–as well as photographs, both new and historical, and diagrams that show the progression of height and technology from the 1905 Ingalls Building in Cincinnati at 16 stories and 210′–what I now think of as a steel framed tower re-imagined in concrete–to the 163-story, 2722′ tall Burj Khalifa, which SOM structural engineer emeritus Bill Baker, has described as a tower “cantilevered out from the crust of the earth.” “The strength and moldability of “liquid stone” into any form,” as the press release for the exhibit notes, “

“…has enabled bold experiments in forms, inside and out, as can be seen in the dramatic voids of the atriums of the architecture of John Portman, the open core of SOM’s Jin Mao tower in Shanghai, or Zaha Hadid’s 1000 Museum in Miami. Another advantage of high-strength concrete is the stiffness it affords for extremely slender buildings such as the “pencil towers” of Manhattan’s Billionaires’ Row, including 432 Park Avenue, a model of which is featured in the show.”

All of this is supplemented by eleven online lectures that have taken place throughout the exhibition’s conception and creation with engineers, architects, critics, and historians who have helped shape the narrative–these are all available online here. They form an outstanding companion to the show now open at the Skyscraper Museum in Battery Park City.

The Skyscraper Museum General Information

Location: 39 Battery Place, Battery Park City, New York, 10280

Hours: Wednesday – Saturday, 12 – 6pm

Admission is FREE, but timed tickets are recommended

Guided gallery tours are available for groups by appointment booking on Tuesday from 10:15am-5pm and on Wednesday-Friday from 10:15am-12pm.

For directions and more information, visit skyscraper.org. For questions, email info@skyscraper.org or call 212-945-6324.

For image inquiries, please contact Daniel J Borrero at Borrero@skyscraper.org or call 212-945-6324. For exhibition & press inquiries, please contact Carol Willis at Caw3@columbia.edu.

CBS Tower, NYC. Eero Saarinen/Paul Weidlinger, 1965. (Image courtesy Eero Saarinen Collection (MS 593). Manuscripts and Archives, Yale University Library).

old chicago skyscraper of the week–federal center

(A version of this appears in Chicago Skyscrapers, 1934-1986. Dusting this off as Kluczynski Building has–supposedly–been on the list of federal properties the current administration is looking to sell). (UpdateOr not).

Everett McKinley Dirksen Building, John C. Kluczynski Building, and United States Post Office (Chicago Federal Center Architects, a joint venture of Schmidt Garden & Erickson, Ludwig Mies van der Rohe, C.F. Murphy Associates and A. Epstein & Son, 1958-1974).

The first of the city’s postwar civic monuments to be announced would take the longest to realize, outliving its key architect and leaving a block-wide hole in the Loop for much of the decade.  The need for new federal offices in Chicago was acute.  Plagued by cost and schedule overruns, Henry Ives Cobb’s 1905 Federal Building and Post Office was obsolete when it opened.  Burnham and Bennett suggested its replacement just four years later, calling it “already inadequate” and proposing “a building exclusively for that one purpose…the dignity and the business of the United States courts.”[i]  The Post Office moved to its Graham, Anderson, Probst, and White building west of the River in 1932, but the Cobb building’s clumsy, cross-axial plan remained crowded and inefficient even as just a courthouse.  Illinois Senator Everett Dirksen and Representative Sidney Yates sponsored legislation to build new government buildings nationwide in 1957, and in December 195,8 the General Services Administration announced a $98 million Federal complex for Chicago.[ii]

“Government Center,” Fort Dearborn Project, 1958. View looking east from State Street. (Chicago Public Library, Municipal Collection).

Where such a massive investment would go was controversial.  The Central Area Plan, released just four months earlier, suggested a new Federal Center along the River, between Dearborn and LaSalle—a gentle nod toward Rubloff’s Fort Dearborn vision.  Daley and Ira Bach hoped to anchor the North Loop as a political center, rejuvenating this run-down part of downtown.  The Central Area Committee, however, sought to anchor the South Loop with this captive population, seeing it as a buffer to South Side ‘blight’ and predicting that several thousand government employees would support retail development south on State Street.  Holman Pettibone made the case that a federal presence there would also spur development along Congress, supporting two other Plan elements—a new University of Illinois Campus, planned for a large tract of railroad land just southwest of the South Loop site, and the consolidated railway terminal being planned a few blocks west on Jackson.

The GSA disappointed both sides in January 1959 by selecting the southern site, but only for one phase of the overall project: a 1,300,000 square foot building containing new courtrooms and half its required office space, to be combined on the half-block east of the existing courthouse.  According to administrator Franklin Floete, this would allow the existing courthouse to remain open while the new structure was completed, but where the remaining office space would be built was still uncertain.  Floete suggested that it could be built in a second phase on the site of the Cobb building or elsewhere in the Loop if the GSA could get a good price for that building’s site.[iii]  For the moment, however, plans for the combined courthouse and office building would be a “five story base, with…twin towers rising above that level.”  The GSA solicited bids from architects to develop the idea further in April 1959.[iv]

Everett McKinley Dirksen Building (Chicago Federal Center Architects, 1959-64).  Architectural Record, March 1965.

Charles Genther of PACE convinced Mies to present their joint qualifications.  Mies had rarely entered competitions, but 1959 was a turning point.  He had retired as Director of the Department of Architecture at IIT in September 1958, forced out after 21 years by internal politics.  Herbert Greenwald had died in February, leaving the office without its primary client, and his daughter, Waltraut, who had moved to Chicago to be with him, was ill with cancer and would die that November.[v]  With neither the IIT’s Director’s salary to bolster it nor the steady income from Greenwald’s projects, his office shrank.  Yet he enjoyed global acclaim after the Seagram’s opening, traveling to Europe in Spring 1959 to receive honors and awards in England and Germany.  At 72, he could well have closed his office and enjoyed a comfortable retirement, but word came on this trip that the GSA had selected him as part of a carefully picked architectural team.  PACE, however, wasn’t included.  Instead, the GSA asked Mies to collaborate with Schmidt, Garden, Erickson, C.F. Murphy, and A. Epstein & Sons.  PACE had hedged its bets, secretly submitting an independent bid, an ethical lapse that Mies felt left him free to take the project without them; the two firms would not work together again.  The GSA announced the team in May 1959, along with word that the second phase would, in fact, be built on the site of the old courthouse.[vi]

Mies’ office team for the project included Gene Summers, Bruno Conterato, and Joseph Fujikawa.  They presented three schemes to the GSA: one combining the two phases into a single, 56-story tower containing offices and courtrooms, a second for a 30-story courthouse and office tower on the eastern site and a taller block to be built later on the full block opposite, and a third, variant of the two-building scheme that split the remaining office program into two blocks, symmetrically disposed and framing the first structure.  Mies and his team preferred the first scheme for the full-block plaza it allowed, but realized it presented intractable problems.  Not only could it not be phased as the GSA planned, it would have been among the tallest buildings in the Loop—monumental, for sure, but overbearing for government agencies wanting to seem approachable.  GSA’s advisers picked the second scheme of two tall buildings fronting an asymmetrical plaza instead. 

With the new courthouse forming a wall along Dearborn, Mies concluded that the second phase should be taller, terminating the plaza to the south and concealing the eclectic row of buildings opposite Jackson Street, which included the Monadnock and Mundie and Jensen’s beaux-arts 1926 Union League Club.  On the other hand, the plaza’s north side would open toward Holabird and Roche’s 1895 Marquette building.  The final structure, a low, clear-span post office, would take up the western 2/3 of the full block, adding a final edge to the plaza and forming a horizontal foil to the two vertical structures.  Mies paid particular attention to the three elements’ proportions: the post office was square in plan, the courthouse almost square in elevation—383 feet tall (357 feet from the top of its colonnade) by 368 feet wide—and the second phase’s elevation just taller than a double square—547 feet by 228 feet.[vii]

EEverett McKinley Dirksen Building (Chicago Federal Center Architects, 1959-64).  Typical floor plan (drawing based on plans printed in Architectural Record, March, 1965).

Mies’s team developed the courthouse block through 1960 in a split-core arrangement, with double-height courtrooms on the building’s upper levels filling in as low-rise elevators dropped off at the 16th floor.  The building was planned around 28-foot structural bays of steel columns and girders, each divided into a 6 x 6 grid of 4’-8” modules.  Courtrooms and cores were concentrated toward the floor plates’ centers, with private corridors for judges and jurors along the east façade and public corridors overlooking Dearborn.  Prisoner circulation and holding cells were contained in the cores, with elevators connecting to a secure garage in the basement.  The split cores framed the axis of Quincy Street through the glass lobby at street level, a grand space rendered in flame-finished granite, stainless steel, and a white plaster ceiling—the 860-880 lobby scheme expanded to city scale.[viii]  

Summers sketched cladding options that telegraphed these double-height courtrooms onto the broad Dearborn Street elevation, but Mies overruled this expressive approach.  Instead, the curtain walls continued the evolution of the 860-880 system, with floor-to-ceiling glass framed in aluminum and stiffened by exterior I-beam shapes.  By 1960, steel curtain walls had been superseded by aluminum; Mies, however, insisted that steel frames should be rendered in like material. 

Everett McKinley Dirksen Building (Chicago Federal Center Architects, 1959-64). Curtain wall detail.

Two steel channels form each mullion’s chassis, with square bars welded to either side framing aluminum stops that hold single sheets of plate glass.  A standard W8 shape welded to the main chassis provides vertical articulation, while floor and ceiling finishes were detailed to align with window tops and bottoms.  The system is punctuated by narrow shadowgaps surrounding each window frame, highlighting their infill nature and the change between aluminum mullion and steel support.  The resulting façade shows Mies’ preference for steel’s continuity and texture over the gap-detailed aluminum cladding on Esplanade and Commonwealth, clarified with shadowgaps that would see further evolution at the Home Federal building in Des Moines (1960-63) and the Toronto Dominion Center (1965).  Construction, by Paschen Contractors, began in 1962 and proceeded quickly, enabled by the design’s standardized details.  The enclosure was finished a month ahead of schedule, and the building was dedicated in October 1964. 

Everett McKinley Dirksen Building (Chicago Federal Center Architects, 1959-64). Photograph in the Carol M. Highsmith Archive, Library of Congress, Prints and Photographs Division. LC-DIG-highsm-45043 

The same architectural and engineering team was awarded contracts for the second tower and post office in August 1963.  Paschen began demolishing Cobb’s courthouse in January 1965, and the GSA accepted the team’s detailed designs for the post office and office building the next month.[ix]  Paschen, now in a joint venture with Gust Newberg, finished the substructure in late 1966, at which point Congress, facing rising labor costs and funding an increasingly dire war in Vietnam, slashed the federal building budget, halting work.  For three and a half years, the site sat vacant, the roof of the substructure serving as a parking lot.[x]  U.S. Representative John Kluczynski, a Chicago Democrat, led a charge in 1969 to resume work on the building, but the Nixon administration held contracts until 1971.[xi]  Detailed with the same steel and aluminum cladding system as the courthouse, the office building and post office were completed in October 1975, graced by the red steel “Flamingo,” by Alexander Calder.[xii]

The Federal Center’s construction outlasted its primary architect and two political champions.  Everett Dirksen died weeks after Mies, in September 1969.  Senate Republicans voted to name the entire complex for him, but Democrats objected, suggesting that the two tall buildings should be bipartisan.  The Everett McKinley Courthouse was dedicated in May 1970, and the office building was nearly named for Illinois’ “fighting liberal,” Senator Paul Douglas, who had lost to Republican Charles Percy in 1967.  Illinois’ House delegation argued that they should be represented as well as Senators, though, and after Kluczynski died in March 1974, Congress agreed that the newer building should bear his name. 


[i] Daniel H. Burnham and Edward H. Bennett, Plan of Chicago.  (rep. New York: Princeton Architectural Press, 1993.  117.

[ii] “Site Selection for New U.S. Buildings Near.”  Chicago Tribune, Dec. 10, 1958.  B4.

[iii] “Federal Building Site Picked.”  Chicago Daily Tribune, Jan. 7, 1959.  1.

[iv] “U. S. Acquires Loop Site For Courthouse.” Chicago Daily Tribune, Apr. 1, 1959. 1-c11.

[v] Schulze and Windhorst, 342.

[vi] “2d Federal Building for Loop is Ok’d.”  Chicago Daily Tribune, May 29, 1959.  1.

[vii] Figures from Peter Carter Mies van der Rohe at Work.  (London: Phaidon, 1999).  69, 134.

[viii] “Mies Designs Federal Center.”  Architectural Record, March, 1965.  128, 132.

[ix] “U.S. Accepts Design for Chicago Center.”  Chicago Tribune, Feb. 12, 1965.  44.

[x] Philip Warden, “O.K. Funds for U.S. Building.”  Chicago Tribune, May 7, 1969.  8.

[xi] “Sign U.S. Building Pacts Today.”  Chicago Tribune, Aug. 5, 1971.  3.

[xii] Pauline A. Saliga, Oral History of Gene Summers (Chicago: Art Institute of Chicago, 1993). 

N. Clifford Ricker and “The Elements of Construction”

Any University of Illinois School of Architecture graduate will recognize the name Nathan Clifford Ricker.  Our library and two school publications are named for him. We’ll waste no opportunity to point out that he was the first American to receive a home-grown architectural degree—in 1873.  He designed several key buildings on the Urbana-Champaign campus, in addition to his own home nearby, and he stayed on as a faculty member (1916), director of the nascent architecture program (1910), and general guiding spirit until 1922.  The School’s reputation for turning out technically-fluent graduates was primarily due to his vision of a program emphasizing building construction, bucking the national trend toward education inspired by the compositional theories and tropes of the French Beaux-Arts.  “Shop Practice,” a hands-on introductory course requiring students to draft and fabricate elements in wood and metal shops, set the early School’s high bar for practical, real-world knowledge and know-how.

Image of the Fair Building under construction, one of many contemporary journal illustrations reprinted by Ricker in The Elements of Construction.

Ricker also compiled a comprehensive textbook on building technology of all sorts for use in his classes here, based on his practice and his diligent reading of seemingly every journal or book that came out on the subject (among other things, Ricker translated and published excerpts from Viollet-le-Duc during his career).  The two volumes of his Elements of Construction were constantly updated; master copies were typed onto vellum. New students ‘printed’ their copies using sunlight and blueprint paper, an agile process that allowed Ricker to slip in new pages as new technologies came online.

The Elements of Construction must have been profoundly influential—Illinois’ students would have taken their copies with them to offices in Chicago and throughout the Midwest.  However, the fragile nature of blueprint paper also meant that the copies would have disintegrated, making it an ephemeral book at best.

Newton A. Wells, Portrait of N. Clifford Ricker, 1917, etching, 7 x 6 in. (17.8 x 15.2 cm), Smithsonian American Art Museum, Gift of Chicago Society of Etchers, 1935.13.379

Until now.  My colleague here at Illinois, Marci S. Uihlein, has just published the result of her painstaking research into and reconstruction of Ricker’s book from original blueprints in the School’s archives.  The Elements of Construction: N. Clifford Ricker, Architecture, and the University of Illinois makes the convincing case that Ricker and his textbook deserve to be seen alongside the most important authors on building technology of the era—J.K. Freitag and William Birkmire.  Freitag and Birkmire published vital books on skyscraper design that Elements echoes and enhances. Since Ricker was writing for students who would go on to design many different building types, his book is broader in scope, covering stonework and masonry in addition to iron and steel.  It’s a holistic work that addresses skyscraper technology in the wider context of architectural engineering in general.

This new book reproduces four complete chapters of Ricker’s Elements of Construction: Foundations; Stone Masonry; Bricks, Tiles, and Terra Cotta; and Iron and Steel Construction.  It includes original and reconstructed illustrations from Ricker’s vellums and framing essays by Construction History scholars, including Don Friedman, Tom Peters, Rachel Will, and myself, that put Ricker’s text and pedagogy in context.  The result is a richly detailed overview of architectural technologies and construction in the late 19th and early 20th century—but also of the unique pedagogy that went hand-in-hand with the innovation happening in Chicago, especially, at the time.  It’s also a good read for alumni of the School and anyone interested in the era’s building culture.

Available for pre-order on Bookshop.org and that other site; copies are due to ship March 11.

Ricker’s best-known work on campus–Altgeld Hall (1896-97). Author’s collection.

“american architecture” part 2

Construction of the U.S. Supreme Court Building in December, 1933. (Architect of the Capitol).

(Update: The New York Times weighs in on some of this here today).

Greenough’s argument against “the adoption of admired forms and models for purposes not contemplated in their invention,” particularly the use of classical architecture for modern programs, found a resonant application nearly a century after his death when the Maison Carree was once again the model for a monumental government structure.

The Supreme Court building was a pet project of Chief Justice and former President William Howard Taft. Long housed within the Old Senate Chamber in the U.S. Capitol, the Court, Taft believed, needed its own monumental presence signifying its coequal nature as one of three branches of government. There was general agreement that it deserved a presence in Washington to balance that of the legislative Capitol and executive White House. Still, Taft injected a personal agenda into the design. He believed that the Court needed surroundings emphasizing the “purity, eternity, and the majesty of law” rather than the casual surroundings of its temporary homes, which encouraged casual deliberation.[1]

Taft engineered the appointment of Cass Gilbert to the project in 1926. Gilbert had distinguished himself as a first-rate classicist, adopting the dome of St. Peter’s Basilica to the Minnesota State House in 1896-1905 and the Trevi Fountain to the facade of the U.S. Custom House on Lower Broadway in New York in 1901-1907. He also designed the world’s tallest building at the time, the Woolworth in New York (1910-1913). Gilbert ran in elite circles and came to espouse nationalist, even exceptionalist, politics.[2] He had supported Taft in his doomed bid for a second term as U.S. President, campaigning against his opponents-Democrat Woodrow Wilson and Republican Theodore Roosevelt–as “radical socialist-pacifists.” During WWI, however, he became an isolationist, eventually opposing U.S. involvement, and his conservatism intensified. As Blodgett recounts, he courted Mussolini, paying il Duce a fawning visit during the 1920s and deepening his belief that Roman architecture, in particular, carried with it a moral force very much in line with his hardening politics. Speaking to the American Academy of Arts and Letters in 1930, he railed against modern architecture and called for a wholesale return to classical models:

“There are paths that lead back to barbarism and it is among the functions of this Academy to . . . guide public taste toward the paths that lead to the higher realms of Arts and Letters and warn them against perversion.”[3]

Taft concurred, pushing for Gilbert’s appointment even as the Depression took hold. He recognized that the expense would be enormous but insisted on the marble and stonework that would produce an authentic (if steel-framed) classical building. For his part, Gilbert created a recognizable homage to Jefferson’s State Capitol and, thus, to the Maison Carree. Gilbert echoed Greenough in recognizing that the building would have to be both monumental and functional:

“[I]t must, so far as possible, have all the beauty, charm and dignity of the Lincoln Memorial, and all the practical qualities of a first-rate office building – a combination rather difficult to achieve, but nevertheless possible.”

But the design he produced for Taft in 1929 showed that he fell on the side of monumental expression rather than Greenough’s proto-modern call for a more functional articulation:

https://www.jstor.org/stable/community.13560845
United States Supreme Court Building, Cass Gilbert, 1928-1935. Avery Architectural Library/Artstor.https://www.jstor.org/stable/community.16511667

Both Taft and Gilbert died before the building was completed, but the end product brilliantly illustrated one pole of Greenough’s formula: a sublime, overpowering image of authority that cloaked its complex functions behind a symbol of ancient power and authority. As Robert Post noted, the religious overtones of the temple front were matched by the ritualistic nature of the inner sanctum:

“The Old Senate Chamber had exuded a distinctly different flavor. It was infused with an “easy informality.” Justices “often strolled through the public halls, and the procession from the robing room to the courtroom proper was a twice-daily spectacle which tourists always tried to see.” In the Court’s new home, by contrast, Gilbert deliberately screened off from public view the justices’ quarters, entries, and exits.  The justices became visible to “the public gaze” only when they magically appeared from behind red curtains to take their seats on the bench, fully robed. In the new courthouse, law became spectacle, detached from ordinary human interaction. Gilbert’s building symbolized an ideal of judicial office that stressed formality, abstraction, and authority. In such a setting, the pronouncements of a judge are no longer a communal project. They are instead disinterested words from above or beyond.”[4]

Speeches at the building’s cornerstone ceremony made this explicit.  Guy A. Thompson, then president of the American Bar Association, called it “a monument to justice…justice that is the final attribute of God himself…. This will be her temple. Here her shrine will be. Here she shall abide.”[5]

Not all of the Court’s residents approved. More liberal justices found it pretentious and oppressive. At the cornerstone ceremony, Chief Justice Charles Evans Hughes said that the Court’s old, casual chambers would be “left with keen regret” and that it would “be a long time, indeed before this beautiful building can boast of the spiritual endowment which has blessed the old home.”[6] Louis Brandeis was more forceful; according to one of his clerks, he “detested” that it represented “everything ‘Roman’ about Washington.”[7] Brandeis preferred the “Greek” vision of the polis and missed the informal scale of the Court’s former home; for him, the Court building should have emphasized the empowerment, rather than the submission, of the populace. The choice of a building from Imperial Rome, rather than Republican—constructed, in part, as a statement of the empire’s conquering power over the native inhabitants of southern France—was for Brandeis a clear statement of power over reason or, in Greenough’s phrase, an “appropriation…displaying only wealth” instead of a “sure product of adaptation, character, and expression,” the formulation that Greenough argued would be uniquely American.

Interior of the Chamber of the Supreme Court, sketch. Date/artist unknown. Library of Congress.https://www.loc.gov/pictures/item/2024665729/resource/

As if to make the point, Gilbert specified Vermont and Georgia marble for the Court’s exterior, albeit as a veneer applied to a steel frame. However, when it came to columns in the Court’s chambers, he felt American stone would not suffice and insisted on Italian marble from quarries in Siena. This, alone, seems an odd choice for an ardent nationalist.  The lengths Gilbert went to obtain that marble are even more striking; in 1933, Gilbert again traveled to Rome and met personally with Mussolini to procure the stone he desired.

Much of federal architecture since Gilbert’s imperial court building has aimed at functional expression, with mixed results. Marcel Breuer’s HUD Building (1968) is arguably a “sure product” of its program–a functional home for a bureaucracy. Neither as iconic nor monumental as the Supreme Court, it–and other functionally expressive structures–have gained appreciation in recent years by admirers of “brutalism” and other modernist approaches. Greenough would have far preferred the robust honesty of Breuer’s facade to Gilbert’s pomposity. And H.H. Richardson’s aggressively detailed stone facades, willingness to work with asymmetry when called for by a program, and commitment to ornamental development of constructive and functional necessities might–possibly–mark him out as a proto-brutalist in the most American sense.

Department of Houysing and Urban Development Headquarters, Washington, D.C. Marcel Breuer, 1963-1968. ARTSTOR.https://www.jstor.org/stable/community.13924936

There are, however, examples of modern court buildings that pair frank statements of process and bureaucracy with genuine civic monumentality.  Just blocks apart, Chicago boasts two of them in Mies van der Rohe’s Federal Center (1961-74) and the Richard J. Daley Civic Center (1961-67).  Nothing could speak more to the repetitive, even numbing processes that dominate actual courthouse business than the Federal Center’s relentless staccato facades. Still, the composition of those around a finely scaled plaza that invites public activities ranging from farmers’ markets to vocal protests is a precise architectural framing of the courthouse’s dual nature.  There’s a great anecdote from its design involving early schemes that would have telegraphed the position of the double-height courtrooms within the building.  Greenough would undoubtedly have approved of this, but Mies insisted on carrying the same cladding pattern across the entire façade, leaving the monumental expression in the plaza itself.[8]  The Daley Center is more expressive; its 96’ spans, designed to accommodate column-free courtrooms, are exceptional examples of a structural function creating a monumental effect without recourse to traditional style or ornament.  Like at the Federal Center, the plaza in front became the city’s principal place of civic celebration, protest, and commemoration from its opening.

Federal Center, Chicago, IL. Mies van der Rohe et al., 1961-64.
Chicago Civic Center [Richard J. Daley Center] during Vietnam War protest, 1969. Associated Press.

One other thing to note. The Virginia State Capitol and the Supreme Court were constructed during periods of profound national anxiety; Jefferson designed amidst the early rumblings of American independence–1785-1788. One can understand being keen to build something “permanent and timeless.” Similarly, Gilbert and Taft both saw “bolshevism” and socialism as real threats to their vision of America; the fact that the marble temple was built in the depths of the most significant economic depression the country had seen adds context to their anxious aesthetic conservatism. In contrast, Richardson’s greatest civic works came in the 1880s, an era of rapid economic expansion and relative security; Washington’s modernist government buildings and the two Chicago examples were built in the 1950s and 1960s, maybe the most optimistic era the country has seen. The confidence of those decades is reflected by Greenough’s prescription for having the architectural conviction to ‘speak plainly’ about the functional and material ‘stuff’ that we have to work with. How we make an “American Architecture” has always been caught between these two poles.


[1] Post, Robert C. “Creating a New Supreme Court Building.” The Taft Court: Making Law for a Divided Nation, 1921–1930. Cambridge: Cambridge University Press, 2023. 550–594.

[2] See Blodgett, Geoffrey. “Cass Gilbert, Architect: Conservative at Bay.” The Journal of American History 72, no. 3 (1985): 615–36.

[3] ibid., 629.

[4] Post, op. cit.,

[5] Quoted in Keeffe, Arthur John. “The Marble Palace at 50.” American Bar Association Journal, vol. 68, no. 10, 1982. 1224–29.

[6] “Corner Stone Laid at Supreme Court.” The Washington Post (1923-1954), Oct 14, 1932. 3.

[7] David Riesman, quoted in Blodgett, op. cit., 634

[8] Famously, the trial of the Chicago Seven took place in the Dirksen Courthouse, where Judge Hoffman scolded attorney William Kunstler for casually leaning on the petitioner’s lectern: “You know, Mr. Mies van der Rohe designed that lectern for the use of counsel and I wish you would stay behind it, sir.”  The Beaux-Arts “courthouse” used for the 2020 film, The Trial of the Chicago Seven, was actually Newark, New Jersey’s City Hall.

“american architecture” (part 1)

Every four or eight years, the age-old question “in what style should we build” seems to enter political discourse; modernism (or in the current iteration, a straw-man “brutalism”) and classicism come to stand in for left vs. right in a way that seems to encapsulate arguments about individualism, tradition, beauty, and whatever else is the argument du jour.

To be clear: there is good classicism and good modernism. There is bad classicism and bad modernism. But looking under the hood at the moral argument–that, somehow, one of these two is genuinely bad for the national soul–leads to an interesting and, IMHO, vastly underrated moment in architectural theory.

Horatio Greenough was one of America’s most skilled and prolific classical sculptors in the 1830s and 1840s. Trained at Harvard and through extended study trips in Rome and Florence, his style was that of a sculptural philologist, looking to translate ancient precedents into modern subjects. His sculptors of Revolutionary War-era heroes, including Washington and Lafayette, stood in or around the United States Capitol for generations.

Horatio Greenough, George Washington, 1843. Image ca. 1899, Frances Benjamin Johnson. Library of Congress.

But when it came to architecture, Greenough was anything but a traditionalist. In his 1843 essay, “American Architecture,” he critiqued the nation’s architectural development to that point as a betrayal of the independent, enlightenment-based roots of the still-young country:

“The mind of this country has never been seriously applied to the subject of building. Intently engaged in matters of more pressing importance, we have been con tent to receive our notions of architecture as we have received the fashion of our garments, and the form of our entertainments, from Europe.”

For sculpture, looking to Europe was fine–making the case that our political roots lay in Greek and (Republican) Roman principles could be illustrated by, say, a sculpture of Washington in sandals and a toga. But architecture, Greenough thought, was fundamentally different. The purity of Greek temples lay in their essentially sculptural quality–they were primarily monuments, designed primarily to evoke spiritual and emotional reactions, not so much to house any sort of complex function. Attempting to adapt their simple, if articulate, forms to increasingly complex functions was, for Greenough, a mistake that had roots in the Roman world’s adoption of Greek styles to mismatched uses:

“If we trace architecture from its perfection, in the days of Pericles, to its manifest decay in the reign of Constantine, we shall find that one of the surest symptoms of decline was the adoption of admired forms and models for purposes not contemplated in their invention. The forum became a temple, the tribunal became a temple, the theatre was turned into a church; nay, the column, that organized member, that subordinate part, set up for itself, usurped unity, and was a monument!”

Virginia State Capitol, Richmond, VA. Thomas Jefferson and Charles-Louis Clérisseau, 1785-88. General Government and State Capitol Buildings series (N14) for Allen & Ginter Cigarettes Brands. Metropolitan Museum of Art/Wikimedia.

Greenough had in mind buildings like Jefferson’s Virginia State Capitol, based on the Roman temple at Nimes, France, which was, of course, already based on Greek precedents. The problem? Greek temples did not have the formal agility to reflect the more complicated functions of, say, a State Capitol (or, for that matter, a town bank). In trying to adopt forms to function, he wrote,


“…we have shorn them [Greek precedents] of their lateral colonnades, let them down from their dignified platform, pierced their walls for light, and, instead of the storied relief and the eloquent statue which enriched the frieze, and graced the pediment, we have made our chimney tops to peer over the broken profile, and tell by their rising smoke of the traffic and desecration of the interior.”

Greenough then extrapolated a broader program for American architecture from this complaint. Uniquely freed from what he saw as cultural constraints, he thought Greek temples and Gothic cathedrals would always be “strangers.” Worse, the speed with which America had to build and the lack of time and labor available to invest in the ornament and sculpture that articulated those monuments would always mean that our imitations would “depart from its original beauty and propriety as widely as the crippled gelding of a hackney coach differs from the bounding and neighing wild horse of the desert.”

First Congregational Church Old Saybrook, built 1840. MMDA Photos.

Instead, Greenough proposed, American architects should look to more universal examples:

Let us consult nature, and in the assurance that she will disclose a mine, richer than was ever dreamed of by the Greeks, in art as well as in philosophy…. If, as the first step in our search after the great principles of construction, we but observe the skeletons and skins of animals, through all the varieties of beast and bird, of fish and insect, are we not as forcibly struck by their variety as by their beauty? There is no arbitrary law of proportion, no unbending model of form….

Greenough also suggested another analogy, that of the machine–particularly the most advanced machines being built at the time, symbols of American engineering and technology:

Observe a ship at sea! Mark the majestic form of her hull as she rushes through the water, observe the graceful bend of her body, the gentle transition from round to flat, the grasp of her. keel, the leap of her bows, the symmetry and rich tracery of her spars and rigging, and those grand wind muscles, her sails! Behold an organization second only to that of an animal, obedient as the horse, swift as the stag, and bearing the burden of a thousand camels from pole to pole!  What Academy of Design, what research of connoisseurship, what imitation of the Greeks produced this marvel of construction?

These two models–nature and the machine–were also touted by the great French theorist Viollet-le-Duc as ideal sources for the new principles necessary to develop authentic architecture in the face of industrial construction and materials.

Greenough anticipated so much in this essay–there are echoes of Darwin in his description of natural adaptation–sixteen years before Origin of Species–and he uses the phrase “organic” to describe not a metaphorical inspiration from nature (buildings that ‘look like’ plants or animals) but an analogical one: “formed to meet the wants of their occupants.” Most remarked upon has been Greenough’s anticipation of Louis Sullivan’s “form follows function.” There’s no doubt that Sullivan knew of Greenough’s writings, but the 1896 “Tall Building Artistically Considered” was primarily a visual argument–“proud and soaring things.” Greenough goes slightly further, agreeing with Viollet-le-Duc that all aspects of the design, from massing and arrangement to proportion and detail, should rigorously adhere to functional precepts. Sullivan, remember, was Beaux-Arts trained, and buildings like the Wainwright in St. Louis retain some of his preference for symmetry, rhythm, and classical proportion. Greenough thought more radical aesthetic potential lay in throwing out all of these compositional niceties and finding, instead, architectural meaning and beauty within the principles underlying building:

“…let us begin from. the heart as a nucleus and work outward.; The most convenient size and arrangement of the rooms that are to constitute the building being fixed, the access of the light that may, of the air that must, be wanted; being provided for, we have the skeleton of our building. Nay, we have all excepting the dress. The connexion and order of parts, juxtaposed for convenience, cannot fail to speak of their relation and uses. As a group of idlers on the quay, if they grasp a rope to haul a vessel to the pier, are: united in harmonious action by the cord they seize, as the slowly yielding mass: forms a thorough bass to their livelier movement, so the unflinching adaptation of a building to its position and use gives, as a sure product of that adaptation, character, and expression.”

What would that look like? The closest example I can find that’s remotely contemporary is the work of H.H. Richardson, whose “romanesque” style certainly recalls ancient precedent, but in spirit more than detail. The semi-circular arches and peaked roofs that characterize his designs don’t have the academic adherence to Roman forms that, say, Jefferson’s did; instead, Richardson developed compositions out of functional arrangements, and ornamental styles out of the techniques used to shape the sandstone and granite that were native to the New England region in which he practiced. The Crane Library in Quincy, MA., is a great example of this; the functional division of the building–entry, stacks, reading room, staircase–is clearly the basis of the building’s asymmetrical, very not-Roman composition:

H.H. Richardson, Thomas Crane LIbrary, Quincy, MA. 1882. Photo by emw

Greenough concluded by arguing that a truly American architecture, a democratic one, would spring from this sort of plain-spokenness, a confidence that such honesty in massing, proportion, and detail would appeal to the particularly American common sense and that we, as a nation, would come to find beauty in functionality:

If this anatomic connexion and proportion has been attained in ships, in machines, and, in spite of false principles, in such buildings, as make a departure from it fatal, as in bridges and in scaffolding, why should we fear its immediate use in all construction? As its first result, the bank would have the physiognomy of a bank, the church would be recognized as such, nor would the billiard room and the chapel wear the same uniform of columns and pediment.

There was also a moral dimension to this argument. Dressing buildings up in styles and ornament that weren’t native or that were borrowed from another culture had the whiff of dishonesty to it, betraying (or, perhaps, instilling) a lack of character:

The monuments of Egypt and of Greece are sublime as expressions of their power and their feeling. The modern nation that appropriates them displays only wealth in so doing. The possession of means, not accompanied by the sense of propriety or feeling for the true, can do no more for a nation than it can do for an individual. The want of an illustrious ancestry may be compensated, fully compensated; but the purloining of the coat of arms of a defunct family, is intolerable.

That sense of unearned wealth hews nicely to the Protestant work ethic permeating much of early America–adopting the fancy ‘clothing’ of ancient models is an inheritance, not an achievement. Greenough closed with an appeal to another fundamentally American tenet, the right to express his opinion, and in so doing, he hinted that the Greek Revival architecture he was arguing against was unlikely to survive a rigorous, generational inquiry into what a truly “American Architecture” should be.

(Continued here.)

spring 2025 studio–consumers and century

Photo: Ken DeMuth

So, define “high-rise studio…”

Preservation folks will recognize the buildings in the back there as the cause du jour. The Century Building (front, Holabird and Roche, 1915) and its taller sibling, the Consumers (behind, Mundie & Jensen, 1913), were typical of the commercial buildings constructed along State Street as it enjoyed renewed status as the city’s main retail thoroughfare. The two aren’t particularly distinguished, but they’re almost perfect representatives of the type, with tall retail storefronts, convenience offices on the second and third floors, and repetitive lease space from there to the attics. The Century is almost unique in its neo-Gothic styling for its time–relentlessly vertical, as opposed to the more stolid Consumers, which is strictly Burnham-esque mercantile classicism.

Preservation Chicago

Unfortunately for the two buildings, they’re immediately adjacent to the Dirksen Federal Building and Courthouse. The GSA purchased them in other early 2000s and vacated them, seeing their proximity as a security risk. The two have sat, empty, ever since, with all the deterioration from a lack of occupancy that you’d expect. Preservation Chicago named the two to their 2023 “Most Endangered” list despite plenty of interest in converting their relatively small lease spans and floor plates into apartments.

The federal government made no secret of its plan to demolish the two, which would actually open up a more significant security issue. The City of Chicago, in response last year, landmarked the two back in April, 2024, essentially forcing the GSA’s hand. They responded with a Request for Proposals that comes with a handful of onerous restrictions, including a ban on residential programs, which they see as potentially providing bad actors with open views of the courthouse offices and loading operations on Quincy Street.

OK, fair enough, but what if…you could convince the GSA to design its way around those issues? That’s the premise of our spring studio–provide hotel and short-term apartment accommodation in the two buildings while taking the security concerns seriously. Last week, we met on site with Ken DeMuth of Pappageorge Haymes, one of the city’s leading designers in converting this era of skyscrapers into residential uses, as well as Mark Kuberski of Central Building and Preservation and Rachel Will of Wiss, Janney, Elstner–two of Chicago’s most knowledgeable preservation engineers, especially when it comes to the terra cotta cladding that (barely) covers the two towers.

Not surprisingly, the GSA was not enthusiastic about students touring the buildings, but Ken got us into the Pittsfield Building, where residential conversion plans have been ongoing, so we got to see first hand what a vacated office building of (about) the same era presents in terms of spaces and details–including a bucket-list level visit to the mechanical penthouse in the peak of the tower, which would provide any rooftop apartment with a ready-made conversation pit:

We’ll see what this group comes up with, but we’re hoping to show that there’s room for cleverness in addressing the real security issues here, and to be part of the conversation about how important saving even these, ‘vernacular commercial’ structures will be to maintaining the Loop’s sense of history.

Watch this space…

Fall 2024 studio–dwell78

Muntasir Hakim, Michael Zemaitis, and Anam Haque

My Integrated Design Studio this semester was a collaboration with Related Midwest that looked at the evolving plans for The 78, a 62-acre brownfield site that is just a half-mile south of the Loop along the Chicago River. Ann Thompson, Executive Vice President of Architecture and Design at Related Midwest, put together a proposed site and program and then hosted the studio for an introduction to their process at the start of the semester. Student teams thus had a real-world problem to solve and the fine-grain program information that gave them a high bar to reach in terms of efficiency–but also design quality.

Lufan Xu and Giovanni Almanza

Related’s brief to them was to design a 450-unit residential tower that was amenity-rich in terms of tenant and pedestrian experience. The site, at the corner of Clark and 15th Streets, isn’t much to look at now, but when we started the project,t it promised to become one of the most active intersections in the South Loop. A University-led research initiative, the Discovery Partners Institute, had announced plans for its research center, designed by OMA, for a block of the 78 development just southwest of our site, and last summer, the Chicago White Sox stated their interest in building a new stadium just northwest of our site. So, the issue is, how do you design for tech workers and 40,000 baseball fans? To add pressure to the project, there are plans for a new CTA Red Line stop right at Clark and 15th–so our site will likely become a heavily trafficked, vital circulation node in the neighborhood. Adding to the difficulty, a relocated pair of suburban rail lines will separate our site from the development along the river.

Sanchita Damle & Nidhi Naik

Design teams tackled the big program and the complex site with innovative ideas. Some began with the intersection itself, shaping their ground-level plans to house open plazas that could serve as ‘lobbies’ for the ballpark. Others addressed the problem of crossing the rail lines with ramping podiums that would add semi-public spaces for vendors or gameday retail.

Chang Chen & Ryan Chip

The towers took various forms, shaped by view corridors, daylighting strategies, and the desire to put an identifiable mark on the skyline that would be the 78’s signature. Midterm reviews and desk crits looked at structural schemes and facade palettes that called back to Chicago traditions like trussed tubes and terra cotta cladding, but all deployed in ways that would make sense for a 21st-century tower. We’re lucky at UIUC to have access to great engineering and construction expertise; students learn to take advantage of this early in their design process with clear results.

 Atousa Esmaeili & Prajwal Sagari Mahaveer

Ann and her team included a basketball court in their tenant amenities list, which became a signature in several projects–an opportunity to show off some structure, but also to think about how this very Chicago element could relate to the city. Grabbing a rebound 300′ in the air? Serious Air Jordan material.

We celebrated the end of the semester with a presentation to Related and other members of the profession and the public at the Chicago Architecture Center last week. It was a great chance for teams to get feedback and show off their work. CAC leadership and staff have been great about letting us bring the work done in Urbana-Champaign up to Chicago, and it’s always a good experience for students to present in esteemed surroundings. Thanks to everyone who made this happen and to a stellar bunch of designers who eagerly dove into a genuinely challenging project.

 Atousa Esmaeili & Prajwal Sagari Mahaveer

Chicago Temple and the City’s Zoning Code

A 400-foot version of the Chicago Temple, as published in the Tribune, March 26, 1922

I was honored to be part of the Chicago Temple’s 100th birthday celebrations earlier this month.  UIC’s Robert Bruegmann, Lee Bey from the Sun-Times, and the Chicago History Museum’s Rebekah Coffman, and I all offered context to the 556-foot skyscraper church (or is that skyscraper/church?).  I’ve written about the Temple in Chicago Skyscrapers, 1871-1934 and on ArchitectureFarm here; this was a chance to dive more deeply into the politics—and scandal!—surrounding the tower’s permitting and its ultimate effect on the city’s skyline.

“METHODISTS SEE DREAM REALIZED IN LOOP TEMPLE,” announced headlines in the Chicago Tribune in March 1922, alongside a rendering showing a skyscraper church—260 feet of commercial office space sandwiched between a new sanctuary for the First Methodist Episcopal Church on the ground floor, and a 140-foot spire atop the commercial block.[1]

The early 1920s were banner years for skyscraper construction, but Chicago’s efforts were hindered by a building code that had resolutely capped building height.  While the limit was raised and lowered several times, it hovered between 200 and 265 feet during the 1910s, frustrating downtown developers with the technology to build higher.  Led by landowners in surrounding wards who sought to “press out” the Loop’s land value, the building height limit left Chicago a city of flat tops, far lower than the 792-foot tall Woolworth Building that New York boasted.  Completed in 1913, it wrested the title of “world’s tallest” from Chicago—seemingly for good.

The city grudgingly allowed an exception in 1920, permitting “spires” to rise above the absolute limit (then set at 260 feet) to 400 feet, provided they did not occupy more than 25% of the “building frontage.”  The Wrigley Building, designed by Graham, Anderson, Probst, and White and completed in 1921, was the first and most visible tower to exploit this loophole.  Holabird and Roche, the architects for the Chicago Temple, proposed this strategy for the new building; the commercial block would touch the cornice height restriction, while the spire would exactly hit the ultimate 400’ limit. 

The 400-foot tall spire atop Graham, Anderson, Probst, and White’s Wrigley Building.

Within a month, however, Chicago’s Building Commissioner, C.A. Bostrom, announced that the Methodists’ permit would be denied.  The tower’s width was based on 25% of the total frontage of the lot along Washington and Clark Streets.  The code, Bostrom argued, required the spire’s width to be based only on the main frontage.  Given the skinny lot’s frontage on Washington, the spire could, effectively, be nothing more than a flagpole.  Just one day later, however, Bostrom seemed to relent and then, after eight months, announced that the Church had been granted a permit for a 556-foot spire—a foot taller than the Washington Monument and far taller than any building in Chicago, religious or commercial.

Other building owners were apoplectic at this exception—far beyond anything permitted up to that point in the city.  The Tribune, which had just announced its code-compliant tower and spire, designed by Hood and Howells to reach precisely 400 feet with its gothic tower centered in the plan and exactly 25% as wide as its main front, was particularly vexed.  “The Methodists,” the paper wrote, “have found the way to break through the 400-foot crust which truncates Chicago architecture.” 

Alternate versions of the Tribune Tower prepared by Hood and Howells after the Chicago Temple exception was announced, James O’Donnell, Bennett. “M. E. Building Opens New Era Of Sky Scrapers.” Chicago Daily Tribune, Dec 27, 1922. 1.

“In obtaining the grant of this spectacular exception to the provisions of the existing building ordinance the Methodists have done a big thing for art and inspiration in Chicago. Its value as a precedent is obvious and will prove a source of encouragement to architects…

“Meanwhile the ordinance stands just as it did.  Every exception to it that is made in behalf of builders and of art must be a special order of council.  That many such exceptions can be made without causing tedious and costly litigation seems improbable.  In short, the projectors of the great temple in the loop have brought to a head a situation that long has been commercially irksome and artistically deadening.  Thorough revision of an ordinance which creates conditions so benighted now appears inevitable.”[2]

The paper commissioned Hood and Howells to draw up versions of the Tribune Tower at 570 and 650 feet high.  “The churchmen will find that there are others who have as much at heart as they have in the cause of beauty in city buildings,” they wrote, threatening to beat the Methodists to the title of the tallest building in Chicago.

The revised Temple with its 556-foot tall spire.

What happened?  Why would the Temple receive permission not just to build their planned design but also to exceed the limitations of every other city tower?  The answer may lie in news reports of the original denial.  Just after Bostrom’s initial decision, reporters queried whether “the difficulties over the permit have any connection with the refusal of the Methodist ministers to indorse the Rev. John H. Williamson, city hall law enforcer, whose please for law enforcement have been mingled with speeches lauding Mayor Thompson.”[3]

William Hale “Big Bill” Thompson, Mayor of Chicago 1915-1923 and 1927-1931. (Wikimedia)

Therein lies a tale, one that could only happen in Chicago.  Mayor Thompson was William Hale Thompson, by later accounts, “not only the most corrupt politician in America but the most corrupt politician in Chicago.”  Thompson, a “non-practicing Methodist” by his admission, had risen to power in 1915 partly by courting the “temperance vote,” a bloc of largely Methodist voters who pushed for prohibition.  His campaign had promised to enforce Sunday blue laws that were already on the books but widely ignored, and the early years of his mayoralty were marked by a prominent campaign to do so.  Keen to hang on to this vital demographic, Thompson campaigned for re-election in 1919 by appealing directly to the Methodists in campaign rallies, some of them held within the First Church itself.  Clergy grew increasingly skeptical as they saw saloons remaining suspiciously open on Sundays, drawing connections between those and a notoriously corrupt police force led by Commissioner F.W. Fitzmorris.

As the next election drew near, Thompson responded by installing a Methodist minister, Rev. Williamson, as a “super law enforcer.”  Williamson drew a $10,000 salary with no clear portfolio of responsibilities, but he was brought out to stand with the Mayor and denounce alcohol and other vices regularly.  First Methodist minister, John Thompson, finally had enough, declaring in March 1922 that Williamson’s hire had been mere window dressing—“a political trick and not on the square,” in his words.[4]  Williamson, for his part, seems not to have understood his assignment.  Throughout the summer, he announced investigations into bribes paid by saloon owners and a gambling ring run by higher-ups in the police force.  Thompson summarily fired Williamson, and in early December, he implicated the Mayor and Police Commissioner in a prostitution ring being run in the Levee, the city’s vice district.[5]  Fitzmorris resigned.  Thompson announced in January 1923 that he would not run for Mayor again.[6]  All of this took place while the controversy over the Methodist’s tower simmered behind the closed doors of the Building Department.  There is no direct evidence that the Methodists were “squeezed” in April when Bostrom denied their permit or that the 556-foot exception was granted to buy their goodwill amid a lurid Mayoral scandal, even by Chicago standards.  However, it is hard not to see those decisions in this context.

William E. Dever (D) and Arthur Lueder (R), two reform candidates seeking to sweep out the corruption that plagued the first Thompson administration.

 The April 1923 election was a race between two candidates promising to clean up city government and to put the brakes on the development that threatened, to many, to change the Loop and its surroundings into “Skyscraperville.”  William E. Dever, a former judge, ran as a Democrat against Thompson’s replacement, a city tax assessor named Arthur Lueder.  While the Tribune campaigned for “a realtor for Mayor,” hoping that Lueder would continue Thompson’s laissez-faire approach to development, Dever, however, won handily.

Chicago’s city council was also radically reshaped in that election as the aldermanic structure changed from 35 wards with two representatives each to 50 wards with just one alderman apiece.  About to be swept out wholesale, the departing council rushed through the city’s new Zoning Ordinance, which the city’s Real Estate Board had primarily assembled.  Initially recommending a strict 265-foot limit, the Board had made a last-minute suggestion, authored by architect George Nimmons, that would allow “setbacks” above this cornice as long as they met certain area limitations and were contained within a 4:1 slope measured vertically from the cornice limit.  Two days after the election, the lame-duck city council enacted the new Ordinance with this exception, but—in what was perhaps a spirit of generosity or an effort to please developers and owners who might be convinced to fund departing aldermen’s future campaign coffers—they increased Nimmons’ recommended slope to 10:1.  The resulting “block and towers,” “setback skyscrapers,” or “streamlined pylons” quickly became a signature of Chicago during the roaring 20s, marking, in particular, the panorama surrounding the newly finished Michigan Avenue Bridge; The London Guarantee Building, 333 N. Michigan, Mather Tower, and the Jeweler’s Building all feature cornices at 265 feet, with towers above that—often precisely—meet the setback lines of the expanded “Nimmons Loophole.” 

The original Zoning Ordinance envelope for the “5th Volume District,” or downtown, featured a strict cutoff at 264′-0″ with only small exceptions for roof cornices.
The “Nimmons Loophole,” extended from a 4:1 slope to a 10:1 slope, permitted the “block and tower” and “pylon” arrangements that are now signatures of 1920s Chicago.
The ultimate legacy of the Temple’s height exemption may be the panorama around the Michigan Avenue Bridge, which opened in 1923 and spurred the development of former warehouse sites after the new zoning code passed. In addition to legacy buildings such as the Wrigley (right) and the London Guarantee Building (center), 333 N. Michigan (far left), Mather Tower (behind London Guarantee), and the Jeweler’s Building (right of center) all interpreted the 10:1 setback lines differently.

POSTSCRIPT:  Prohibition passed nationally in 1920.  After publicly re-confirming his Methodist faith, William Hale Thompson survived the vice scandal and was re-elected as Chicago’s Mayor, defeating William Dever in 1927.  Thompson’s campaign was partly bankrolled by proceeds from bootlegging operations in Chicago.  The Chicago Temple remained the tallest building in Chicago until 1930 when the 605’ Board of Trade opened.


[1] Norton, W. B. “Loop’s Spiritual Fortress: Methodists See Dream Realized in Loop Temple.” Chicago Daily Tribune, Mar 26, 1922. 6.

[2] James O’Donnell, Bennett. “M. E. Building Opens New Era Of Sky Scrapers.” Chicago Daily Tribune, Dec 27, 1922. 1.

[3] “New First M. E. Church Permit Tangle Bared.” Chicago Daily Tribune, Apr 28, 1922. 7.

[4] Norton, W. B. “Seeks Probe Of Appointment of Rev. Williamson: M. E. Pastor Sees Joker in Enforcer Job.” Chicago Daily Tribune, Mar 20, 1922. 10

[5] “Rev. Williamson Hears ‘High Cops’ Take Vice Graft: So Enforcer Aims To Start Something.” Chicago Daily Tribune, Sep 07, 1922. 17.

[6] “Thompson Won’t Run Again: Mayor Quits Race.” Chicago Daily Tribune, Jan 26, 1923. 1.