EMA
EMA 281
design a flexible pavement with the following data at; Subgrade CBR 2% at 95% compaction, Improved subgrade is 8% at 98% compaction, Sub-base 30% at...
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design a flexible pavement with the following data at; Subgrade CBR 2% at 95% compaction, Improved subgrade is 8%

at 98% compaction, Sub-base 30% at 100% compaction. Number of commercial vehicles as per last count in both directions is 100. Annual rate of traffic increase is 6.5%. Expected period of completion of road after last count is 2years. Design life is 10years

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