Penetration is a measurement of the hardness or consistency of bituminous material. Penetration test of bitumen is the vertical distance traversed or penetrated by the point of a standard needle carrying a 100 grams of load for 5 seconds into the bituminous material at a temperature of 25 degrees.. This distance is measured in one tenth of a millimeter. This test is used for evaluating consistency of bitumen materials.
This test is not suitable for testing the road tar, because tar posses high surface tension that are exhibited by the materials and they contain relatively larger amount of free carbon.
Also Read:Â What is Camber in Road Construction?
Objective of Penetration Test on Bitumen
- Determine the consistency of Bituminous Material
- Asses the suitability of bitumen for its use under different climatic conditions and type of construction
Uses of Penetration Test on Bitumen
- The test helps to differentiate between different bitumen grades.
- Ensure the obtained bitumen for construction is off required grade and quality.Â
- To check the sustainability of the bitumen in different weather and loading conditions.
- To measure softness, hardness and consistency of the bitumen.
Materials Requires for Penetration Test on Bitumen
Procedure for Penetration Test on Bitumen
- Soften the material to a pouring consistency at a temperature not more than 60 degree celsius for tar and 90 degree celsius for bitumen above approximate softening point and stir it thoroughly until it is homogeneous and is free from air bubbles and water.
- Pour the melt into the container to a depth at least 10mm in excess of the expected penetration. Protect the sample from dust and allow it to cool in an atmosphere at a temperature between 15 degree celsius and 30 degree celsius for 1 hr.Â
- Place this along with the transfer dish in the water bath at 25± 0.1 degree Celsius and allow it to remain for 60 to 90 minutes. The test is carried out at 25± 0.1 degree Celsius unless otherwise stated.
- Fill the transfer dish with water from the water bath to a depth sufficient to cover the container completely. Place the sample in it and put it upon the stand of the penetration apparatus.
- Clean the needle with benzene, dry it and load it with the weight. The total moving load required is 100 ± 0.25 g, including the weight of the needle, carrier and superimposed weights.
- Adjust the needle to make contact with the surface of the sample. This may be done by placing the needle point in contact with its image reflected by the surface of the bituminous material.
- Make the pointer of the dial to read zero or note the initial dial reading.
- Release the needle for exactly 5 seconds.
- Adjust the penetration machine to measure the distance penetrated.
- Make atleast 3 readings at points n the surface of the sample not less than 10 mm apart ad not less than 10 mm from the side of the dish. After each test return the sample and transfer dish to the water bath and wash the needle clean with benzene and dry it. In case the material takes a penetration greater than 225 mm, three determination of the two identical test specimens using a separate needle for each determination should be made, having the needle in the sample on completion of each determination to avoid disturbance of the specimen.
Precautions to be Taken For Penetration Test on Bitumen
- No movement of the container while the needle is penetrating into the sample.
- The sample taken for testing must be free from any extraneous matter. If present, sieve it through IS Sieve 30.
- The needle should be cleaned with benzene and dried before each penetration.
Record of Observations and Calculations
Experiment No: ____ |
TRIAL 1 |
TRIAL 2 |
TRIAL 3 |
Penetrometer Reading a. Initial Reading b. Final Reading |
 |
 |
 |
Penetration Value = Initial Reading –Final Reading |
 P1 |
 P2 |
 P3 |
Mean Penetration value |
(P1 +P2 + P3
)/3 |
Â
PENETRATION |
DIFFERENCE |
0-49 |
2 |
50-149 |
4 |
150 TO 249 |
6 |
250 AND ABOVE |
8 |
Result
Interpretation of Results
- 80/100 Grade Bitumen = Bitumen with penetration value between 80 and 100 at standard test conditions.
IS 73 -REQUIREMENTS FOR PAVING BITUMEN TYPE-1
BITUMEN
GRADE |
PENETRATION
VALUE |
S-35 |
30 TO 40 |
S-45 |
40 TO 50 |
S-55 |
50 TO 60 |
S-65 |
60 TO 70 |
S-90 |
80 TO 100 |
S-200 |
175 TO 225 |
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