DESINGN PROCEDURE :- 1:- Use M15 grade concrete. Aggregate and cement ratio 1:2 2:- The minimum cement content 150kg percum. If flayash is more than 20% the minimum cement contents 120 kg percum. 3:- The five sample of cement concete cube test after 7days curing compressive strength 10MPA. One sample of cement concete cube test after 7days curing compressive strength 7.5 MPA. 4:- The DLC premix batching plant material homogeneous and uniform. 5:- The Dlc carried from premix batching plant to site by hiwa DLC covered from tarpoline protection. 6:- The sprinkler water drop down on dlc surface area avoid to loss of water. 7:- The optimum moisture content of dlc +/_ 2%. 8 workability cement concete nil 9:- Automatic electromagnetic electronic sensior paver machine 150mm DLC laying on GSB surface properly compacted and maintain camber no segregation and no loss cement concete. 10 DLC laying on hessian cloth and gunney beg sprinkler water drop down on dlc surfac 7days curing. After7 days curing allowed from traffic movement. 11:- width compaction of DLC 98% edge compaction 96 % 12 TOLERANCE of Dlc +_6 mm
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Design procedure for laying M15 grade concrete with specific requirements for cement content, compressive strength, and compaction.
Use M15 grade concrete with aggregate and cement ratio of 1:2
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