Great Achievements notable structural engineers Alfred Pancoast Boller A Gentleman of the Highest Type By Frank Griggs, Jr., Ph.D., P.E., P.L.S.

lfred Boller was born in After bankruptcy of the company, Alfred , Pennsylvania on opened his own office in New York City. In February 23, 1840. After attending 1876, he published Practical treatise on the local schools, he received an A.B. construction of iron highway , for the Afrom the University of Pennsylvania 1858 and use of town committees. This comprehensive a C.E. degree from Rensselaer Polytechnic little book expanded his reputation and led Institute in Troy, New York in 1861. to many commissions to build bridges in the ® Alfred began his engineering career as a northeastern United States. A. P. Boller. surveyor mapping anthracite coalfields for Boller’s first large was across the It was opened to traffic August 24, 1905. the Lehigh Coal and Navigation Company Hudson River at Troy, New York. It had long His next bridge over the Harlem was the in Pennsylvania and in 1863 joined the fixed Whipple double intersection spans University Heights Bridge, 1908 (formerly Department of Bridges of the Philadelphia of 244, 244 and 226 feet, with the swing span the Harlem Ship Channel Bridge). Although and Erie Railroad Company. On April 24, being 258 feet.Copyright it was not fully completed, it opened to traf- 1864 he married Katherine Newbold. They In 1882, he designed and built the Albany fic January 8, 1908. His last bridge over the had five children while living in East Orange, and Greenbush Bridge across the Hudson was the . River to carry carriages and pedestrians on a built in 1910. It is a four-lane swing bridge, In 1865, Boller built a suspension high- lower deck and a railroad on an upper deck. carrying traffic between Madison and Fifth way bridge at Williamsport, Pennsylvania The Phoenix Bridge Company fabricated Avenues, East 138th Street in Manhattan and across the Susquehanna River that lasted steel for the bridge that had a swing span of East 138th Street and Grand Concourse in the until 1886, when he designed a replacement 401 feet, flanked by fixed spans of 252 feet. Bronx. It opened July 18, 1910. span. In 1866, he was appointed Engineer of It opened January 24, 1882 and was replaced Boller designed a major swing bridge over Bridges on the Atlantic and Great Western by a lift bridge in 1933 without ever carry- St. Louis Bay at Duluth, Minnesota in 1897 Railroad. Later he became Chief Engineer of ing traffic on its upper deck. In 1890, Alfred for the Great Northern Railroad. It opened the Hudson River Railroad for a short time. designedmagazine and built foundations for the Arthur July 13, 1897 and was the fourth longest, Then he and Samuel MillikinS became T agents RKill Bridge U connecting C New JerseyT to StatenU R E 491 feet, swing bridge in the United States of the Phoenix Iron Company. During the Island, New York. It was the longest swing when built. It was, unfortunately, struck by a four years of this partnership, Alfred built the bridge in the United States. His most well steamer in 1906 and collapsed into the Bay. Bridgeport, Bridge, the first of known swing bridge was the Thames River Two years later he designed a swing bridge many swing bridges he designed. The swing Bridge built in New London, Connecticut across the River at Little Rock for span was 210 feet long, with the entire bridge to cross the . Construction the Choctaw and Memphis Railroad. It con- being 845 feet long. started in June 1888 and was completed in 16 sisted of three fixed spans and a swing span In 1871, Boller became Vice-President and months, with a grand opening October 10, with a total length of 1,614 feet. The bridge Engineer of the Phillipsburg Manufacturing 1889. With its 503-foot swing span, it was opened December 10, 1899. In 1972, the Company in New Jersey. He built the Central designed to carry two tracks and remained the swing span was replaced by a vertical lift span. Avenue Bridge over the Morris in longest swing span in the country until 1893. The bridge is currently scheduled to reopen Newark, New Jersey in 1871, the High Bridge In 1881, Boller began a long association with as a pedestrian bridge to serve the Clinton across the Passaic River in Chatham, New swing bridges across the Harlem River in New Presidential Library. Jersey in 1874 and designed, but did not York City. His first bridge was built for West In 1898, Boller formed a partnership with build, the Eastern Avenue (later the Congress Side and Yonkers Railway. It had a 300-foot Henry M. Hodge under the name of Boller Street) Bridge across Fort Point Channel in swing span and 10 deck truss approach spans and Hodge. Two of their major bridges were in the same year. ranging in length from 58 to 100 feet. He bridges for the Pittsburgh, Carnegie designed the Park Avenue Bridge in 1891, a & Western Railroad, commonly called the four-track swing bridge, the Broadway Bridge Wabash line. They were the Wabash Bridge in 1895 and the Macomb’s Dam Swing Bridge across the Monongahela River at Pittsburgh in 1895. The latter bridge is a rim-bearing and the Mingo Junction Bridge across the swing bridge, with a total length swing span Ohio River. of 412 feet, allowing 150 feet of clearance When completed, the 812-foot span bridge on each side of the swing span pier and 25 exceeded the span of Morison’s Memphis feet of vertical clearance. The bridge opened Bridge by 22 feet and held the title of the to traffic May 1, 1895 and still serves today. longest in the country and In 1905, Alfred designed the 45th Street third longest in the world. Unfortunately, Bridge with work beginning April 1901. Thames River Bridge. business was not what was expected. The

STRUCTURE magazine38 November 2011 STRUCTURE magazine to some earlier Gustav Lindenthal plans. The Familiar with the technical side of the art and bridge would carry eight tracks, two 36-foot science, he was especially noted for his practi- wide roadways and two 8-foot sidewalks. cal good sense and sound judgment. Not a In 1911 Boller and Hodge designed the few of his bridges were characterized by their Connecticut River Bridge at Old Saybrook- originality and boldness of design…Mr. Boller Old Lyme, Connecticut. This 1,800-foot was especially well qualified by natural endow- long deck bridge included a double Scherzer ments, culture, and training for his vocation. Rolling Lift span. His mind was keen, logical, and persistent. The engineer Edward Bush and Boller con- His judgments and opinions were the result sidered both the Rolling Lift Bridge and a of careful and deliberate consideration, rather Municipal Bridge, now called the MacArthur Bridge. swing bridge but determined “the Scherzer than of hasty impulse or impression…His Rolling Lift type best fitted our local condi- appreciation of architectural symmetry had line was abandoned and the bridge removed tions, and also made a better looking bridge.” a marked influence on his bridge designs, his for scrap during World War II. The Mingo It was removed in 1948 and replaced by the constant effort being to combine technical Junction Bridge was built for the Cross Creek Raymond Baldwin Bridge at the same site. principles and practical utility with symmetri- Railroad. Its design was very similar to that In the same year they built a for the cal and pleasing® outlines.” of the Monongahela River Bridge. The total Algoma Central and Hudson Bay Railroad in His obituary in Engineering News ended bridge length was 1,296.5 feet with anchor Canada, 91 miles north of Sault St. Marie, with, “The structures he built will form last- arms of 298.5 feet cantilever arms of 194.75 where the railroad crossed Agawa Canyon ing monuments to him, as they are in many feet and a suspended span at 310.5 feet in formed by the Montreal River. They had cases the greatest of their type so far built… length, making the central span approxi- designed a viaduct 1,550 feet long and up to He was both an engineer and a gentlemen of mately 700 feet. It still serves today. 130 feet highCopyright with sharp curves at each end the highest type, and all who knew him will From 1900 to 1906, Boller worked on a in 1901, but due to funding problems its earnestly join in the commendation, ‘Well design for a monumental bridge to commem- construction was delayed. It opened for travel done, good and faithful servant.’”▪ orate the 300th anniversary of Henry Hudson’s in October 1911 and still serves. discovery of the river named after him. His A municipally owned bridge across the first design was a three hinged, relatively short at St. Louis to compete Dr. Griggs specializes in the restoration span, trussed arch with monumental masonry with the Eads and other bridges was con- of historic bridges, having restored many portals on each abutment and multiple span sidered as early as 1906, when a bill was 19th Century cast and wrought iron masonry arches on the approaches. On April submitted to Congress with the city autho- bridges. He was formerly Director of 9, 1906, the Board of Estimate appropriated rizing the sale of bonds to build it. Boller Historic Bridge Programs for Clough, $3,000,000 to build an updated design with a and Hodge submitted their plans, which Harbour & Associates LLP in Albany, longer span arch and no monumental portal. weremagazine approved on May 20, 1909 with con- NY, and is now an independent In spite of support of the BoardS of Estimate,T Rstruction Uwork starting C in lateT 1909. TheyU ConsultingR Engineer.E Dr. Griggs can be the Bridge Department and the New York designed three channel spans of 688 feet, reached at [email protected]. Times, the Art Commission rejected the the longest simple in the world, with plans. It would be 20 years before construc- railroad tracks on the lower level and road- tion started on a bridge at the site. ways for carriages and walkways on the Boller was then serving as a consulting engi- upper level. The total length of bridge, neer on a masonry at Hartford, including approaches, was 18,261 feet IRVINE INSTITUTE OF TECHNOLOGY Connecticut, now called the Bulkeley Bridge. and was opened January 20, 1917. C.V. Chelapati, Ph.D., P.E., F.ASCE PE/SE License Seminars – Webcast – Nationwide/Worldwide He and the bridge architect studied numer- The bridge was renamed the General Guaranteed Pass or 1 year of free archives ous ancient European bridges, and decided Douglas MacArthur Bridge in 1942 and NCEES, SE Vertical, SE Lateral – 16 hour visit www.structuremag.org ADVERTISEMENTInformation, – For Advertiser Also – PE (Civil), PEME, PEEE (Power), PEEE (Computer), PEEE (Electr), PE (Env), that uncomplicated geometry and restrained is currently scheduled for demolition. P (949) 585-9137 Surveying (FS, PS), PMP, Contracts and Legal, CA Seismic architectural detailing would create the proper In 1912, Howard C. Baird, who was F (949) 585-9126 and CA Survey www.irvine-institute.org sense of “strength, beauty and dignity.” “The connected with work of the office for Bulkeley Bridge’s tremendous scale, plain but some time, was admitted to the firm. graceful lines, arched form, and simple classical Construction work was then completed ornament make it one of the state’s pre-emi- on a number of structures, including nent examples of Neo-Classical architecture.” the Municipal Bridge at St. Louis, the In 1909, Boller and Hodge were appointed bridge over the Connecticut IITRiver advertisement.indd at The 1 easiest to use software for calculating 5/10/2011 2:33:39 PM engineers for the Port Authority of New York East Haddam, Connecticut, and the wind, seismic, snow and other loadings for and New Jersey. One of their first findings concrete bridge over the Hillsborough IBC, ASCE7, and all state codes based on was, “All things considered, it is the firm opin- River at Tampa, Florida. These bridges these codes ($195.00). ion of your engineer that a bridge located were designed prior to Boller’s death, Tilt-up Concrete Wall Panels ($95.00). th in the neighborhood of 59 Street will best so it is likely he was involved. Floor Vibration for Steel Beams and Joists conform to the needs of population density Boller died December 9, 1912. His ($100.00). and requirements on both sides of the river, memoir in the Transactions of ASCE and such location is recommended for adop- noted he was “recognized as standing Concrete beams with torsion ($45.00). tion.” In their 1913 report they proposed a in the front rank of structural engineers Demos at: 2,880-foot span braced eye-bar plan similar and as an expert in bridge engineering. www.struware.com

November 2011 STRUCTURE magazine39 November 2011