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This is the process of flexible and rigid pavement design method.

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Rigid pavement separation memberance 125 micron,overlapping 300mm ,DlC,pQC,150MM,300MM, PQC Dowel bar 32mm Dia.500mm length ,130 mm fixed in pqc 330mm dowelbar guessing around and pvc dowel sheet both end fix cap one cap hole 50mm with tapping. It is provided transverse direction load transfer one slab to another slab, tiebar 12mm Dia tor bar length one meter.it is provided longitudinal direction mid depth of slab to connectivity of two slab. To protect transverse cracking and deformation of deflection.

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This is flexible pavement

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Particles size of soil grain lumps and cloud 75mm,liquid limit 50% ,plastic limit 25%,Swelling and shirkage of soil 50%,subgrade large of Particles lumps and cloud 50mm .effective design as per cbr ratio, GSB,- it is aggregate and boulders dust large size of grains 67mm to 75mm.cbr is grater than 30% plastic limit<8,% water absorption <2% impact value<40% GSB Crushed 50% wmm layer it is mixture of stone and binding material aggregate size 4.75mm to20mm,DBM - aggregate Size 20 to 28mm VG3O GRADE BITUMEN, BC-31.75 MM aggregate size, high dense bitumen.wear coat 6 to8mm with bitumen, subgrade 500mm, GSB 250MM,confinement layaer/ new blanket, WMM250 MM,DBM 150MM BC 75MM Wearig coat 6to8mm

Accepted Answer

Embankment, subgrade,GSB,confinment layer,WMM,prime coat,tackcoat,DBM,tackcoat,BC,Seal coat

You have to knowledge about Highway design and basic academic.

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