Table of Contents
ToggleAuthor: Kishor Kumar | Category: Bituminous Works | Specification: MoRTH Clause 503
Improper tack coat application is one of the most common causes of pavement layer slippage, delamination, and premature cracking. Tack coat ensures shear resistance and structural continuity between successive bituminous layers.
| Material | Requirement |
|---|---|
| Bitumen Emulsion | RS-1 / RS-2 Cationic, IS:8887 compliant |
| Water | Not permitted for dilution unless approved |
| Surface Type | Application Rate |
|---|---|
| Existing Bituminous Surface | 0.20 – 0.25 kg/m² |
| Primed Granular Surface | 0.25 – 0.30 kg/m² |
Tack coat must be allowed to break (brown to black appearance). No traffic or construction equipment shall be permitted until the surface becomes tacky and non-tracking.
| Layer | Inspection Stage | Test / Parameter | Standard | Frequency | Acceptance Criteria |
|---|---|---|---|---|---|
| Tack Coat | Inspection at Source | Quality of Binder | IS: 1201 to IS: 1220 | 1 Sample / Lot |
Bitumen Emulsion complying with IS:8887 & Cutback Bitumen complying with IS:217 |
| In-process / Final Inspection | Binder Temperature | IRC:16 | At regular close intervals |
20°C – 70°C for Bitumen Emulsion 50°C – 80°C for Cutback Bitumen | |
| Rate of Spread of Binder | IRC:16 | Minimum Three Tests per Day |
Granular surface treated with primer:
2.5 to 3.0 Kg/10 m² Bituminous Surface: 2.0 to 3.0 Kg/10 m² |
To ensure proper bonding between existing and new bituminous layers.
No. Surface must be dry and clean.
Rapid-setting cationic emulsion RS-1 or RS-2 as per IS:8887.
Typically 20–30 minutes until emulsion breaks.
Standard construction methodologies for highway works as per MoRTH 5th Revision and IRC Specifications.