It is a mix design based tailor made cationic bitumen emulsion to meet performance requirements such as workability, coating, strength development and other applicable targets with low and medium dusty aggregates of different parts of India. Esmul Cold Binder has been provided with min 65% residual binder with low Saybolt viscosity 30-45 sec to exhibit good coating and workability onto aggregate surface.
Property | Test | Specification | Method of test |
Cleanliness (dust) | Grain size analysis | Max 5% passing 0.075 mm sieve | IS: 2386 Part I |
Particle shape | Combined Flakiness and Elongation Indices | Max 35% | IS: 2386 Part I |
Strength | Aggregate Impact Value | Max 27% | IS : 2386 Part IV |
Durability | Soundness (Sodium Sulphate/Magnesium Sulphate) | Max 12% / Max 18% | IS : 2386 Part V |
Water Absorption | Water Absorption | Max 2% | IS : 2386 Part III |
Stripping | Coating and stripping of Residual Bitumen Aggregate Mix | Min retained coating 95% | IS : 6241 |
Fine clay particles | Sand Equivalent Value | Min 50 | IS : 2720 (part 37) |
Surface relativities | Methylene blue | Max 10 | ISSA |
Sl.No. | Open Graded Premix Carpet (OGPC) | |
1 | Coarse aggregate of nominal 13.2 mm size: passing IS: 22.4 mm sieve and retained on IS:11.2 mm sieve | 0.18 m3 |
2 | Coarse aggregate of nominal 11.2 mm size: passing IS: 13.2 mm sieve and retained on IS:5.6 mm sieve | 0.09 m3 |
Sl.No. | Open Graded Premix Carpet (OGPC) | |
1 | For Open Graded Premix carpet (OGPC) | 20-23 kg |
2 | For Premix Seal Coat | 10-12 kg |
A cold mix is defined as a mixture of customized or tailor made bitumen emulsion and non heated aggregate.
The most widespread method of rural road construction is the one in which the aggregate and bitumen is heated up to 150°C. In hot mix technology, it is difficult to maintain the desired temperature at every stage. Failing to maintain these temperatures could affect durability of the pavement. High rainfall, high altitude and cold weather conditions, long distance between hot mix plant and project site, are some of the challenges faced during the construction of avements.
Cold mix technology addresses all these problems. It is made up of Tailor made bitumen emulsion cold binder that allows construction in all seasons.
The Cold mix technology came into existence in the early 1900s and its application as a pavement was first started in the 1920s. In India, the use of cold mix first started in the 1970s, by that time the world had started using it in various fields of construction and maintenance of roads. Bitumen emulsion cold binder makes it possible for mixing and laying down the pavement at ambient temperature.
The Cold mixed OGPC can be prepared in a concrete mixer. Firstly, the surface shall be dirt and dust free, loose materials if any, should be removed. Apply prime coat over this clean surface. The blended aggregate of 13.2 mm and 11.2 mm size in 2:1 ratio shall be charged into concrete mixer. The premixing water content @ 1 to 2 percent by weight of aggregate shall be added (if needed) into the mixer and uniformly mixed to wet the aggregate surface. The required quantity of ESMUL COLD BINDER shall then be added and mixed with aggregate for two minutes for uniform coating. Prolong mixing shall be avoided as it tends to de-coat the binder from aggregate. The cold mix while indicating brown colour shall be discharged into trolleys to transport to the construction site. Tack coating, spreading of cold mix and compaction of cold mix with 8-10 tonne roller shall be carried out to get the finished premix carpet surface.
Production of cold asphalt mix does not require high investment in equipment, which makes it economical. It is also suitable for emote areas. Cold asphalt mixes can be used for initial construction and for recycling of asphalt pavements.
Slurry seal and microsurfacing can also be considered as cold mixes although used as surface treatment.
Emulsions are unlikely to present any significant health or safety hazard when properly used in the recommended application and good standards of industrial and personal hygiene are maintained. Avoid contact with skin. Use protective clothing i.e. coveralls, gloves, boots, neck and face protectors.
© Copyrights 2023 ESBEE | All rights reserved.
Design & Development by Aim Digitalise