The penetration value of a bitumen sample tested at 25°C is 80. When this sample is heated to 60°C and tested again, the needle of the penetration test apparatus penetrates the bitumen sample by d mm. The value of d CANNOT be less than mm.
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- Q1.(b) Does the penetration test value has any impact on other bitumen tests values? If yes , explain.19 docs.google.com/forms subjected to stress, it breaks with little elastic deformation and without significant plastic deformation True False - Tensile stress to bars, column , etc lead to shortening this sample. True False - Semi hydraulic lime is an intermediate between Dolomatic and Hydraulic lime True False العربية الإنجليزية ...Standard Test Method for Ductility of Bituminous Materials 1) Define ductility value of the bitumen ?2) How is ductility value expressed ?3) What are the precautions to be taken while test is conducted?
- Q 1.(a)Propose the basic concept of penetration test of bitumen. Discuss the penetration value used in different areas and its limitationStandard Test Method For Penetration of Bituminous test 1. Importance of penetration test.2. Effect of temperature, load and time on penetration values. State otherconditions.3. The use of different grade in different climates.4. What is the meaning of “consistency of bituminous materials”?5. Which value of penetration can be used in construction of roads in Iraq?3. In a drained tri-axial test, a specimen is confined under pressure and axially loaded until failure. The failure conditions of the specimen are analyzed for shear strength. What is the value of the minor principle stress? Half the value of the major principle stress Twice the value of the major principle stress . The same as the confining pressure The same as the cohesion value ● ● ●
- The unconfined compression test sampler is : Split Spoon sampler Sonotube sampler Shelby tube samplerSoftening Point test ASTM D36- 95AASHTOT53- 06 1. Importance of softening point test and penetration index.3. Explain the relation between penetration and softening point under the effect of temperature.4. What is the representation of using the balls in the test?5. If you have two types of bitumen, which they have softening points of 55P ᵒC and 60 ᵒC ; which one is most affected by temperature, why? Explain that. please answer this quations for this testنقطة واحدة نقطة واحدة نقطة واحدة The height of the capillary rise of water increases as particle diameter increases True O False O Normal fault is generated by compressive force True O False O The porosity is the ratio of void volume to total volume True O False O
- Q-The spherical grit particles, having a radius of 0.01 mm and specific gravity of 3.0, need to be separated in a settling chamber. It is given that g=9.81m/s² the density of the liquid in the settling chamber =1000kg / m³ the kinematic viscosity of the liquid in the settling chamber = 10 m² (s Assuming laminar conditions, Find the settling velocity.The spherical grit particles, having a radius of 0.01 mm and specific gravity of 3.0, need to be separated in a settling chamber. It is given that g=9.81m/s² the density of the liquid in the settling chamber = 1000kg/m the kinematic viscosity of the liquid in the settling chamber = 105² / s Assuming laminar conditions, the settling velocity (in mm/s, up to one decimal place) is__________1.Bitumen is obtained from a) Wood b) Petroleum c) Coal d) Kerosene 2.The resistance to flow is measured by a) Flash and fire b) Viscosity c) Penetration test d) Ductility test 3. The bitumen surface becomes stiff in a) Summer b) Winter c) Rainy d) Spring 4.The distance between two samples in penetration test should be a) 10mm b) 15mm c) 20mm d) 25mm 5. Which of the following grade of bitumen is harder? a) 30/40 b) 60/70 c) 80/100 d) All are equal 6.The temperature in penetration test is a) 25 b) 30 c) 27 d) 35 7. The softening point of bitumen in the given options (in degree Celsius) will be a) 25 b) 30 c) 35 d) 80 8. The process by which the water voids are removed is called a) Compaction b) Consolidation c) Permeability d) Shear strength 9.The void ratio can never be a) Less than 3 b) Greater than 4 c) Less than zero d) Equal to 5 10. The capability of aggregate to resist more weathering action and wheel load is called a) Hardness b) Toughness c) Durability d) Angularity 11. What is…