Civil Engineering - Concrete Technology Mock test - 3 - CIVIL ENGINEERING OBJECTIVE

Civil Engineering – Concrete Technology Mock test – 3

Welcome to your Concrete Technology Mock test - 3
Take an exciting test in Concrete Technology
You have only 20 mins to complete the test (26 Questions)
Wish you all the best!!!
1. An ordinary Portland cement when tested for its fineness, should not leave any residue on I.S. seive No. 9, more than
2. The operation of removing humps and hollows of uniform concrete surface, is known as
3. The aggregate containing moisture in pores and having its suface dry, is known as
4. If the engineer-in-charge approves, the 10 cm cubes may be used for the work test of concrete provided maximum nominal size of aggregate, does not exceed
5. Saw dust can be rendered chemically inert by boiling it in water containing
6. The condition not applicable to water cement ratio law, is
7. To hydrate 500kg of cement full water needed, is
8. For concreting tunnel linings, tran-portation of concrete is done by
9. Allowable shear strength of concrete, depends upon
10. The top diameter, bottom diameter and the height of a slump mould are :
11. The type of aggregates not suitable for high strength concrete and for pavements subjected to tension, is
12. If the effective working time is 7 hours and per batch time of concrete is 3 minutes, the output of a concrete mixer of 150 litre capacity, is
13. The grade of concrete M 150 means that compressive strength of a 15 cm cube after 28 days, is
14. The most useless aggregate is one whose surface texture is
15. Slump test of concrete is a measure of its
16. Permissible compressive strength of M 200 concrete grade is
17. The diameter of the Vicat plunger is 10 mm and its length varies from
18. To obtain a very high strength concrete, use very fine grained
19. Workability of concrete mix with low water cement ratio is determined by
20. Water cement ratio is
21. For the construction of cement con-certe dams, the maximum permissible size of the aggregates, is
22. The cement whose strength is a little lower than the ordinary cement during the first three months but attains afterwards the same strength, is known as
23. The type of aggregates of same nominal size, which contain less voids when compacted, are
24. Pick up the incorrect statement from the following:
25. High temperature
26. Efflorescence in cement is caused due to an excess of