CONCRETE MIXING & PLACING:
The concrete will be produced in fully automatic batching plant as per required design mix and will be transported in transit mixer.
Form Work:
1. M. S. Channel of a required thickness will be used as form work for casting of PQC.
2. M.S Rail track channel will be fixed by helping wooden blocks and M.S jack for travelling the fixed form sensor paver
PLACING OF SEPARATE MEMBRANE, DOWEL BAR, TIE BAR
Separate membrane of PVC sheet as per required thickness will be place on DLC before casting of PQC as per the design in charge, placing of the Dowel Bars & Tie Bars to be place in the panel before casting ofthe PQC as per IRC-58.
S EPARATION MEMBRANE
DOWEL BAR
COMPACTING & LEVELING WITH SENSOR CONCRETE PAVER
PQC will be place with Sensor Paver as per required paving width. Concrete will be compacted and leveled with Auto leveling sensor system.
MANUAL BULL FLOAT
Once the concrete has been compacted and leveled its surface will be smoothen by means of manual bull floating, the process will be finished before excess moisture or bleed water appear on the surface.
MECHANICAL FLOATING: (IF REQUIRED)
Once the concrete has been compacted and leveled its surface will be smoothened by means of Mechanical Floating.
TEXTURING
Just before the concrete becomes non-plastic, the surface will be textured with an approved handled steel or fiber broom conforming to the stipulations laid down in IRC:43. The broom tool will be pulled gently over the surface of the pavement from edge to edge.
CURING OF PAVEMENT
CURING COMPOUND
CURING POND
JOINTS SPACING & DEPTH
The locations and the type of joints will be as per drawings. Proper joint spacing is necessary to control cracking of the concrete, the dummy joint will be cut with in 48 hours by Diamond Concrete Cutting Machine. Depth & Width of the cut as per thickness of the pavement.
JOINTS SEALING WITH SEALANT
Longitudinal, Construction, Dummy & Expansion joints will be sealed as per the specification with approved Joint as per Engineer In Charge.