DESIGN PROCEDURE. 1:-Use M15 grade concete. Aggregate and cement ratio 12:1 2:- The minimum cement content 150 kg/ cum. If the fly ash more than 20% the minimum cement contents 120 kg/cum. 3:-compressive strength of5no sample cement concete . Cube test after 7 days curing not less than 10 MPA. Compressive strength of cement concete cube test 1no sample not less than 7.5 MPA. 4:- Dlc mix in premix batching plant material homogeneous and uniform. 5:- DLC placed premix batching plant to site by hiwa covered by tarpoline to protect wether. 5:- DLC laid down and spreading by jcb bucket on surfaces area of GSB Sprinkler water drop down on surfaces avoid loss ofwater. Optimum moisture content+_2% 6:- Automatic electromagnetic electronic sensior machine 150mm DLC thicknesses properly compacted, camber, prpoperly maintend no segregation and loss of cement concete . 7:- DLC surface laid on hessian cloth and gunney beg, sprinkler water drop down on surface curing properly 7 day's. After 7 days curing complete allowed from traffic movement. 8:- width compaction achieved by 98% and edge surface compaction 96% 9:- DLC TOLERANCE = +_ 6MM