Porous Asphalt

1. Area to be repaired is demarcated and confirmed at site with the Engineer representative.
2. The milling work shall be done as mentioned in 2.3.A.  The purpose of milling is to remove the existing porous asphalt layer (if required) or for key joint construction
3. Subsequently, neomed shall be applied as per specifications
4. 50 mm thick of porous asphalt is then laid and compacted.  The laying shall be with the use of sensor and string wire to regulate minor settlement or surface irregularities.
5. Compaction shall follow the rolling pattern established during the trial lay.
6. The material transported shall be ensured within 2 hours travelling time from site, to prevent drain-down effects.  The laid material is to be let to cure for minimum of 4 hours and during this duration the lane is to be closed from traffic.