All post Here - script by vk

[abstract]vk [accelerators]vk [admixtrure]vk [Aggregate]vk [agrregate test]vk [aquifer]vk [Batten]vk [beam]vk [Bitumen]vk [Bolt]vk [Booster]vk [Boussinesq theory]vk [Brick]vk [Bricks]vk [Bricks Study]vk [Building Materials]vk [canal]vk [cast]vk [cement]vk [CIVIL ENGINEERING]vk
[abstract]vk [accelerators]vk [admixtrure]vk [Aggregate]vk [agrregate test]vk [aquifer]vk [Batten]vk [beam]vk [Bitumen]vk [Bolt]vk [Booster]vk [Boussinesq theory]vk [Brick]vk [Bricks]vk [Bricks Study]vk [Building Materials]vk [canal]vk [cast]vk [cement]vk [CIVIL ENGINEERING]vk [Civil engineering amazing]vk [Civil engineering amazing projects]vk [class]vk [coat]vk [concrete]vk [Concrete Technology]vk [construction management]vk [Contra-flexure]vk [Cost]vk [Coulombs Theory]vk [Critical Flow]vk [Cseb]vk [csphcl exam previous year papers and admit cards]vk [docks and harbour]vk [elastic]vk [Electrical and Electronics]vk [electronics]vk [Engineer's-Knowledge]vk [ENVIRONMENTAL ENGINEERING]vk [Ese Civil 2023 questions]vk [estimate]vk [Ethics and Moral]vk [Facts-About-Engineering]vk [ferro cement]vk [first]vk [FlOW-NET]vk [FLUID MECHANICS]vk [FOUNDATION]vk [Frog]vk [Geo-technical-engineering]vk [Glass]vk [good]vk [HEART]vk [high]vk [High density concrete]vk [HIGHWAY ENGINEERING]vk [hydration]vk [Hydraulic jump]vk [important notes]vk [Instruments and Tools]vk [Iron]vk [Irrigation]vk [isochrones]vk [Job Updates & Opportunities]vk [lime]vk [Local shear failure]vk [low]vk [management]vk [mason]vk [Masonry]vk [maturity of concrete]vk [MCQ]vk [medium]vk [Mild steel]vk [mortar]vk [Optimum Compaction]vk [paint]vk [pig]vk [Plastering]vk [plastic]vk [Plasticizers]vk [prime]vk [problem]vk [Project Management]vk [properties]vk [Question-Answer]vk [quick lime]vk [Quick Revision]vk [Quick-Revision]vk [Rankine Theory]vk [RCC]vk [Recommended]vk [Reinforced Concrete Construction]vk [resection]vk [retarder]vk [RING]vk [rock]vk [scope]vk [seasoning]vk [second]vk [Self compacted]vk [sensitivity]vk [SHAKES]vk [Shear center]vk [shear strenght]vk [slope deflection method]vk [Soil exploration and Boring]vk [SOIL MECHANICS]vk [Soil Structure and Clay Mineralogy]vk [SOM]vk [Stability of Slope]vk [STAR]vk [steel]vk [Steel Engineering]vk [stiffeners]vk [stone]vk [Strength of Material]vk [Structural Steel Design]vk [structure analysis]vk [Subjects]vk [surveying]vk [syphon]vk [tack]vk [temperature]vk [templates]vk [Terzaghi Theory]vk [Test]vk [Tests]vk [third]vk [TILES]vk [timber]vk [tpes]vk [TRANSPORTATION ENGINEERING]vk [Tunnel]vk [Types of flow]vk [valuation]vk [value]vk [vee bee]vk [Wall]vk [wastage]vk [Water Supply]vk [Weld]vk [westergaard theory]vk [workability]vk

Table of Contents

TYPES OF TEST ON BRICKS - civil engineering study

Types of Tests On Bricks IS code 3495 

Following tests are conducted on bricks to determine its suitability for construction work.

  • Absorption test
  • Crushing strength test
  • Hardness test
  • Shape and size
  • Color test
  • Soundness test
  • Structure of brick
  • Presence of soluble salts (Efflorescence Test)
 

 WATER Absorption Test on Bricks - 3495 PART 2

  • Absorption test is conducted on brick to find out the amount of moisture content absorbed by brick under extreme conditions. 

Apparatus:

  • Oven, 
  • Weight balance, 
  • Tray

PROCEDURE

  • Take any five random bricks from a lot of brick as a specimen.
  • Dry the specimen in a ventilated oven at a temperature of 105°C to 115°C till it achieves considerably constant mass.
  • Cool the specimen to room temperature and take its weight (M1).
Testing:
  • When the specimen is completely dry, then immerse it in the clean water at the room temperature (27 ±2°C) for 24 hours.
  • Remove the specimen from the water after 24 hours and wipe out water with a damp cloth and weigh the specimen.
  • Take the weight (M2) of the specimen after 3 minutes of removing from the water.
  • Points to be Taken Care:
  • When you take M1, If the Specimen is warm while touching, it shall not be used for the test. Test it when you feel it cool.

Result:

  • Note down the M1 and M2.
  • Percentage of Water absorption of brick by its mass, after 24-hour immersion in cold water is calculated by the following formula
  • (M2-M1)/M1*100

  • For a good quality brick the amount of water absorption should not exceed 20% of weight of dry brick.
TYPE                         WATER ABSORBTION
FIRST CLASS         < 20%     OR 15% AVERAGE
SECOND CLASS     < 22.5%  OR 20% AVERAGE
THIRD CLASS         < 25%      OR 25% AVERAGE
 

Crushing Strength or Compressive Strength Test on Bricks - IS 3495 PART 1

  • Place the specimen with flat face s horizontal and mortar filled face facing upwards between plates of the testing machine.
  • Apply load axially at a uniform rate of 14 N/mm2 (140 kg/cm2) per minute till failure occurs and note maximum load at failure.
  • The load at failure is maximum load at which the specimen fails to produce any further increase in the indicator reading on the testing machine.
  •  Compressive Strength of Bricks = Maximum Load at Failure (N)/Average area of bed face (mm2)
  • The average of result shall be reported.
  • Crushing strength of bricks is determined by placing brick in compression testing machine. 
  • After placing the brick in compression testing machine, apply load on it until brick breaks. 
  • Note down the value of failure load and find out the crushing strength value of brick. 
compressive strength
in N/mm2
    >10.5
    first class    
    7.5
 second class 
    5.5
 third class 
 
compressive strength of common bricks should not be used if it is  less than 3.5N/mm2
 
 
Bricks Class Designation Average compressive strength of Bricks
Not less than (N/mm2) Less than (N/mm2)
350 35 40
300 30 35
250 25 30
200 20 25
175 17.5 20
150 15 17.5
125 12.5 15
100 10 12.5
75 7.5 10
50 5 7.5
35 3.5 5
 

Efflorescence Test on Bricks - IS 3495 PART - 3

  • A good quality brick should not contain any soluble salts in it. 
  • If soluble salts are there, then it will cause efflorescence on brick surfaces.
Type area affected
Nill EffloresenceVery Low
Slight0-10%
Moderate10-50%
Heavy>50%
Serious
>50% + deposit are 
present in powder forms
Heavy Flakes
 

WARPAGE TEST - IS 3495 PART 4

  • check the bricks for warpage of brick like concave and convex warpage with the help of glass or stell surface
 

Hardness Test on Bricks

  • A good brick should resist scratches against sharp things. 
  • So, for this test a sharp tool or finger nail is used to make scratch on brick.
  •  If there is no scratch impression on brick then it is said to be hard brick.
for any doubt finger nail means

 

Shape and Size Test on Bricks (dimension test) - IS 1077

  • Shape and size of bricks are very important consideration. All bricks used for construction should be of same size. The shape of bricks should be purely rectangular with sharp edges.
  • Standard brick size consists length x breadth x height as 19cm x 9cm x 9cm.
  • To perform this test, select 20 bricks randomly from brick group and stack them along its length , breadth and height and compare. 
  • So, if all bricks similar size then they are qualified for construction work.
 
Dimension
Test

Dimension
should not greater than below value

Length -19×20= 380 ± 12 cm
Breadth - 9×20 = 180 ± 6 cm
Height - 9×20 = 180 ± 6 cm

here 20 indicate 20 no of bricks
used in sample


 

Color Test of Bricks

  • A good brick should possess bright and uniform RED color throughout its body.
 

Soundness Test of Bricks

  • Soundness test of bricks shows the nature of bricks against sudden impact.
  • In this test, 2 bricks are chosen randomly and struck with one another. 
  • Then sound produced should be clear bell ringing sound and brick should not break. 
  • Then it is said to be good brick.Soundness Test of Bricks
 

Structure of Bricks

  • To know the structure of brick, pick one brick randomly from the group and break it. 
  • Observe the inner portion of brick clearly. It should be free from lumps and homogeneous.Structure of Bricks
 
[Job Updates & Opportunities]vk