Q.1.

In slump test, each layer of concrete is compacted by a steel rodcm long and ofmm diameter for

Q.2.

If P, Y and Z are the weights of cement, fine aggregates and coarse aggregates respetively and W/C is the water cement ratio, the minimum quantity of water to be added to first batch, is obtained by the equation

Q.3.

To prevent segregation, the maximum height for placing concrete, is

Q.4.

The process of mixing, transporting, placing and compacting concrete using Ordinary Port land Cement should not take more than

Q.5.

A construction joint is provided where

Q.6.

An aggregate is known as cyclopean aggregate if its size is more than

Q.7.

Strength of concrete with passage of time

Q.8.

For given workability the grading requiring the least amount of water is one that gives

Q.9.

Le-Chatelier's apparatus is used for testing

Q.10.

Curing of pavements, floors, roofs and slabs, is done by

Q.11.

Sand generally contains salt if it is obtained from:

Q.12.

Pick up the correct statement from the following:

Q.13.

Placing of concrete should preferably be done at a temperature of

Q.14.

Setting time of cement increases by adding

Q.15.

For concreting tunnel linings, tran-portation of concrete is done by

Q.16.

The entrained air in concrete

Q.17.

Workability improved by adding

Q.18.

If the average compressive strength iskg/cm2 and standard deviation isthe co-efficient of variation is

Q.19.

For the construction of thin R.C.C. structures, the type of cement to be avoided, is

Q.20.

If the various concrete ingredients i.e. cement, sand and aggregates are in the ratio of 1:3:the grade of concrete, is

Q.21.

Pick up the incorrect statement from the following. While performing preliminary test on concrete

Q.22.

The main object of compaction of concrete, is:

Q.23.

The minimum percentage of chemical ingredient of cement is that of

Q.24.

'Ware house pack' of cement means

Q.25.

Pick up the incorrect statement from the following:

Q.26.

The impurity of mixing water which affects the setting time and strength of concrete, is

Q.27.

Horizontal construction joints in concrete walls are generally provided at

Q.28.

The aggregate impact value of the aggregate used in

Q.29.

The operation of removing humps and hollows of uniform concrete surface, is known as

Q.30.

If the slump of a concrete mix ismm, its workability is