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Standard Deviation and Its Use in Concrete Mix Designing

Standard deviation is a measure of the variation of concrete strength of a set of data from its mean.

If the strength results are away from the mean, the deviation will be higher and vice a versa.

Its a statistical measure for Re-designing the mix base on results achieved.

In initial mix design process, where actual standard deviation is not known, we use to take it from the relevant codes as per our degree of quality control.

It is denoted as "σ".

Once, we get actual results of at least 30 set, we then check for actual standard deviation and accordingly correct the mix proportions.

Standar Deviation Curve.png

it is similar to six sigma process where we plot a normal distribution curve to get a better idea.

Normal Distribution Curve.png

I will not go in deep on standard deviation and six sigma processes.

I just made this thread to share a ready-made content attached here to work with it for correcting the mix design issues (higher or lower strengths than expected)

Original Post and download link : https://civil4m.com/threads/standard-deviation-and-its-use-in-concrete-mix-designing.177/

How to Check Quality of Cement

 
How You will do check the Quality of Cement when it is received at site?

Do you know, when concrete fails, one of the culprit may be the Cement.
It is important to check the Quality of Cement when it is received at site to ensure no failure and stoppage in project due to bad quality cement.

Cement is transported in the bags and bulkers.

When Cement reach at site, do check following in order to ensure the cement is of good quality or not.

Check for ISI mark on the cement bag (This tells brand is standard and follows the steps to ensure product quality and in such cases third party testing report is not required. but you may get done third party test if client demands or you want to do)

Check the Cement manufacturing details printed on side of bag for week, month and year of manufacturing.

When week 1 start and on which day in calendar?

Week 1 starts on the 1st Jan of every year.
The day on 1st date will followed as a start of week.
Say on 1st Jan, its Tuesday then week also starts on every Tuesday.

After checking the manufacturing details, do check how much old is cement.
It is advice to consume the cement within 3 months from manufacturing.
Because no one knows the conditions where cement is stocked by a supplier / trader.

Insist your company to buy cement directly from manufacturer, this ensure you get fresh cement and no alteration or damages to cement due to storage supplier / traders place.

Printing of Manufacturing week on bag happens after bag is loaded with cement on a conveyor through which bags are sent either for stacking or directly in wagon (at company no one use iron hooks)
Printing is automatically done, so sometime you may get bags on which the manufacturing details are not printed correctly (Such cases you should inform the manufacturer about this and get the written confirmation from them via email before accepting it. This will also ensure the rectification in printing process and other engineers will receive bags with clear print on bags)
Bag Manufacturing Details.jpg


Also i would like to tell you that directly order bags have not for sale or not for retail printed on it. A bag having price written on it is produced for retail sale and you might get a very old bags if you order it through retailer.

Do not accept the cement which is more than a month old (Ensure you put this point in purchase order to avoid dispute in future).

Check the weight of cement bags randomly 
In India Cement industry wont care for the quality of cement, once it is dispatched from their manufacturing unit.


Cement is transported to their storage yards all over India, max through train.

On relieving cement at unload point at railway station, buggers start playing with that cement bags with iron hook. No Quality guy from that manufacturer will object this damaging of packing by those unskilled labours.
No manufacturer have power to replace those local labours at each station.

They can change the design and replace all bags instead of trying to replace labour which is impossible.

I had informed about this to one of the leader in manufacturing of cement, this year only when i got chance to visit their plant and to have small session with their all India Plant head.

Ultratech Suggestion 1.jpg




Ultratech Suggestion 2.jpg


After a small talk with him, he assured that he will take action on it after studying all the parameters.

Hope, if one manufacturer implement it, other will follow him.

As a Engineer we all should write to all cement manufacturer to do something in order to safeguard the handling of cement (More people demands, more faster such solution will be implemented).

Coming back to the point, due to improper handling and puncturing of cement bags at multiple location, there is a possibility that cement in bags wont weight exactly or above 50 Kg and people who uses standard as bag for doing their day to day work will get more failure as the bag may not be bag or 50 Kg.

So it is important to verify the bag weight is above or equal to 50 Kg to avoid failure in concrete as some one might use a bag weighting less than 50Kg as a bag and do concrete which change a whole lot mathematics and chemistry of concrete produced.

Manufacturers are aware about those losses due to handling, instead of correcting it, they had increased the quantity of cement in each bag to ensure 50Kg is delivered in normal transport loss.

After verifying the freshness on cement we can further inspect it for engineering properties.

Check the temperature of cement in bag

Sometimes you may receive a hot cement in bag, it does not mean that the hydration process is started in it.
When cement is directly loaded after manufacturing, it may be hot up to 50 degree, in such cases store cement for 2 to 3 days before using in order to allow it for cooling.

This happens when order is more than supply of cement.

If we use hot cement false set may occur in concrete produced with it.

Which means concrete will become stiff after mixing it, to regain the plasticity, remixing should be done or mixing time of such concrete need to be increased.

Check for Physical Properties

Color of The cement
It depends mostly on the color of lime stone which is used to manufacturing of the same and the other performance enhancer additives like flyash.

Cement towards off-white shade does not mean it is bad or have more flyash or any other additives (Example - AAC Cement - it have whitish lime stone, so color is slightly faint than grey shade)

Color of cement in general from shade of grey may be dark or may be faint.

You should know why it is faint or dark (Ask your company to arrange visit to manufacturer plant in order to understand manufacturing better. such visits are arrange by manufacturer free of cost on demand by the customers) 

Smoothness

When you take some cement in your fingers and rubbed it, it will feel silky smooth due to fineness of cement.
If grinding is not done properly, you will feel the roughness in it.
If roughness observed, check the fineness of cement.

Lumps in bags

Lumps forms in bags due to dead weight on it called as soft lump which get breaks when we roll the bag.

Hard lumps - forms due to to hydration of cement due to moisture contact or direct contact in water during transport such as rain water entered in bag. if this is the case cement should be rejected.

Contamination 

Take handful of cement and throw it in the water, it should float for sometime and then sink in water. If its directly sinking in water, it shows cement is modified after dispatch from plant and may result in failure (In such cases cubes should be casted and checked for 1 day strength, if it fails in it, cement should be rejected)

Consistency

It shows in general the water demand by cement, more it demand higher the water cement ration goes and vice a versa.

In general standard consistency ranges between 27 to 34%

Older cement may show lower water demand due to partly hydration of cement.
Also less finer cement tends to less water demand (coarser material have less surface area than finer material).

Consistency of the cement need to be tested at 27 +/- 2 degree with relative humidity of 65 +/- 5% as per IS 4031 part 4.

No need to worry if your lab is not setup with such a precision, you can still do a consistency test and record the result as per your lab temperature and verify each result with results got in previous same environment.

Compressive Strength

A good engineer always do check for the compressive strength of cement for each received batch of cement. this ensure no failure in real work.
As the lab conditions are not standard in case of most of the sites, engineer can compare his results with previous results of same cement under same condition.
Do ask to provide a standard lab set up to your company owner, this may save a huge losses at fraction of repair cost.


Cement received in bulker 

Loose cement sent in bulkers do not have the manufacturing details printed on it. You need to verify it by reading the details provided on dispatch challan.
Dispatch challan do mention the seals numbers which are printed on seals fixed at bulker openings after feeding cement in it.

Before opening the seals on all opening do verify the numbers written on seal and challan are same.

After verifying it do the same process which we use for inspecting bag cement.

Preserving the sample from each lot

A Sample of cement as received should be preserve in air tight bag or container with all details about that batch. this will help in solving the dispute in future which may occur due to failure of concrete at project and also help you to blacklist the manufacturer if he does not accept the failure.

Preserve sample will give you accurate result of actual manufactured cement.

Failure in concrete may occur due to many possibilities such as

Storage condition of cement at site.
Batching condition for concrete.
Cube casting errors etc.

Don't be afraid of Cement manufacturing companies, Mistakes may happen at plant due to carelessness of somebody (Chances are less due to advance systems and automation at plants, but human can make errors too)
Hope this will help you in checking cement, when you receive a next lot of cement at your site.

If you have any question on it or if i had miss something please do reply i will correct it. This will help engineers to do correct checking of cement.

How to check Quality of Reinforcement Steel bars used for Construction of RCC Structure

Quality of Reinforcement Steel Bars used for Construction of RCC Structure.
When a lot of steel received at site, First check the Manufacturer test certificate for its actual properties.
With each lot of steel, manufacturer should send a test certificate of same lot for test done at their laboratory.
Check for grade of steel mention in certificate and is as per the order or not.
Steel Lot.jpg
 

Steel bars may have rusting on it, do check closely to know either it is acceptable or not.
Steel received should be free from any contamination like, mud, dust, oil and any other foreign material etc.
Bars should not have splits and any other deformation on it.

Causes of Rusting:
Primary steel which is made from pure iron ore are likely to get rusted quicker compare to secondary steel.
Bars may get rusted due to contact with water or air and atmospheric condition.
rusting of bars.jpg
 
A brownish bars showing little rusting due to weathering are good for use.
Small amount of rust is good for bonding of steel and concrete.
If excessive scaling observed on the surface of bar, it should not be accepted.

Do Check for brand of steel, diameter and grade of steel embossed on steel bars.
Brand and grade.jpg
 

Cut the samples of 1 meter in length, min 4 nos of bars from different bundles.
Measure the length of cut bars by measuring it on at-least 4 sides and average out the length of bar.
Weight the bar on weight scale and record it in register.
Calculate the actual average weight per meter of bar for at-least 3 samples.
Compare the result of it with theoretical weight given in IS 1786
Rebar Weight Tolerance.png
 
Check the variation in weight is within limit or not as per IS specification.

After finding the results for nominal mass as satisfactory proceed further to do bend test.

Bend test should be carried out as specified in IS 1599 and using mandrels of size specified in IS 1786
Bend test mandrel specs.png
 

Rebar sample should be bent at 180 degree as per procedure stated in IS 1599.
Bend test picture.png
 
after this further process it to bend till 180 degree.
Bend test pic 2.png
 

At site we can bend it on bar bending machine using appropriate size mandrel.
sample tested bar.
Bend Test.jpg
 

After bending the bar check the surface of bar opposite to bend side (which got tension, elongated due to bending) for cracks and rupture visible to a person with normal or corrected vision.

If there is no sign of rupture and cracks, rebar meets the requirement of bend test.

Further to this a rebend test also can be done at site, if required. (IS specifies for doing but if it passes bend test, in general it will pass the rebend test too. You cand do it at side provided you have required arrangement at site for this test)

For Rebend Test
First bend the bar to including angle of 135 degree.
Keep it in boiling water at 100 degree for 30 minutes.
Then cool it down for some time.
After cooling bent it back to including angle of 157.5 degree

The rebar should not show any rupture or cracks to a person with normal or corrected vision.

Mandrel to use for Rebend test as specified in IS 1786
rebend test mandrel dia spec.png
 
Below is pic showing bend rebend test (Closely look at the direction of bending and re-bending, in order to do correct test)
Bend rebend pic.png
 

After getting satisfactory results, you can approve the steel for further usage in actual construction.

Keep practice of getting steel tested from third party laboratory at 200 metric tone or at each lot received which ever is acceptable for your management.

I personally did a bend and rebend test for 25mm and 32 mm bar by witnessing it in third party laboratories.
When steel failed at my site and got passed in multiple third party test.

When i did witness test, i shocked to see many laboratories don't have the equipment's to test it, as their current set up don't allow higher diameter bars to get bend and rebend test.
Either machine reach its maximum capacity or their is chance of accident if we do it as per specification (That same laboratories gave me report stating rebar failure, this is real condition at least in my area of NABL accredited labs)

So my suggestion to all, when you get doubt on quality of steel, you personally witness the test process to understand either steel passes the test or not.

To do value addition to company and your self, you can implement following practice during unload of steel at site;
Count the number of bars received.
Record the average length of bar by doing random measurements.
Calculate the actual weight of steel received as per theoretical weight and compare it with actual total weight.
Make comparative statement showing the variation in steel weight as per brand of steel.
Show it to your management which brands are supplying overweight steel.

Overweight steel though it is as per tolerance provided in IS 1786 will cause a loss of money to your company, by understanding the which steel brand manufacture to optimum level and produce less overweight steel you can reduce the indirect loss to your company.

If i receive 25mm steel with 3% over weight, technically there is nothing wrong. Steel meets the requirement of IS 1786.
Site will suffer for 3% wastage without actually wasting steel and waste count will always add this unaccounted 3% loss as wasted by site engineer unless it is recorded.
Saving those 3% may cause gain of crores of rupees which are going directly to pocket of supplier and causing indirect costs to project due to which site engineers suffers a lot to get promotion. It may help you to get up in your career.
This is just a one example of steel, if you do correct work you can save a lot to company and get return benefit for doing such jobs.


This is something comes from experience and not told in any books (Now a days i wont read book, if any author had catched it then i am not aware about it, to write something like this author should have practical experience of project ;) )

Hope this will help you in doing better testing of steel bars and satisfaction of doing it right.

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Original Post : https://civil4m.com/threads/how-to-check-quality-of-reinforcement-steel-bars-used-for-construction-of-rcc-structure.715/

Types of test done on reinforcement steel bars

Types of test done on reinforcement steel bars
Following tests are done on reinforcement steel bars from third party laboratory as per the frequency set for testing.

Mechanical Test:
Area
Gauge length
Final length
0.2 % Proof load
Ultimate load
0.2% Proof Stress
U.T.S
% Elongation
Fracture
Bend 180
Rebend 
Unit Weight

Chemical Test:
Carbon
Sulphur
Phosphorous

Following tests are done on reinforcement steel bars from construction site laboratory as per the frequency set for testing.
Mechanical Test:
Area
Bend 180
Rebend 
Unit Weight


In general frequency for test are set as per following
For third party testing
Its done for every lot of reinforcement steel bar received or done at every 200MT of steel receiving for each diameter.

For construction site laboratory
Its done for each lot of steel received at site.

Apart from above reinforcement steel bars are also checked for 
Coating of mud, oil and other foreign material - if present bars to be used after cleaning or should be rejected.
Amount of rusting and scaling on it - a small rusting on reinforcement steel bars are good for bonding between cement and concrete.
If scaling on reinforcement steel bars observed - it should be rejected.

Original Post : https://civil4m.com/threads/types-of-test-done-on-reinforcement-steel-bars.1498/