Related Questions

Group index method of design of flexible pavement is
A A theoretical method
B An empirical method based on physical properties of sub-grade soil
C An empirical method based on strength characteristics of sub-grade soil
D A semi empirical method
The maximum width of a vehicle as recommended by IRC is
A 1.85 m
B 2.44 m
C 3.81 m
D 4.72 m
There are two domains on your network. The DESIGN domain trusts the SALES domain. A color printer is shared in the DESIGN domain, and print permissions have been granted to the Domain Users and Domain Guests groups in the DESIGN domain. The Guest account has been enabled in the DESIGN domain. User John Y logs on using his account in the SALES domain. What must you do to allow JohnY to access the printer?
A Make JohnY a member of the DESIGN Domain Guests group
B Make JohnY a member of the DESIGN Domain Users group
C Do nothing. JohnY can access the printer now
D JohnY cannot access the printer with this configuration
E None of the above
The ruling design speed on a National Highway in plain terrain as per IRC recommendations is
A 60 kmph
B 80 kmph
C 100 kmph
D 120 kmph
Which of the following property specifies the order of a flexible item relative to the rest of the flexible items inside the same container?
A sort
B layout
C order
D asort
The binder normally used in flexible pavement construction is
A cement
B lime
C bitumen
D none of the above
Flexible pavement distribute the wheel load
A directly to subgrade
B through structural action
C through a set of layers to the subgrade
D none of the above
The particular places where pedestrians are to cross the pavement are properly marked by the pavement marking known as
A stop lines
B turn markings
C crosswalk lines
D lane lines
The attainment of super elevation by rotation of pavement about the inner edge of the pavement
A is preferable in steep terrain
B results in balancing the earthwork
C avoids the drainage problem in flat terrain
D does not change the vertical alignment of road
The number of repetitions, which the pavement thickness designed for a given wheel load should be able to support during the life of pavement is
A 1000
B 10000
C 100000
D 1000000

Next steps