|Locale||Boston, Massachusetts to Cambridge, Massachusetts, USA|
|Maintained by||Massachusetts Department of Transportation (MassDOT)|
|Design||haunched girder bridge|
|Total length||659.82 meters (2,164.76 ft; 387.72 sm)1 (roadway)
364.4 smoots ± one ear (620 m) (sidewalk from Storrow Drive to Cambridge only)
|Width||21.13 meters (69.32 ft; 12.42 sm) (total width)1
15.8 meters (51.8 ft; 9.3 sm) (roadway)2
|Load limit||78.4 metric tons (86.4 short tons)2|
|Clearance below||3.7 meters (12 ft)2|
|Daily traffic||49,000 as of 20052|
|Closed||1983 (temporary closure for repairs)|
The Harvard Bridge (also known locally as the MIT Bridge, the Massachusetts Avenue Bridge, and the "Mass. Ave." Bridge) is a steel haunched girder bridge between Back Bay, Boston to Cambridge, Massachusetts, USA, carrying Massachusetts Avenue (Route 2A) over the Charles River. It is the longest bridge over the Charles River at 659.82 meters (2,164.8 ft).1 It is locally known for being measured, inaccurately, in the idiosyncratic unit of length called the smoot.45
After several legislative attempts fraught with antipathy on the part of Boston, it was finally built between 1887 and 1891 with a swing span by Boston and Cambridge, Massachusetts.6 The bridge was revised over the years until its superstructure was completely replaced in the late 1980s due to unacceptable vibration and the collapse of a similar bridge. The bridge was named for the Reverend John Harvard.7
In the Acts of 1874, the Massachusetts Legislature passed Chapters 175 and 314 to authorize the construction of a bridge between Boston and Cambridge.8 Nothing further happened until 1882, when a follow-up law, Acts of 1882, Chapter 155, with more specifics was enacted. The location was expressed as9
Acts of 1882, Chapter 155, Section 1: The cities of Boston and Cambridge are authorized to construct a bridge and avenue across Charles river, from a point on Beacon street, in Boston, to a point in Cambridge, west of the westerly line of the Boston and Albany railroad. ... to the limitation that the line thereof shall not be north-east of a line drawn from the junction of Beacon street and West Chester park, in Boston, to the junction of the harbor line with Front Street, extended, in Cambridge, nor south-west of a line drawn from the junction of Beacon street, Brookline avenue and Brighton avenue, in Boston, to the junction of the Boston and Albany railroad with Putnam avenue, extended, in Cambridge.
The bridge was to have a draw with an opening of at least 38 feet (12 m).9 Boston did not like this Act, mainly because it did not provide for an overhead crossing of the Grand Junction Branch of the Boston and Albany Railroad. So nothing happened until the Act was amended by Acts of 1885, Chapter 129, which changed the draw to a clear opening of at least 36 feet (11 m) and no more, until the other bridges below the proposed location were required to have a larger opening.10 Still nothing happened, until the City of Cambridge petitioned the Massachusetts Legislature in 1887 to compel Boston to proceed. This resulted in Acts of 1887, Chapter 282, which was mandatory for both cities. It required that each city pay for half the bridge, and allowed Boston to raise up to US$250,000 (US$6,500,000 with inflation11) for this purpose, in excess of its debt limit. This implied an estimated cost of US$500,000 (US$13,000,000 with inflation11) for the bridge.
The Act authorized a commission to build the bridge. The commission was to consist of the mayors of Boston and Cambridge plus one additional person to be appointed by the mayors. If the mayors failed to appoint a third commissioner, the governor was to do it for them.12 The mayors of Boston and Cambridge, Hugh O'Brien and William E. Russell, appointed Leander Greeley of Cambridge as the third commissioner.13 This changed over time.14
|Year(s)||Mayor of Boston||Mayor of Cambridge||Third Commissioner|
|1887–1888||Hugh O'Brien||William E. Russell||Leander Greeley|
|1889–1890||Thomas N. Hart||Henry H. Gilmore|
|1891||Nathan Matthews, Jr.||Alpheus B. Alger||Leander Greeley (died 15 February 189115 or 16 February 189116)
George W. Gale
The expectations of having built the bridge were clear.15
The effect that the bridge will have upon both cities is obvious. The low land and marshes on the Cambridge side, formerly almost valueless, have been filled in and have become valuable; and Cambridge is now connected with the choicest residential portions of Boston. The residents of the Back Bay, South End, Roxbury, and other southern sections of Boston are now connected directly, by way of West Chester park and the bridge, with Cambridge, Belmont, Arlington, and adjacent towns; and this thoroughfare in Boston, it is believed, will ultimately be the central one of the city.
The Acts of 1887 declared the bridge to be a wooden pile structure with stone pavement for the first 200 feet (61 m) because the Charles River Embankment extension was expected to take that space, but that was changed such that the whole distance would be of iron spans on stone piers. The general plans were approved on 14 July 1887.17 The engineers were William Jackson (Boston City Engineer), John E. Cheney (assistant Boston City Engineer), Samuel E. Tinkham (assistant engineer), and Nathan S. Brock (assistant engineer at bridge).18
The subsurface conditions at the bridge location are extreme. Much of Boston is underlain with clay, but the situation at the bridge is exacerbated by a fault which roughly follows the path of the Charles River itself. From a depth of approximately 200 to 300 feet (60 to 90 m) below existing ground, is a very dense till composed of gravel and boulders with a silt-clay matrix. Above that to approximately 30 feet (9 m) below the surface is Boston blue clay (BBC). Over this are thin layers of sand, gravel, and fill. The BBC is overconsolidated up to a depth of approximately 70 feet (20 m).19
The substructure originally consisted of two masonry abutments and twenty-three masonry piers, as well as one pile foundation with a fender pier for the draw span. The superstructure was originally twenty-three cantilevered fixed spans and suspended spans, of plate girders with one swing span.20 The Boston abutment rests on vertical piles, while the Cambridge end is directly on gravel.19
Originally, the bridge was built across the Charles River connecting West Chester Park, in Boston, with Front Street, in Cambridge. This is now called Massachusetts Avenue on both sides of the river. As originally built, the total length between centers of bearings on abutments was 2,164 feet 9 inches (659.82 m) with a draw 48 feet 4 inches (14.73 m) wide between centers. The width of the bridge was 69 feet 4 inches (21.13 m) except near and on the draw.21
The bridge as built was composed of fixed and suspended spans roughly 75 feet (23 m) long and piers 90 feet (27 m) apart, center to center.22 The span lengths alternated between 75 and 105 feet (23 and 32 m). The longer spans were cantilevered, while the shorter spans were suspended between the cantilevers.19
The original roadway contained two lanes for horse-drawn vehicles and two street car tracks, for a total width of 51.0 feet (15.5 m). There were also two 9-foot-2-inch (2.79 m) sidewalks.6 The original roadway and sidewalk stringers were of wood, with an approximately 1.25-inch (32 mm) thick covering of asphalt on the sidewalk.6
The exception was at the swing span, which was 48 feet (15 m) wide. This span was approximately 149 feet (45 m) long, and sat on a wooden pier. It was a double-cantilevered, electrically-driven structure also carrying a bridge caretaker's house.6
The bridge was named for the Reverend John Harvard, for whom Harvard University is also named, rather than after the university itself.a Other names suggested included Blaxton, Chester, Shawmut, and Longfellow.7b John Harvard was an early donor to what later became the university; not, as is often assumed, its founder.24
Possibly due to its proximity to the bridge, there have been a number of tales reported at MIT as to how the bridge came to be named "Harvard", all apocryphal. The Harvard Bridge was first constructed in 1891. MIT did not move to its current location adjacent to the bridge until 1916.25
The bridge was declared unsafe in 1909, requiring all of the iron and steel to be replaced. The draw was elevated slightly and the trolley rails were replaced as well.28
When the Metropolitan District Commission (MDC) took control of the bridge in 1924, they rebuilt much of the bridge superstructure. They replaced the wooden stringers with steel "I" beams, topped wooden deck elements with concrete and brick, and replaced the street car rails.6 Structural steel hangers replaced wrought iron. The swing span was converted into two 75-foot (23 m) fixed spans the same width as the rest of the bridge. The wooden pier was heavily modified with concrete and stone to make it resemble the other piers, increasing the number of stone piers from 23 to 24.1929
The bridge was often known as the "Xylophone Bridge" because of the sound its wooden decking made when traffic traveled over it. This decking was replaced in 1949 with 3-inch (76 mm) concrete-filled "I-beam lok" grating topped with a 2.25-inch (57 mm) thick bituminous wearing surface. At this time, all bearings were replaced, and the trolley car tracks were removed, as were granite blocks. The trolley car poles were reused for street lights. Ramps between the bridge and the under-construction Storrow Drive were added.4
An engineering study was performed by the Metropolitan District Commission (later merged into the Department of Conservation and Recreation) in 1971-1972 due to complaints by bridge users of excessive vibration.431 The bridge was found to be understrength for its load. Before the final study was complete, the recommendation was to place a load limit of 8 short tons (7.3 t) per axle and a total of 15 short tons (14 t) per vehicle, or to restrict trucks to the interior lanes, where the bridge was stronger. A 25-short-ton (23 t) limit was imposed.32
Suggestions made included strengthening the existing structure by adding either struts or plates to make the existing four beams along the length of the bridge into a stiffening truss, or to replace the superstructure with a new one, made of either steel or concrete, which would be up to current standards.31 The recommendation was to replace the superstructure with one weighing approximately the same in order to reuse the piers, which were in good condition.32
The reasoning was that the cost of a new structure could be predicted much more easily than the cost of repairing and reinforcing the existing bridge. The resulting new bridge would be of known materials and quality, such as ductile structural steel rather than brittle wrought iron, and rated at AASHO HS-20. Repairing the existing structure would leave old wrought iron of uncertain quality and condition standing, and would not bring the design up to (then) current standards.32 Detailed engineering calculations were included.33 The price was estimated at 2.5 million to 3 million U.S. dollars32 (US$14,000,000 to US$17,000,000 with inflation11).
The action taken based on this study was to establish load restrictions on the bridge, 15 short tons (14 t) in the outer lanes, 25 short tons (23 t) on the inner lanes. This was expanded in 1979 to a flat limit of 15 short tons (14 t) on the whole bridge.34
After the failure of the Mianus River Bridge at Greenwich, Connecticut in 1983, the Harvard Bridge was shut down and inspected because it contained similar elements, specifically the suspended spans.3536 Traffic was restricted to the inner two lanes due to the discovery of two failed hangers on span 14. A few days later, all trucks and buses were banned from the bridge.34
In 1986, a report was published containing the plan to replace the superstructure on the existing supports. Alternatives considered were very similar to the 1972 report, and were similarly decided.37 Structural modifications included an upgrade from four longitudinal girders to six of the same shape, elimination of ramp "B", and replacement of a stairway with a handicapped pedestrian ramp on the Boston end of the bridge.38
The historic value of the bridge was considered significant, so the plan was to make the replacement superstructure appear similar, with similar railing and lighting. In order to document the pre-existing structure, a Historic American Engineering Record (HAER) would be prepared.39
Ramp "B", from southbound (Boston bound) bridge lanes to eastbound Storrow Drive, caused traffic to merge onto Storrow Drive from the left (high speed) lanes using a short acceleration lane, causing safety issues. The MDC requested elimination of this ramp. Compared to overall bridge traffic of 30,000 vehicles per day, traffic on ramp B was found to be low, approximately 1,500 vehicles per day with a peak of 120 vehicles per hour.40
Pier 12 was exhibiting inappropriate movement and was scheduled for reinforcement.41
The work would be done in two phases. Phase 1 would reinforce the downstream side of the bridge to allow MBTA bus traffic, and was expected to take 5 months. Most of this effort would be spent on the underside of the bridge and would not affect existing traffic. Phase 2 would replace the entire superstructure and was expected to take three construction seasons to implement. Cost was estimated to be US$20M41 (US$43,000,000 with inflation11). Phase 1 finished in 1987, and Phase 2 in 1990.42
The Harvard Bridge is measured, locally, in smoots.
In 1958, members of the Lambda Chi Alpha fraternity at MIT measured the bridge's eastern sidewalk by carrying or dragging the shortest pledge that year, Oliver Smoot (who later became president of the International Organization for Standardization), end over end.45
Crossing pedestrians are informed by length markers painted at 10-smoot intervals that the bridge is 364.4 smoots long, "plus one ear". The qualifier "plus or minus" was originally intended to express measurement uncertainty,43 but over the years the words "or minus" have gone missing in many citations, including the markings on the bridge itself.44 The marks are repainted twice each year by members of the fraternity.445
During the reconstruction in the 1980s, the smoot markings were repainted on the new deck, and the sidewalks were divided into smoot-length slabs rather than the standard six feet.46 The Cambridge police use the smoot marks as a coordinate system when reporting accidents on the bridge.47
Given that Smoot was 5 feet 7 inches (1.702 m) tall in 1958, the given measurement in smoots of 364.4 yields a "bridge length" of about 620 meters (2,030 ft). Published sources121 give the length of the bridge as approximately 660 meters (2,170 ft). The difference in length between the sidewalk markings and the published figure represents a 40-meter (130 ft) discrepancy.
- Harvard Bridge at Structurae
- Department of Conservation and Recreation National Bridge Inventory (2012). "Place Name: Boston, Massachusetts; NBI Structure Number: 417208078401120; Facility Carried: Route 2A; Feature Intersected: Charles River". Nationalbridges.com (Alexander Svirsky). Retrieved 2012-03-28.
- Alger and Matthews, p. 15
- HAER, p. 5
- This Month in MIT History, "The Tech", volume 119, number 49
- HAER, p. 3
- Alger and Matthews, p. 14
- Alger and Matthews, p. 5
- Alger and Matthews, pp. 5-6
- Alger and Matthews, p. 9
- Consumer Price Index (estimate) 1800–2013. Federal Reserve Bank of Minneapolis. Retrieved March 31, 2013.
- Alger and Matthews, pp. 10-12
- Alger and Matthews, p. 13
- Alger and Matthews, p. 31
- Alger and Matthews, p. 30
- "Recent Deaths". Boston Evening Transcript. Boston, Massachusetts: Boston Transcript Company. 16 February 1891. p. 2. Retrieved 17 April 2012. "Mr. Leander Greeley, a prominent master builder of Boston and Cambridge and one of the three Harvard Bridge Commissioners, died this morning. Mr. Greeley, who in health was a man of fine physique, had of late been subject to ailments for which he had sought Florida as a relief. He was an enterprising and public-spirited citizen of Cambridge, where he had often been called by the public to positions of trust. He was also a working member of several benevolent orders. There are many monuments of his skill as a builder in and about Boston, including many churches. The Master Builders' Association will sincerely mourn his loss. He was about sixty years old and leaves a family."
- Alger and Matthews, pp.13-14
- Alger and Matthews, p.32
- HAER, p.4
- Alger and Matthews, pp. 18-26
- Alger and Matthews, p. 17
- Alger and Matthews, p. 18
- Alger and Matthews, p. 29
- John Harvard Facts, Information.. Encyclopedia of World Biography (sixth ed.). The Gale Group Inc. 2004. Retrieved 2012-03-28. "When Harvard died in 1638 he left half of his estate and his library of classic and theological texts to a college whose operations were overseen by the Great and General Court of the English Colony of Massachusetts Bay. In October of 1636, two years prior to Harvard's death, it was decided by this governing body that funds would be allocated for the establishment of a college especially for the advanced training of ministers for the Congregational Church. Originally called Newton the college's name was changed to Cambridge by 1638 but then ordered changed to 'Harvard' in 1639 following John Harvard's death and subsequent bequest."
- "MIT Facts: The Campus". MIT. 2010. Retrieved 28 March 2012.
- Kaiser, Johanna (6 January 2012). "Mass. Ave, BU Bridge bike lanes completed". Boston Globe (New York, New York: New York Times, Co.). Retrieved 20 March 2012. "The city installed bike lanes on the northbound and southbound lanes between Huntington Avenue and the Harvard Bridge, connecting them to existing bike lanes, just before the start of the new year."
- Clinger, Julia (1 June 2007). It Happened in Boston. It Happened In (1st ed.). TwoDot. pp. 61–63. ISBN 978-0-7627-4134-2.
- "Famous Harvard Bridge Unsafe" (pdf). The New York Times. 16 July 1909. Retrieved 2012-03-20. "The famous Harvard Bridge connecting Cambridge and Boston was declared to be unsafe in a report made to-day by a commission of Boston and Cambridge engineers, and announcement was made that work would be started on Monday next to strengthen the structure. The commission finds that all of the iron and steel beams of the bridge, which is nearly three-quarters of a mile long, will have to be replaced by new ones, at the same time the draw will be elevated slightly, and new surfacing will be put on. The Boston elevated railway company, which operates its cars across the bridge, is ordered to install new rails and new supports."
- "Commonwealth Begins Work on Harvard Bridge" (pdf). The Tech (Cambridge, Massachusetts: Massachusetts Institute of Technology). 3 October 1924. p. 5, col. 4. Retrieved 2009-04-27.
- HAER, p.6
- Leet, phase 2
- Leet, phase 3
- Leet, phase 3, appendices
- HAER, p.8
- Keane, Tom (10 September 2006). "It's the Engineering, Stupid". Boston Globe Magazine (Boston Globe). Retrieved 2006-09-11.
- "AROUND THE NATION; Boston's Harvard Bridge Closed to Heavy Trucks". The New York Times. United Press International. 6 July 1983. Retrieved 2009-04-13.
- Replacement, p.7
- Replacement, p.4
- Replacement, p.11. Note the use of the HAER document throughout this article.
- Replacement, page 4-6
- Replacement, page 5
- Ronald Rosenberg, Globe Staff (12 September 1990). "MASS. AVE. BRIDGE TO REOPEN FOUR LANES AFTER SEVEN YEARS". Boston, Massachusetts: Boston Globe. p. 35 (METRO section).
- Tavernor, Robert, Smoot’s Ear: the Measure of Humanity (Yale University Press, 2007; paperback edition 2008), ISBN 978-0-300-12492-7, Preface
- "Smoot in Stone". MIT News. Cambridge, Massachusetts: Massachusetts Institute of Technology. 4 June 2009. Retrieved 2010-07-20. "Specifically noting the bridge's length of 364.4 Smoots (+/- 1 ear), the plaque, a gift of the MIT Class of 1962, honors the prank's 50th anniversary."
- MIT Tech Review article
- Fahrenthold, David A. (8 December 2005). "The Measure of This Man Is in the Smoot". Washington DC: The Washington Post. Retrieved 2009-04-20. "And then there was a little help from the government: When the bridge was renovated about 15 years ago, officials agreed to let the markings stay, even going so far as to score the sidewalk at 5-foot-7 Smoot intervals instead of the usual six-foot ones."
- Brehm, Denise (1 September 1999). "Keyser describes his top five hacks - MIT News Office". MIT News. Cambridge, Massachusetts: Massachusetts Institute of Technology. Retrieved 2012-03-04. "When the bridge was rebuilt in the 1980s, the Cambridge police requested that the smoots remain because they use them to indicate precise locations in accident reports."
- (Nationalbridges.com): Department of Conservation and Recreation National Bridge Inventory (2012). "Place Name: Boston, Massachusetts; NBI Structure Number: 417208078401120; Facility Carried: Route 2A; Feature Intersected: Charles River". Nationalbridges.com (Alexander Svirsky). Retrieved 2012-03-28. Note: this is a formatted scrape of the 2009 official website, which can be found here for Massachusetts: "MA09.txt". Federal Highway Administration. 2009. Retrieved 2009-08-27.
- Alger, Alpheus B.; Matthews, Nathan Jr. (1892). Harvard Bridge: Boston to Cambridge, March 1892. Boston, Massachusetts: Rockwell and Churchill. Retrieved 2009-04-10.
- Historic American Engineering Record (HAER) (1987). Harvard Bridge, Spanning Charles River at Massachusetts Avenue, Boston, Suffolk County, MA. Philadelphia, Pennsylvania: Department of the Interior. http://hdl.loc.gov/loc.pnp/hhh.ma1293. Retrieved 2009-04-23.
- (Replacement): United States Department of Transportation, Massachusetts Department of Public Works (27 October 1986). Harvard Bridge/Massachusetts Avenue Bridge over the Charles River, Bridge replacement project, Environmental Assessment. Washington, D.C.: The Administration. LCC TG24.M4 H376 1986 Submitted pursuant to 42 U.S.C. 4332 (2) (c), and 23 U.S.C. 128 (a).
- Leet, Kenneth M., PhD (7 July 1972). The Harvard Bridge, phase 2 report. Boston, Massachusetts: Metropolitan District Commission. LCC TG24.M4 H374 Ph.2.
- Leet, Kenneth M., PhD (1972-10). The Harvard Bridge, final report phase 3. Boston, Massachusetts: Metropolitan District Commission. p. 1. LCC TG24.M4 H374 Ph.3.