dc.contributor.author |
Slavik, M.M. (Martin)
|
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dc.contributor.other |
Southern African Transport Conference (31st : 2012 : Pretoria, South Africa) |
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dc.contributor.other |
Minister of Transport, South Africa |
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dc.date.accessioned |
2012-10-05T11:15:48Z |
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dc.date.available |
2012-10-05T11:15:48Z |
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dc.date.created |
2012-07-09 |
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dc.date.issued |
July 2012 |
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dc.description |
This paper was transferred from the original CD ROM created for this conference. The material was published using Adobe Acrobat 10.1.0 Technology.
The original CD ROM was produced by Document Transformation Technologies Postal Address: PO Box 560 Irene 0062 South Africa. Tel.: +27 12 667 2074 Fax: +27 12 667 2766 E-mail: nigel@doctech URL: http://www.doctech.co.za |
en_US |
dc.description.abstract |
Paper presented at the 31st Annual Southern African Transport Conference 9-12 July 2012 "Getting Southern Africa to Work", CSIR International Convention Centre, Pretoria, South Africa. |
en_US |
dc.description.abstract |
The purpose of weighbridge is to control overloading and thus protect the road pavement. A weighbridge is economical if the saving in pavement maintenance is greater than the costs of the weighbridge. The saving depends on the length of road that the weighbridge controls. A measure of weighbridge economy - the so-called break-even length - has been introduced and derived from the equality of weighbridge costs and pavement maintenance savings. The break-even length depends on several factors of which the type of pavement, distribution of axle loads, magnitude of heavy-vehicle traffic, width of the pavement to be protected, cost of pavement maintenance, and the weighbridge operating cost are particularly important. For bituminous pavements the break-even length is about 50 km for volumes of heavy vehicles ranging from 200 per day to 3 000 per day. For volumes over 3 000 HV/day maintenance intervals become impractically short and a concrete pavement should be used instead of bituminous one. In case of a concrete pavement the break-even lengths are enormous – several thousands of kilometres – indicating that the cost of a weighbridge exceeds by far the savings in road maintenance. Although potentially beneficial from other points of view, a weighbridge on a concrete road cannot be justified in terms of reduced pavement maintenance. |
en_US |
dc.description.librarian |
dm2012 |
en |
dc.format.extent |
10 pages |
en_US |
dc.format.medium |
PDF |
en_US |
dc.identifier.isbn |
978-1-920017-53-8 |
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dc.identifier.uri |
http://hdl.handle.net/2263/20015 |
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dc.language.iso |
en |
en_US |
dc.publisher |
Document Transformation Technologies |
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dc.relation.ispartof |
SATC 2012 |
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dc.rights |
University of Pretoria |
en_US |
dc.subject |
Bituminous pavements |
en_US |
dc.subject |
Weighbridge economy |
en_US |
dc.subject.lcsh |
Transportation |
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dc.subject.lcsh |
Transportation -- Africa |
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dc.subject.lcsh |
Transportation -- Southern Africa |
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dc.title |
Weighbridge or no weighbridge |
en_US |
dc.type |
Presentation |
en_US |