In progress ................
Road Materials and section information
1) Embankment
Embankment |
2) Granular Subbase (GSB)
GSB Layer |
3) Granular Base (Grading I & II or WMM)
WMM befor compaction | WMM after compaction | WMM + Primer +DBM |
4) Prime coat:- IRC:15
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Description | Description | Description |
Of emulsion such as RS1 , SS1 etc, shall penetrate into Granular Base upto 10 mm.
Equivalency factor for various layers need to be calculated.
6) BC / Carpet + seal coat / Mastic /SMA / Micro surfacing
Fresh BC Mix | BC mix After 1 year traffic movement |
Mastic Asphalt | Microsurfacing | SMA |
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Description | Description | Description |
Q) After how much time sealcoat must be done??
Ans:- The seal coat shall be applied immediately after laying the premix carpet and rolled.
No traffic shall be allowed on the road until the seal coat has been laid.
Binder for premix carpet :-
1) Paving bitumen --> IS:73
2) Modified bitumen --> IRC:SP:53
Fine aggregates for Carpet should have sand equivalent value as min 60, as per test method in IS:2720 (Part 37)
Binder for tack coat --> Rapid setting cationic bitumen emulsion--> IS:8887
In snow bound areas where emulsion or Paving bitumen is not feasible, cut back bitumen conforming to IS:217 or IS:454 can be useful.
Ans:- The seal coat shall be applied immediately after laying the premix carpet and rolled.
No traffic shall be allowed on the road until the seal coat has been laid.
Binder for premix carpet :-
1) Paving bitumen --> IS:73
2) Modified bitumen --> IRC:SP:53
Fine aggregates for Carpet should have sand equivalent value as min 60, as per test method in IS:2720 (Part 37)
Binder for tack coat --> Rapid setting cationic bitumen emulsion--> IS:8887
In snow bound areas where emulsion or Paving bitumen is not feasible, cut back bitumen conforming to IS:217 or IS:454 can be useful.
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