The bitumen and tar are used as a binding agent. It is mixed with the aggregates in construction of roads.
They are easily blendable when the aggregates are in dry condition. In case of water presence in bitumen mixture, it will affect the bitumen bonding with the aggregates and shall disintegrate the road.
So, many different tests on bitumen have been conducted to find the quality, strength and durability.
The primary purpose of stripping value test is to determine the presence of water molecules in adhesion between the bitumen and aggregates. The stripping value test results are based on visual observation.
The adhesion is good between the aggregates and bitumen when the aggregates are free from wet and dust. If the water is present in the aggregates, then adhesion happens between the aggregates and bitumen or tar will become weak.
So, the stripping value test is conducted to evaluate the bitumen binder, whether it is suitable or not for road construction.
The stripping value of aggregates determined by static immersion method as per IS code 6241.
The stripping value is calculated in percentage by the ratio of uncovered area aggregates which is not coated by bitumen to the total aggregates area.
Now the striping area can be calculated visually. Estimate the uncoated area by bitumen.
Stripping Value of Aggregates = (uncovered area aggregates / Total area of aggregates) x 100
The stripping value of aggregates = …. %
At least 3 sample aggregates should be tested, and the average value is the stripping value of the aggregates. The stripping value should not be more than 5% of the total aggregate area.
SI | Stripping Percentage | Average % |
1 | ||
2 | ||
3 |
Happy Learning 🙂
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