• HOME
  • QUIZ
  • CONTACT US
EXAMIANS
  • COMPUTER
  • CURRENT AFFAIRS
  • ENGINEERING
    • Chemical Engineering
    • Civil Engineering
    • Computer Engineering
    • Electrical Engineering
    • Mechanical Engineering
  • ENGLISH GRAMMAR
  • GK
  • GUJARATI MCQ

Highway Engineering

Highway Engineering
For the design of super elevation for mixed traffic conditions, the speed is reduced by

20%
15%
75%
25%

ANSWER DOWNLOAD EXAMIANS APP

Highway Engineering
The walls which are necessary on the hill side of roadway where earth has to be retained from slipping is known as

breast wall
retaining wall
parapet wall
None of these

ANSWER DOWNLOAD EXAMIANS APP

Highway Engineering
Maximum daily traffic capacity of bituminous pavements is

500 tonnes per day
1500 tonnes per day
2000 tonnes per day
1000 tonnes per day

ANSWER DOWNLOAD EXAMIANS APP

Highway Engineering
In case of hill roads, the extra widening is generally provided

one-fourth on inner side and three-fourth on outer side of the curve
equally on inner and outer sides of the curve
fully on the outer side of the curve
fully on the inner side of the curve

ANSWER DOWNLOAD EXAMIANS APP

Highway Engineering
The recommended grade of tar for grouting purpose is

RT-2
RT-1
RT-3
RT-5

ANSWER DOWNLOAD EXAMIANS APP

Highway Engineering
Study the following statements regarding creep. i) Creep is greater on curves than on tangent railway track, ii) Creep in new rails is more than that in old rails, iii) Creep is more on steep gradients than on level track. The correct answer is

(i), (ii) and (iii)
(i)and(ii)
only (i)
(ii) and (iii)

ANSWER DOWNLOAD EXAMIANS APP
MORE MCQ ON Highway Engineering

DOWNLOAD APP

  • APPLE
    from app store
  • ANDROID
    from play store

SEARCH

LOGIN HERE


  • GOOGLE

FIND US

  • 1.70K
    FOLLOW US
  • EXAMIANSSTUDY FOR YOUR DREAMS.
  • SUPPORT :SUPPORT EMAIL ACCOUNT : examians@yahoo.com

OTHER WEBSITES

  • GUJARATI MCQ
  • ACCOUNTIANS

QUICK LINKS

  • HOME
  • QUIZ
  • PRIVACY POLICY
  • DISCLAIMER
  • TERMS & CONDITIONS
  • CONTACT US
↑