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The design, construction and Heavy Vehicle Simulator testing results on Roller Compacted Concrete test sections at the CSIR Innovation Site and on a full-scale test road at Rayton

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dc.contributor.author Du Plessis, Louw
dc.contributor.author Rugodho, G
dc.contributor.author Govu, W
dc.contributor.author Mngaza, K
dc.contributor.author Musundi, S
dc.date.accessioned 2017-07-28T08:59:18Z
dc.date.available 2017-07-28T08:59:18Z
dc.date.issued 2016-09
dc.identifier.citation Du Plessis, L., Rugodho, G., Govu, W. et al. 2016. The design, construction and Heavy Vehicle Simulator testing results on Roller Compacted Concrete test sections at the CSIR Innovation Site and on a full-scale test road at Rayton. Accelerated Pavement Testing (APT) International Conference, 19 - 21 September 2016, Wyndham Herradura Hotel, San Jose, Costa Rica en_US
dc.identifier.uri http://hdl.handle.net/10204/9311
dc.description Accelerated Pavement Testing (APT) International Conference, 19 - 21 September 2016, Wyndham Herradura Hotel, San Jose, Costa Rica en_US
dc.description.abstract Although the use of Roller Compacted Concrete (RCC) is not new in South Africa, the use of it to construct roads is not that well known or studied. The Gauteng Provincial Department of Roads and Transport (GPDRT) in conjunction with CSIR Built Environment in South Africa and Cosal Consultants CC started a research program on the use of RCC technology for roads. Whereas RCC is normally constructed with a relatively low labor component using heavy mechanical equipment, one of the aims of this investigation was to evaluate the structural performance of RCC constructed with a relatively high labor component using hand-operated equipment. The evaluation was done using the Heavy Vehicle Simulator (HVS) of the GPDRT. This paper briefly details two investigations. One HVS RCC test was conducted at the CSIR innovation site and the other on a full-scale test road at Rayton, Gauteng. Through HVS testing it has been shown that this type of pavement performed well in the dry state, even when constructed on a substandard support system. Test results indicate that this type of pavement exceeded its predicted performance. The use of hand-labor for layer compaction is discouraged as this can lead to layer densities lower than acceptable standards, which result in poor performance. The importance of proper RCC mix design to mitigate the negative effects of shrinking and crack forming is highlighted in this study. en_US
dc.language.iso en en_US
dc.relation.ispartofseries Worklist;18632
dc.subject Heavy vehicle simulator testing en_US
dc.subject Roller compacted concrete en_US
dc.subject RCC en_US
dc.subject Labor-based construction en_US
dc.subject Pavement performance evaluation en_US
dc.title The design, construction and Heavy Vehicle Simulator testing results on Roller Compacted Concrete test sections at the CSIR Innovation Site and on a full-scale test road at Rayton en_US
dc.type Conference Presentation en_US
dc.identifier.apacitation Du Plessis, L., Rugodho, G., Govu, W., Mngaza, K., & Musundi, S. (2016). The design, construction and Heavy Vehicle Simulator testing results on Roller Compacted Concrete test sections at the CSIR Innovation Site and on a full-scale test road at Rayton. http://hdl.handle.net/10204/9311 en_ZA
dc.identifier.chicagocitation Du Plessis, Louw, G Rugodho, W Govu, K Mngaza, and S Musundi. "The design, construction and Heavy Vehicle Simulator testing results on Roller Compacted Concrete test sections at the CSIR Innovation Site and on a full-scale test road at Rayton." (2016): http://hdl.handle.net/10204/9311 en_ZA
dc.identifier.vancouvercitation Du Plessis L, Rugodho G, Govu W, Mngaza K, Musundi S, The design, construction and Heavy Vehicle Simulator testing results on Roller Compacted Concrete test sections at the CSIR Innovation Site and on a full-scale test road at Rayton; 2016. http://hdl.handle.net/10204/9311 . en_ZA
dc.identifier.ris TY - Conference Presentation AU - Du Plessis, Louw AU - Rugodho, G AU - Govu, W AU - Mngaza, K AU - Musundi, S AB - Although the use of Roller Compacted Concrete (RCC) is not new in South Africa, the use of it to construct roads is not that well known or studied. The Gauteng Provincial Department of Roads and Transport (GPDRT) in conjunction with CSIR Built Environment in South Africa and Cosal Consultants CC started a research program on the use of RCC technology for roads. Whereas RCC is normally constructed with a relatively low labor component using heavy mechanical equipment, one of the aims of this investigation was to evaluate the structural performance of RCC constructed with a relatively high labor component using hand-operated equipment. The evaluation was done using the Heavy Vehicle Simulator (HVS) of the GPDRT. This paper briefly details two investigations. One HVS RCC test was conducted at the CSIR innovation site and the other on a full-scale test road at Rayton, Gauteng. Through HVS testing it has been shown that this type of pavement performed well in the dry state, even when constructed on a substandard support system. Test results indicate that this type of pavement exceeded its predicted performance. The use of hand-labor for layer compaction is discouraged as this can lead to layer densities lower than acceptable standards, which result in poor performance. The importance of proper RCC mix design to mitigate the negative effects of shrinking and crack forming is highlighted in this study. DA - 2016-09 DB - ResearchSpace DP - CSIR KW - Heavy vehicle simulator testing KW - Roller compacted concrete KW - RCC KW - Labor-based construction KW - Pavement performance evaluation LK - https://researchspace.csir.co.za PY - 2016 T1 - The design, construction and Heavy Vehicle Simulator testing results on Roller Compacted Concrete test sections at the CSIR Innovation Site and on a full-scale test road at Rayton TI - The design, construction and Heavy Vehicle Simulator testing results on Roller Compacted Concrete test sections at the CSIR Innovation Site and on a full-scale test road at Rayton UR - http://hdl.handle.net/10204/9311 ER - en_ZA


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