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Macadam

Macadam is a type of road construction pioneered by Scottish engineer John Loudon McAdam around 1820, in which crushed stone is placed in shallow, convex layers and compacted thoroughly. A binding layer of stone dust (crushed stone from the original material) may form; it may also, after rolling, be covered with a cement or bituminous binder to keep dust and stones together. The method simplified what had been considered state-of-the-art at that point.

Construction of the first macadamized road in the United States (1823). In the foreground, workers are breaking stones "so as not to exceed 6 ounces (170 g) in weight or to pass a two-inch (5 cm) ring".

Predecessors

Pierre-Marie-Jérôme Trésaguet

Pierre-Marie-Jérôme Trésaguet is sometimes considered the first person to bring post-Roman science to road building. A Frenchman from an engineering family, he worked paving roads in Paris from 1757 to 1764. As chief engineer of road construction of Limoges, he had opportunity to develop a better and cheaper method of road construction. In 1775, Tresaguet became engineer-general and presented his answer for road improvement in France, which soon became standard practice there.[1]

Trésaguet had recommended a roadway consisting of three layers of stones laid on a crowned subgrade with side ditches for drainage. The first two layers consisted of angular hand-broken aggregate, maximum size 3 inches (8 cm), to a depth of about 8 inches (20 cm). The third layer was about 2 inches (5 cm) thick with a maximum aggregate size of 1 inch (2.5 cm).[2] This top level surface permitted a smoother shape and protected the larger stones in the road structure from iron wheels and horse hooves. To keep the running surface level with the countryside, this road was put in a trench, which created drainage problems. These problems were addressed by changes that included digging deep side ditches, making the surface as solid as possible, and constructing the road with a difference in elevation (height) between the two edges, that difference being referred to interchangeably as the road's camber or cross slope.[2]

Thomas Telford

 
Laying Telford paving in Aspinwall, Pennsylvania, 1908

Thomas Telford, born in Dumfriesshire, Scotland,[3] was a surveyor and engineer who applied Tresaguet's road building theories. In 1801 Telford worked for the Commission of Highland Roads and Bridges. He became director of the Holyhead Road Commission between 1815 and 1830. Telford extended Tresaguet's theories but emphasized high-quality stone. He recognized that some of the road problems of the French could be avoided by using cubical stone blocks.[4]

Telford used roughly 12 in × 10 in × 6 in (30 cm × 25 cm × 15 cm) partially shaped paving stones (pitchers), with a slight flat face on the bottom surface. He turned the other faces more vertically than Tresaguet's method. The longest edge was arranged crossways to the traffic direction, and the joints were broken in the method of conventional brickwork but with the smallest faces of the pitcher forming the upper and lower surfaces.[4]

Broken stone was wedged into the spaces between the tapered perpendicular faces to provide the layer with good lateral control. Telford kept the natural formation level and used masons to camber the upper surface of the blocks. He placed a 6-inch (15 cm) layer of stone no bigger than 2.4 in (6 cm) on top of the rock foundation. To finish the road surface he covered the stones with a mixture of gravel and broken stone. This structure came to be known as "Telford pitching." Telford's road depended on a resistant structure to prevent water from collecting and corroding the strength of the pavement. Telford raised the pavement structure above ground level whenever possible.[citation needed]

Where the structure could not be raised, Telford drained the area surrounding the roadside. Previous road builders in Britain ignored drainage problems and Telford's rediscovery of drainage principles was a major contribution to road construction.[5] Notably, around the same time, John Metcalf strongly advocated that drainage was in fact an important factor in road construction and astonished colleagues by building dry roads even through marshland. He accomplished this by incorporating a layer of brushwood and heather.[citation needed]

Advent of macadam

 
John Loudon McAdam

John McAdam

John Loudon McAdam was born in Ayr, Scotland, in 1756. In 1787, he became a trustee of the Ayrshire Turnpike in the Scottish Lowlands and during the next seven years his hobby became an obsession. He moved to Bristol, England, in 1802 and became a Commissioner for Paving in 1806.[6] On 15 January 1816, he was elected surveyor general of roads for the Bristol turnpike trust and was responsible for 149 miles of road.[6] He then put his ideas about road construction into practice, the first 'macadamised' stretch of road being Marsh Road at Ashton Gate, Bristol.[6] He also began to actively propagate his ideas in two booklets called Remarks (or Observations) on the Present System of Roadmaking, (which ran nine editions between 1816 and 1827) and A Practical Essay on the Scientific Repair and Preservation of Public Roads, published in 1819.[7]

McAdam's methods

 
Photograph of macadam road, c. 1850s, Nicolaus, California

McAdam's method was simpler yet more effective at protecting roadways: he discovered that massive foundations of rock upon rock were unnecessary and asserted that native soil alone would support the road and traffic upon it, as long as it was covered by a road crust that would protect the soil underneath from water and wear.[8]

Unlike Telford and other road builders of the time, McAdam laid his roads almost level. His 30-foot-wide (9.1 m) road required only a rise of 3 inches (7.6 cm) from the edges to the centre. Cambering and elevation of the road above the water table enabled rain water to run off into ditches on either side.[9]

Size of stones was central to the McAdam's road building theory. The lower 8 in (20 cm) road thickness was restricted to stones no larger than 3 inches (7.5 cm). The upper 2-inch-thick (5 cm) layer of stones was limited to stones 2 centimetres (34 in) in diameter; these were checked by supervisors who carried scales. A workman could check the stone size himself by seeing if the stone would fit into his mouth. The importance of the 2 cm stone size was that the stones needed to be much smaller than the four-inch (10 cm) width of the iron carriage wheels that travelled on the road.[5]

McAdam believed that the "proper method" of breaking stones for utility and rapidity was accomplished by people sitting down and using small hammers, breaking the stones so that none of them was larger than six ounces (170 g) in weight. He also wrote that the quality of the road would depend on how carefully the stones were spread on the surface over a sizeable space, one shovelful at a time.[10]

McAdam directed that no substance that would absorb water and affect the road by frost should be incorporated into the road. Neither was anything to be laid on the clean stone to bind the road. The action of the road traffic would cause the broken stone to combine with its own angles, merging into a level, solid surface that would withstand weather or traffic.[11]

Through his road-building experience, McAdam had learned that a layer of broken angular stones would act as a solid mass and would not require the large stone layer previously used to build roads. Keeping the surface stones smaller than the wheel width made a good running surface for traffic. The small surface stones also provided low stress on the road, so long as it could be kept reasonably dry.[12]

First macadam in North America

The first macadam road built in the United States was constructed between Hagerstown and Boonsboro, Maryland, and was named at the time Boonsborough Turnpike Road. This was the last section of unimproved road between Baltimore on the Chesapeake Bay to Wheeling on the Ohio River. Stagecoaches traveling the Hagerstown to Boonsboro road in the winter took 5 to 7 hours to cover the 10-mile (16 km) stretch.[13][14] This road was completed in 1823, using McAdam's road techniques, except that the finished road was compacted with a cast iron roller instead of relying on road traffic for compaction.[15] The second American road built using McAdam principles was the Cumberland Road which was 73 miles (117 km) long and was completed in 1830 after five years of work.[13][14]

McAdam's influence

McAdam's renown is his effective and economical construction, which was a great improvement over the methods used by his generation. He emphasized that roads could be constructed for any kind of traffic, and he helped to alleviate the resentment travelers felt toward increasing traffic on the roads. His legacy lies in his advocacy of effective road maintenance and management. He advocated a central road authority with trained professional officials who could be paid a salary that would keep them from corruption. These professionals could give their entire time to these duties and be held responsible for their actions.[16]

Water-bound macadam

McAdam's road building technology was applied to roads by other engineers. One of these engineers was Richard Edgeworth, who filled the gaps between the surface stones with a mixture of stone dust and water, providing a smoother surface for the increased traffic using the roads.[17] This basic method of construction is sometimes known as water-bound macadam. Although this method required a great deal of manual labour, it resulted in a strong and free-draining pavement. Roads constructed in this manner were described as "macadamized."[17]

Tar-bound macadam

 
New macadam road construction at McRoberts, Kentucky: pouring tar. 1926

With the advent of motor vehicles, dust became a serious problem on macadam roads. The area of low air pressure created under fast-moving vehicles sucked dust from the road surface, creating dust clouds and a gradual unraveling of the road material.[18] This problem was approached by spraying tar on the surface to create tar-bound macadam. In 1902 a Swiss doctor, Ernest Guglielminetti, came upon the idea of using tar from Monaco's gasworks for binding the dust.[19] Later a mixture of coal tar and ironworks slag, patented by Edgar Purnell Hooley as tarmac, was introduced.

A more durable road surface (modern mixed asphalt pavement) sometimes referred to in the U.S. as blacktop, was introduced in the 1920s. This pavement method mixed the aggregates into the asphalt with the binding material before they were laid. The macadam surface method laid the stone and sand aggregates on the road and then sprayed it with the binding material.[20] While macadam roads have now been resurfaced in most developed countries, some are preserved along stretches of roads such as the United States' National Road.[21]

Because of the historic use of macadam as a road surface, roads in some parts of the United States (such as parts of Pennsylvania) are often referred to as macadam, even though they might be made of asphalt or concrete. Similarly, the term "tarmac" is sometimes colloquially applied to asphalt roads or aircraft runways.[22]

See also

References

  1. ^ Lay, Maxwell G (1992), Ways of the World: A History of the World's Roads and of the Vehicles That Used Them, New Brunswick, N.J.: Rutgers University Press, p. 73, ISBN 0-8135-1758-3, retrieved 18 June 2010 Paperback ISBN 0-8135-2691-4
  2. ^ a b Lay (1992), p.73
  3. ^ Smiles, Samuel (1867). The Life of Thomas Telford, Civil Engineer. London: John Murray. pp. 331. Retrieved 27 September 2011.
  4. ^ a b Lay (1992), p.74
  5. ^ a b Lay (1992), p.75
  6. ^ a b c A. W. Skempton (2002). A Biographical Dictionary of Civil Engineers in Great Britain and Ireland: 1500–1830. p.416. Thomas Telford, 2002
  7. ^ McAdam, John Loudon (1824), Remarks on the Present System of Road Making; With Observations, Deduced from Practice and Experience (8th ed.), London: Longman, Hurst, Rees, Orme, and Brown, Paternoster Row, retrieved 26 September 2011
  8. ^ Craig, David, "The Colossus of Roads", Palimpsest, Strum.co.uk, retrieved 18 June 2010
  9. ^ McAdam (1824), p. 38
  10. ^ McAdam (1824), pp. 39–40
  11. ^ McAdam (1824), p. 41
  12. ^ Lay (1992), pp. 76–77
  13. ^ a b "John Loudon MacAdam", Significant Scots, ElectricScotland.com, retrieved 13 February 2017
  14. ^ a b . Archived from the original on 27 November 2020. Retrieved 13 February 2017.
  15. ^ "The History of Boonsboro". Retrieved 13 February 2017.
  16. ^ O'Flaherty, Coleman A (2002), Highways: the Location, Design, Construction and Maintenance of Road Pavements (4th ed.), Woburn, MA: Butterworth-Heinemann, p. 228, ISBN 0-7506-5090-7, retrieved 18 June 2010
  17. ^ a b John Loudon McAdam, bruzzone.org, retrieved 18 June 2010
  18. ^ Claudy, C.H. "The Right Road—and Why," The Independent, New York, Volume 99, July, August, September 1919, 228. Retrieved on 2009-11-3.
  19. ^ "History of asphalt road construction – Tar road construction". Retrieved 31 July 2013.
  20. ^ Cavette, Chris, "Asphalt Paver", eNotes, retrieved 19 June 2010
  21. ^ "The History Of The United States' National Road". 4 February 2021. Retrieved 4 February 2021.
  22. ^ Stephen T. Muench; Joe P. Mahoney; Linda M. Pierce; et al., "History", WSDOT Pavement Guide, Washington State Department of Transportation, p. 2 in Module 1: Welcome and Introduction, archived from the original on 13 December 2012, retrieved 19 June 2010

Further reading

  • Gillespie, W. M. (1850). A Manual of The Principles and Practice of Road-Making: comprising the location, construction, and improvement of roads (common, macadam, paved, plank, etc.) and rail-roads (3rd ed.). New York: A. S. Barnes & Co. Retrieved 23 June 2010.

External links

  • McAdam's publications as available at Internet Archive

macadam, other, uses, mcadam, type, road, construction, pioneered, scottish, engineer, john, loudon, mcadam, around, 1820, which, crushed, stone, placed, shallow, convex, layers, compacted, thoroughly, binding, layer, stone, dust, crushed, stone, from, origina. For other uses see McAdam Macadam is a type of road construction pioneered by Scottish engineer John Loudon McAdam around 1820 in which crushed stone is placed in shallow convex layers and compacted thoroughly A binding layer of stone dust crushed stone from the original material may form it may also after rolling be covered with a cement or bituminous binder to keep dust and stones together The method simplified what had been considered state of the art at that point Construction of the first macadamized road in the United States 1823 In the foreground workers are breaking stones so as not to exceed 6 ounces 170 g in weight or to pass a two inch 5 cm ring Contents 1 Predecessors 1 1 Pierre Marie Jerome Tresaguet 1 2 Thomas Telford 2 Advent of macadam 2 1 John McAdam 2 2 McAdam s methods 2 3 First macadam in North America 2 4 McAdam s influence 3 Water bound macadam 4 Tar bound macadam 5 See also 6 References 7 Further reading 8 External linksPredecessors EditPierre Marie Jerome Tresaguet Edit Pierre Marie Jerome Tresaguet is sometimes considered the first person to bring post Roman science to road building A Frenchman from an engineering family he worked paving roads in Paris from 1757 to 1764 As chief engineer of road construction of Limoges he had opportunity to develop a better and cheaper method of road construction In 1775 Tresaguet became engineer general and presented his answer for road improvement in France which soon became standard practice there 1 Tresaguet had recommended a roadway consisting of three layers of stones laid on a crowned subgrade with side ditches for drainage The first two layers consisted of angular hand broken aggregate maximum size 3 inches 8 cm to a depth of about 8 inches 20 cm The third layer was about 2 inches 5 cm thick with a maximum aggregate size of 1 inch 2 5 cm 2 This top level surface permitted a smoother shape and protected the larger stones in the road structure from iron wheels and horse hooves To keep the running surface level with the countryside this road was put in a trench which created drainage problems These problems were addressed by changes that included digging deep side ditches making the surface as solid as possible and constructing the road with a difference in elevation height between the two edges that difference being referred to interchangeably as the road s camber or cross slope 2 Thomas Telford Edit Laying Telford paving in Aspinwall Pennsylvania 1908 Thomas Telford born in Dumfriesshire Scotland 3 was a surveyor and engineer who applied Tresaguet s road building theories In 1801 Telford worked for the Commission of Highland Roads and Bridges He became director of the Holyhead Road Commission between 1815 and 1830 Telford extended Tresaguet s theories but emphasized high quality stone He recognized that some of the road problems of the French could be avoided by using cubical stone blocks 4 Telford used roughly 12 in 10 in 6 in 30 cm 25 cm 15 cm partially shaped paving stones pitchers with a slight flat face on the bottom surface He turned the other faces more vertically than Tresaguet s method The longest edge was arranged crossways to the traffic direction and the joints were broken in the method of conventional brickwork but with the smallest faces of the pitcher forming the upper and lower surfaces 4 Broken stone was wedged into the spaces between the tapered perpendicular faces to provide the layer with good lateral control Telford kept the natural formation level and used masons to camber the upper surface of the blocks He placed a 6 inch 15 cm layer of stone no bigger than 2 4 in 6 cm on top of the rock foundation To finish the road surface he covered the stones with a mixture of gravel and broken stone This structure came to be known as Telford pitching Telford s road depended on a resistant structure to prevent water from collecting and corroding the strength of the pavement Telford raised the pavement structure above ground level whenever possible citation needed Where the structure could not be raised Telford drained the area surrounding the roadside Previous road builders in Britain ignored drainage problems and Telford s rediscovery of drainage principles was a major contribution to road construction 5 Notably around the same time John Metcalf strongly advocated that drainage was in fact an important factor in road construction and astonished colleagues by building dry roads even through marshland He accomplished this by incorporating a layer of brushwood and heather citation needed Advent of macadam Edit John Loudon McAdam John McAdam Edit John Loudon McAdam was born in Ayr Scotland in 1756 In 1787 he became a trustee of the Ayrshire Turnpike in the Scottish Lowlands and during the next seven years his hobby became an obsession He moved to Bristol England in 1802 and became a Commissioner for Paving in 1806 6 On 15 January 1816 he was elected surveyor general of roads for the Bristol turnpike trust and was responsible for 149 miles of road 6 He then put his ideas about road construction into practice the first macadamised stretch of road being Marsh Road at Ashton Gate Bristol 6 He also began to actively propagate his ideas in two booklets called Remarks or Observations on the Present System of Roadmaking which ran nine editions between 1816 and 1827 and A Practical Essay on the Scientific Repair and Preservation of Public Roads published in 1819 7 McAdam s methods Edit Photograph of macadam road c 1850s Nicolaus California McAdam s method was simpler yet more effective at protecting roadways he discovered that massive foundations of rock upon rock were unnecessary and asserted that native soil alone would support the road and traffic upon it as long as it was covered by a road crust that would protect the soil underneath from water and wear 8 Unlike Telford and other road builders of the time McAdam laid his roads almost level His 30 foot wide 9 1 m road required only a rise of 3 inches 7 6 cm from the edges to the centre Cambering and elevation of the road above the water table enabled rain water to run off into ditches on either side 9 Size of stones was central to the McAdam s road building theory The lower 8 in 20 cm road thickness was restricted to stones no larger than 3 inches 7 5 cm The upper 2 inch thick 5 cm layer of stones was limited to stones 2 centimetres 3 4 in in diameter these were checked by supervisors who carried scales A workman could check the stone size himself by seeing if the stone would fit into his mouth The importance of the 2 cm stone size was that the stones needed to be much smaller than the four inch 10 cm width of the iron carriage wheels that travelled on the road 5 McAdam believed that the proper method of breaking stones for utility and rapidity was accomplished by people sitting down and using small hammers breaking the stones so that none of them was larger than six ounces 170 g in weight He also wrote that the quality of the road would depend on how carefully the stones were spread on the surface over a sizeable space one shovelful at a time 10 McAdam directed that no substance that would absorb water and affect the road by frost should be incorporated into the road Neither was anything to be laid on the clean stone to bind the road The action of the road traffic would cause the broken stone to combine with its own angles merging into a level solid surface that would withstand weather or traffic 11 Through his road building experience McAdam had learned that a layer of broken angular stones would act as a solid mass and would not require the large stone layer previously used to build roads Keeping the surface stones smaller than the wheel width made a good running surface for traffic The small surface stones also provided low stress on the road so long as it could be kept reasonably dry 12 First macadam in North America Edit The first macadam road built in the United States was constructed between Hagerstown and Boonsboro Maryland and was named at the time Boonsborough Turnpike Road This was the last section of unimproved road between Baltimore on the Chesapeake Bay to Wheeling on the Ohio River Stagecoaches traveling the Hagerstown to Boonsboro road in the winter took 5 to 7 hours to cover the 10 mile 16 km stretch 13 14 This road was completed in 1823 using McAdam s road techniques except that the finished road was compacted with a cast iron roller instead of relying on road traffic for compaction 15 The second American road built using McAdam principles was the Cumberland Road which was 73 miles 117 km long and was completed in 1830 after five years of work 13 14 McAdam s influence Edit McAdam s renown is his effective and economical construction which was a great improvement over the methods used by his generation He emphasized that roads could be constructed for any kind of traffic and he helped to alleviate the resentment travelers felt toward increasing traffic on the roads His legacy lies in his advocacy of effective road maintenance and management He advocated a central road authority with trained professional officials who could be paid a salary that would keep them from corruption These professionals could give their entire time to these duties and be held responsible for their actions 16 Water bound macadam EditMcAdam s road building technology was applied to roads by other engineers One of these engineers was Richard Edgeworth who filled the gaps between the surface stones with a mixture of stone dust and water providing a smoother surface for the increased traffic using the roads 17 This basic method of construction is sometimes known as water bound macadam Although this method required a great deal of manual labour it resulted in a strong and free draining pavement Roads constructed in this manner were described as macadamized 17 Tar bound macadam Edit New macadam road construction at McRoberts Kentucky pouring tar 1926 With the advent of motor vehicles dust became a serious problem on macadam roads The area of low air pressure created under fast moving vehicles sucked dust from the road surface creating dust clouds and a gradual unraveling of the road material 18 This problem was approached by spraying tar on the surface to create tar bound macadam In 1902 a Swiss doctor Ernest Guglielminetti came upon the idea of using tar from Monaco s gasworks for binding the dust 19 Later a mixture of coal tar and ironworks slag patented by Edgar Purnell Hooley as tarmac was introduced A more durable road surface modern mixed asphalt pavement sometimes referred to in the U S as blacktop was introduced in the 1920s This pavement method mixed the aggregates into the asphalt with the binding material before they were laid The macadam surface method laid the stone and sand aggregates on the road and then sprayed it with the binding material 20 While macadam roads have now been resurfaced in most developed countries some are preserved along stretches of roads such as the United States National Road 21 Because of the historic use of macadam as a road surface roads in some parts of the United States such as parts of Pennsylvania are often referred to as macadam even though they might be made of asphalt or concrete Similarly the term tarmac is sometimes colloquially applied to asphalt roads or aircraft runways 22 See also EditHistory of road transportReferences Edit Lay Maxwell G 1992 Ways of the World A History of the World s Roads and of the Vehicles That Used Them New Brunswick N J Rutgers University Press p 73 ISBN 0 8135 1758 3 retrieved 18 June 2010 Paperback ISBN 0 8135 2691 4 a b Lay 1992 p 73 Smiles Samuel 1867 The Life of Thomas Telford Civil Engineer London John Murray pp 331 Retrieved 27 September 2011 a b Lay 1992 p 74 a b Lay 1992 p 75 a b c A W Skempton 2002 A Biographical Dictionary of Civil Engineers in Great Britain and Ireland 1500 1830 p 416 Thomas Telford 2002 McAdam John Loudon 1824 Remarks on the Present System of Road Making With Observations Deduced from Practice and Experience 8th ed London Longman Hurst Rees Orme and Brown Paternoster Row retrieved 26 September 2011 Craig David The Colossus of Roads Palimpsest Strum co uk retrieved 18 June 2010 McAdam 1824 p 38 McAdam 1824 pp 39 40 McAdam 1824 p 41 Lay 1992 pp 76 77 a b John Loudon MacAdam Significant Scots ElectricScotland com retrieved 13 February 2017 a b 1823 First American Macadam Road Archived from the original on 27 November 2020 Retrieved 13 February 2017 The History of Boonsboro Retrieved 13 February 2017 O Flaherty Coleman A 2002 Highways the Location Design Construction and Maintenance of Road Pavements 4th ed Woburn MA Butterworth Heinemann p 228 ISBN 0 7506 5090 7 retrieved 18 June 2010 a b John Loudon McAdam bruzzone org retrieved 18 June 2010 Claudy C H The Right Road and Why The Independent New York Volume 99 July August September 1919 228 Retrieved on 2009 11 3 History of asphalt road construction Tar road construction Retrieved 31 July 2013 Cavette Chris Asphalt Paver eNotes retrieved 19 June 2010 The History Of The United States National Road 4 February 2021 Retrieved 4 February 2021 Stephen T Muench Joe P Mahoney Linda M Pierce et al History WSDOT Pavement Guide Washington State Department of Transportation p 2 in Module 1 Welcome and Introduction archived from the original on 13 December 2012 retrieved 19 June 2010Further reading EditGillespie W M 1850 A Manual of The Principles and Practice of Road Making comprising the location construction and improvement of roads common macadam paved plank etc and rail roads 3rd ed New York A S Barnes amp Co Retrieved 23 June 2010 External links Edit Look up macadam in Wiktionary the free dictionary Wikimedia Commons has media related to Macadam McAdam s publications as available at Internet Archive Retrieved from https en wikipedia org w index php title Macadam amp oldid 1148110701, wikipedia, wiki, book, books, library,

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