4.7.6 Design an asphaltic concrete pavement thickness using Arahan Teknik Jalan 5/85, Arahan Teknik Jalan 5/85 (Pindaan

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4.7.6 Design an asphaltic concrete pavement thickness using Arahan Teknik Jalan 5/85, Arahan Teknik Jalan 5/85 (Pindaan

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4 7 6 Design An Asphaltic Concrete Pavement Thickness Using Arahan Teknik Jalan 5 85 Arahan Teknik Jalan 5 85 Pindaan 1
4 7 6 Design An Asphaltic Concrete Pavement Thickness Using Arahan Teknik Jalan 5 85 Arahan Teknik Jalan 5 85 Pindaan 1 (228.3 KiB) Viewed 18 times
4.7.6 Design an asphaltic concrete pavement thickness using Arahan Teknik Jalan 5/85, Arahan Teknik Jalan 5/85 (Pindaan 2013) and Road Note 31 methods based on these data: Average commercial vehicle per day per direction (2016) = 1600 (which is 30 %of total traffic per day per direction) Traffic growth rate per year = 6.0% SEX ● ● Design life = 10 years Thickness and CBR value for subgrade layers: 350 mm (12%), 350 mm (8%) and 300 mm (4%) Project is expected to complete and open to traffic in 2019. Compare the thickness obtained and comments.
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