WHAT IS THE DIFFERENCE BETWEEN NOMINAL MIX AND DESIGN MIX CONCRETE?

Mix design is a process of selecting suitable ingredients and determining their relative proportions with the objective of producing concrete of having certain minimum workability, strength and durability as economically as possible.

Concrete

Concrete

A mix design can be designed in two ways as explained below

  1. Nominal Mix
  2. Design

Nominal Mix

It is used for relatively unimportant and simpler concrete works. In this type of mix, all the ingredients are prescribed and their proportions are specified. Therefore there is no scope for any deviation by the designer. Nominal mix concrete may be used for concrete of M-20 or lower. The various ingredients are taken as given in the table below

Grade

Max. quantity of dry Aggregates per 50 kg of cement

Fine Aggregate to Coarse Aggregate Ratio, by mass

Max. Quantity of water in litres

M-5

800

Generally 1:2 but may varies from 1:1.5 to 1:2.5

60

M-7.5

625

45

M-10

480

34

M-15

330

32

M-20

250

30

Design Mix

It is a performance based mix where choice of ingredients and proportioning are left to the designer to be decided. The user has to specify only the requirements of concrete in fresh as well as hardened state. The requirements in fresh concrete are workability and finishing characteristics, whereas in hardened concrete these are mainly the compressive strength and durability.

19 thoughts on “WHAT IS THE DIFFERENCE BETWEEN NOMINAL MIX AND DESIGN MIX CONCRETE?”

    • Sir m new hu ..plz kya ap mjhko thodi help krdoge mjhko jada knwledge nai h jb jb appe time ho thode samjha dia krna

      Reply
  1. sir m confused bcz wht vis 1.54 ratio. nd i read in my book building material 1.54 in a ratio of cement in dry waait of 1cum but how plz snd my reason hoiw calculate in 1.54 ratio used in cement dry weight

    Reply
    • For dry material of cement concrete using 52 to 55 % extra of volume of concrete. For example : aapko 1:3:6 ratio ki cement concrete use krni h or uska(concrete) volume 10cum h to aap dry mortar find krne k liye is volume m 54% extra lenge ,10+10*54/100=10+5.4= 15.4 cum.
      Then isme cement ki quantity nikalne k liye ,15.4/(1+3+6)*1=1.54 cum cement
      Similarly for send , 15.54*3/(1+3+6)=4.66 cum and aggregate= cement qty.* 6=9.24 cum
      Aapko 10cum 1:3:6 ratio ki concrete bnane k liye itne dry materials ki jrurat pdegi..

      Reply
    • Because nominal mixes don’t take the ingredients characteristics into account ( Specific Mass, Volume , strength,,,etc) which vary from one patch to other, That’s why they are for “less important” mixes.

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  2. Sir
    I am one of the civil engineer worked in NPCC in the past but any how as I draw to your kind attention I am having some doubts in civil engineering subject can u pl explain them first of all SF and BM Driagrams of all possible loads and supports secondly how to design slabs beams and columns in limit state method with complete notes and lastly how to calculate quantity of aggregates in M15 M20 etc for 1 cum of concrete
    You may pl e mail me

    Thanking You

    Reply
    • gradients ratio in m-15, 1:2:4
      then coefficient 1.52
      quantity of cement – 1.52/7=.217m3 x28.8=6.25bags
      quantity of sand -2x.217=.434m3x1600=694.4kg.
      quantity of aggregate 10&20= 4x.217×1650=1475.6kg

      Reply

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