Load equivalency factors (LEFs) for abnormal vehicles (AVs) and mobile cranes in South Africa based on the mechanistic-empirical (M-E) design methodology

dc.contributor.authorDe Beer, M.en
dc.contributor.authorSallie, I.M.en
dc.contributor.authorVan Rensburg, Y.en
dc.contributor.otherSouthern African Transport Conference (28th : 2009 : Pretoria, South Africa)en
dc.contributor.upauthorKemp, M.en
dc.date.accessioned2009-11-19T10:24:05Zen
dc.date.available2009-11-19T10:24:05Zen
dc.date.issued2009-07-06en
dc.descriptionThis paper was transferred from the original CD ROM created for this conference. The material was published using Adobe Acrobat 8.0 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.zaen
dc.description.abstractPaper presented at the 28th Annual Southern African Transport Conference 6 - 9 July 2009 "Sustainable Transport", CSIR International Convention Centre, Pretoria, South Africa.en
dc.description.abstractThis paper describes the proposed new methodology for the determination of the Permit Mass Fees for Abnormal road vehicles (AVs) based on the estimation of road damage. The existing South African mechanistic-empirical (M-E) pavement design methodology is used to estimate the Load Equivalency Factors (LEFs), based on critical pavement layer life, under static loading conditions. The proposed methodology is not based on the traditional Equivalent Single Wheel Load (or Mass) ESWL (or ESWM), nor on the well known 4th power law for relative pavement damage but on the latest South African Mechanistic-Empirical Design Method (SAMDM) which has been used in practice for pavement design and analysis since 1996. The LEFs were calculated from estimated ratios of critical pavement layer life for each individual AV relative to the Standard Axle (80 kN, 520 kPa) bearing capacities of a range of nine (9) typical standard pavement structures found in South Africa. This was done for both relatively dry and wet pavement conditions. This paper includes examples of eleven (11) selected Mobile Cranes and eight (8)typical selected AVs. The new methodology also includes the effect of tyre inflation (or contact pressure) (Tip), including a sensitivity analysis over a range of 520 kPa to 1200 kPa for all the above vehicles and pavements. It is clear that there appears to be a wide range in the new LEFs for the different vehicles based on the new and what is considered a more rational and fully mechanistic approach (i.e. the SAMDM). Although the new LEFs (hence the associated Mass Fees) are found to be different compared to those calculated according to the existing ESWL method, they are in principle, considered to be based on a more rational (mechanistic)methodology than before and it is suggested that they be refined and applied with draft TRH 11 as soon as possible, but phased in over time.en
dc.identifier.citationDe Beer, M, Sallie, IM, Van Rensburg, Y & Kemp, M 2009,'Load equivalency factors (LEFs) for abnormal vehicles (AVs) and mobile cranes in South Africa based on the mechanistic-empirical (M-E) design methodology', Paper presented to the 28th Annual Southern African Transport Conference, South Africa, 6-9 July. p. 263-282en
dc.identifier.isbn9781920017392en
dc.identifier.urihttp://hdl.handle.net/2263/11946en
dc.language.isoenen
dc.publisherDocument Transformation Technologiesen
dc.relation.ispartofSATC 2009en
dc.rightsUniversity of Pretoriaen
dc.subjectSustainable transporten
dc.subjectLoad equivalency factorsen
dc.subjectAbnormal vehiclesen
dc.subjectRoad damagesen
dc.subjectMechanistic-empiricalen
dc.subjectMobile cranesen
dc.subject.lcshTransportation -- South Africa -- Congressesen
dc.subject.lcshTransportationen
dc.subject.lcshTransport services -- South Africa -- Congressesen
dc.subject.lcshTransport systems -- South Africa -- Congressesen
dc.titleLoad equivalency factors (LEFs) for abnormal vehicles (AVs) and mobile cranes in South Africa based on the mechanistic-empirical (M-E) design methodologyen
dc.typeEventen
dc.typePresentationen

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