The following results were obtained for asphalt mixture design of AC10. Which of the following statements are TRUE about the mix? Stability Flow Parameter O Too much fines O Lack of voids O Lack of binder Stiffness Voids in total mix (VTM) Voids filled with bitumen (VFB) TABLE Q19 None of the above Results >1000 kg 4 mm >250 kg/mm 5.5% 67%
The following results were obtained for asphalt mixture design of AC10. Which of the following statements are TRUE about the mix? Stability Flow Parameter O Too much fines O Lack of voids O Lack of binder Stiffness Voids in total mix (VTM) Voids filled with bitumen (VFB) TABLE Q19 None of the above Results >1000 kg 4 mm >250 kg/mm 5.5% 67%
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Highway engineering civil engineering Question number (30)
![The following results were obtained for asphalt mixture design of AC10. Which of *
the following statements are TRUE about the mix?
Stability
Flow
Parameter
Too much fines
Stiffness
Voids in total mix (VTM)
Voids filled with bitumen (VFB)
TABLE Q19
O Lack of voids
O Lack of binder
O None of the above
Results
>1000 kg
4 mm
>250 kg/mm
5.5%
67%](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fa232d2b3-6d5c-4e54-bd1d-7dc092ceaeca%2Fd07d4767-4584-4c92-bb57-2e205d07b5dc%2F2gwbmac_processed.png&w=3840&q=75)
Transcribed Image Text:The following results were obtained for asphalt mixture design of AC10. Which of *
the following statements are TRUE about the mix?
Stability
Flow
Parameter
Too much fines
Stiffness
Voids in total mix (VTM)
Voids filled with bitumen (VFB)
TABLE Q19
O Lack of voids
O Lack of binder
O None of the above
Results
>1000 kg
4 mm
>250 kg/mm
5.5%
67%
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