|Grade Standard||Chemical Grade|
|Features||Safe Usage, Safe Usage|
|Packaging Details||DERBO-101 Liquid in 200 Kg. UN Certified MS Drums.
DERBO-101-P5 Solid Flakes in 25 Kg. LDPE Lined Paper Coated HDPE Bags.
DERBO-401 Liquid in 180 Kg. UN Certified MS Drums.
WETBOND-SP Liquid in 190 Kg. UN Certified MS Drums.
WETBOND-E Liquid in 200 Kg. MS Drums / 100 Kg HDPE Mini-drums.
Introduction : The Premature failure of Bituminous Pavements due to action of water is the most common problem and single biggest factor causing early pavement distress. The most important reason contributing to this condition is improper adhesion between bitumen and commonly used aggregates, salt contamination of water/soil and water drainage problems. Majority of aggregate show high stripping value (as high as 70%) and most of them fail miserably in bitumen adhesion properties. These conditions prevail across continents, thus all around the world, anti-stripping agents are recommended and used to extend pavement life.
Since this is well established that Bituminous Pavements suffer from water damage, this damage can result in rutting, shoving, ravelling, bleeding, cracking and formation of potholes. More importantly this can also lead to loss of chippings from surface dressings (chip-sealing) and freeze-thaw damage in snow-bound area. The reason for this problem on a micro scale is loss of adhesion between the bitumen and the aggregates. There are very few types of aggregate which can resist the action of water, because the water can enter the pavement structure in a number of ways:
The factors contributing to moisture damage of these pavements includes:
Adhesion of Bitumen
Bitumen is the semisolid material obtained from distillation of crude petroleum oil. It is largely made up of hydrocarbons with low polarity hence it has a very low reactive index and shows little chemical affinity for aggregate, whereas most of the aggregates are ionic so they have high affinity for water. This shows that bitumen can be easily displaced by water, leading to separation of bitumen layer from aggregate.
Being the distillate of crude oil, bitumen contains a number of organic substances. Presence of naphthanic acid and other carboxylic acids make the Bitumen slightly acidic, so with siliceous aggregates repulsive forces makes the bonding inefficient. This may lead to the problem of stripping and failure of bituminous pavements.
There is only one cause of stripping: water getting between a bitumen film and the aggregate surface, replacing the bitumen as the coating of the aggregate. Practically the adhesion between bitumen and aggregate depends on the source of the bitumen and the chemistry of the aggregate surface. The Aggregates can be of an "acidic" type with surface showing negative charge, or "basic" with surfaces showing positive charge. Acidic aggregates include high silica content rocks, while basic aggregates include carbonate mixes. Bitumens, especially those with high acid value, show a tendency to become negatively charged resulting in adhesion problems (particularly with acidic aggregates). Although water damage is highest in wet climates and high traffic roads show such damage most quickly, but this problem can occur in all climates.
The chemical affinity between bitumen and aggregate can be improved by the addition of very small quantities of chemicals which change the nature of the aggregate or the bitumen to have more affinity for the other.
These chemicals are known as "Anti-stripping Agents" "Anti-stripping Additive" or "adhesion promoters".
Since the stability of bituminous pavement largely depends on adhesion between bitumen and aggregates, the ionic nature of aggregate is an important factor explaining the problem of stripping that differ for different type of aggregates.
This also explains non-formation of stable bond in bituminous pavement construction. (refer IS-6241:1971 "Method of test for determination of stripping value of road aggregates, ASTM D3625 "The Boiling Water Test"). The widely accepted class of Anti-stripping agents belong to Fatty Polyamine group of chemicals where even in a very small dose they provide:
Although the use of Anti-stripping Agents can not eliminate the pavement damage problems caused by poor pavement design, bad construction techniques or poor materials, but mostly helps to minimize their effect.
The twin aspects of pavement stability are:
Poor wetting can be avoided by the modification of the bitumen properties or by the modification of the aggregate surface. The aggregates can be pre-coated with kerosene or water solution of Anti-stripping Agent to make the surface more receptive to the bitumen. But more practical approach is to modify the binder properties by the adding Anti-stripping Agent additives also known as "adhesion promoters", "wetting agents" or "Anti-stripping Compounds"
DERBO & WETBOND Range
The problem of stripping can be effectively minimized using "DERBO" and "WETBOND" range of anti-stripping agents. Since they are made from Polymeric amines, the amine group of "DERBO" and "WETBOND" anti-stripping agents reacts with acidic aggregates and makes the aggregate surface hydrophobic (repulsive to water). Further lipophilic (oil loving) Fatty chain remains well suspended in bitumen to form a bridge between bitumen and aggregates. This prevents stripping even in presence of water.
Amine based "DERBO" and "WETBOND" Anti-stripping agents also act by changing the interfacial tension between Bitumen and aggregates and strengthening the bonding for long term durability.
In construction of bituminous pavements, the aggregates are used in two ways e.g. in coated form (Hot Mix etc.) and uncoated form (spraying work etc.). When used in proper dose, "DERBO" and "WETBOND" are equally effective in both the applications. In coated form they prevents stripping even when coated aggregates are submerged in water and in uncoated form they provides active adhesion of bitumen even with wet aggregates.
Dosing of DERBO and WETBOND can be done at different stages of mixing and application. An automatic dosing system can be installed in hot mix plant, however an easier way is to add pre-determined quantity in bitumen storage tank before unloading the bitumen from bulk tanker. Alternatively it can be mixed in stored bitumen by gentle stirring for 15 minutes by a mechanical or manual process. The required dose of each grade will be different depending on type of bitumen used, type of aggregates and type of surfacing. (The dose can be estimated by some simple tests covered under testing page)
Products are tested from:
Common tests for on-site evaluation of the efficacy of Anti-stripping Agents are:
Coating Retenion Test :
A test similar to stripping test where the blends of different doses of Anti-stripping Agents (0.0, 0.2, 0.4, 0.6, 0.8 and 1.0%) in hot Bitumen are prepared and 10 gms of each blend is mixed with 200 gm hot aggregates and placed in a beaker to cool. Each beaker is then filled with distilled water to submerge the aggregates and placed in water bath maintained at 40°C for 24 hrs. After 24 hrs, each beaker is visually inspected to determine the percentage of Anti-stripping Agent sufficient to retain more than 95% coating.
Under Water Coating Test :
Different blends of Anti-stripping Agents (0.0, 0.2, 0.4, 0.6, 0.8 and 1.0%) are made in bitumen cutback MC-30. In a 1-litre capacity tin container, 200 gm aggregate are taken and 750 ml of warm distilled water (at 40°C) is poured inside. On top of water, 10 gm of bitumen-antistripping blend is poured. The container is then capped and shaken vigorously for 2 minutes. Then water is drained out and aggregates are transferred on white paper. Percentage of area of aggregates coated with bitumen inside water is then visually estimated.
Boiling Test :
Blends of different doses of Anti-stripping Agents (0.0, 0.2, 0.4, 0.6, 0.8 and 1.0%) in Bitumen are prepared and each mixed in 10 gm quantity with 200gm aggregates and put in a beaker to cool. Each beaker is then filled with distilled water to submerge the aggregates and boiled vigorously for 10 min. After 10 min water is drained and the aggregates are transferred to white paper where retained coating is visually estimated.
Retained Marshall Stability :
Test specimens are prepared with 5% Bitumen/ Bitumen-Antistripping Agent blends. One group is placed in water at 60°C for 40 min and tested for Marshall Stability. The other identical group is immersed in water at 60°C for 24 hrs. and then tested for Marshall Stability. The Retained strength is then calculated by determining the percentage of Retained Marshall Stability.
Hot-Mix Surfacing :
Hot Mix surfacing is the most efficient and preferred road construction technology. This however requires stringent control of performance features like stripping which most of the times shortens the pavement features and life. This problem can be minimized by using small doses of DERBO that also results in Bitumen saving and good saving in maintenance.
Surface Dressing (Chip-Sealing) :
Surface dressing (chip sealing) involves spreading uncoated chippings over a sprayed layer of Bitumen followed by rolling. The applied Bitumen layer cools rapidly leading to wetting problems which become worse by wet and dusty aggregates. In this case an active adhesion is required and typically 0.5-1.0 % DERBO is added to the bitumen. Alternatively the chippings can be pre-coated with a mix of diluted binder and DERBO or a diluted water solution of DERBO can be sprayed on chippings before spreading. Field studies have demonstrated that the use of Anti-stripping Agents in surface dressing provides resistance to early rain.
When repair works like pot-hole filling, crack sealing, rutting etc are carried out in rainy season or where possibility of moisture damage is high, a little addition of Anti-stripping Agent ensure stable repairs.
Hot Recycling :
When a pavement is subjected to hot-recycling, if partly coated surfaces are observed in the reclaimed mix, to provide easy wetting, better water resistance and better compaction, Anti-stripping Agent should be used.
Cationic bitumen emulsions provide good adhesion in road applications but sometimes an additional water resistance is required. Anti-stripping Agent can be added to the binder before emulsification. Anionic emulsions generally provide poor adhesion to siliceous (acidic) aggregates. Adhesion of anionic emulsions can also be improved by adding Anti-stripping Agent to the binder before emulsification, or to the finished emulsion.
Precoated Chippings :
When chippings are lightly coated with bitumen, kerosene or diesel to ensure adhesion in surface dressing or when rolled into hot rolled bituminous surfaces to improve skid resistance, Anti-stripping Agent can be added to the coating material to ensure good adhesion.
Prime Coats :
Where cutbacks are used for priming and dust control during construction, since road base retains moisture and remains cold, Anti-stripping Agent should be added to the prime coat to ensure active adhesion and protection from moisture.
|The Optimum doses of commercial grades are
|For Hot-Mix ( % w/w of Bitumen)||For Repairs ( % w/w of Bitumen)|
|DERBO-401 Liquid||0.1% to 0.3%||0.2% to 0.4%|
|DERBO-101 Liquid||0.1% to 0.5%||0.2% to 0.6%|
|DERBO-101-P5 Flakes||0.1% to 0.2%||0.2% to 0.3%|
|WETBOND-SP Liquid||0.1% to 0.4%||0.2% to 0.5%|
|WETBOND-E Liquid||0.2% to 0.5%||0.3% to 0.6%|