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  • Concrete Mix Design Different Grades of Concrete

    May 17, 2017· Mix Design (M) = Cement: Sand :Aggregate As per BS 8500-2 British/European standards The grade of concrete is denoted as C10, C15, C20,C25, etc., ‘C’ which means ‘ Concrete Strength class’ and number behind C refers to characteristic Compressive strength of Concrete in N/mm

  • Concrete Mix Design Calculation M20, M25, M30

    Concrete Mix Design Data Required for Concrete Mix Design (i) Concrete Mix Design Stipulation (a) Characteristic compressive strength required in the field at 28 days grade designation — M 25 (b) Nominal maximum size of aggregate — 20 mm

  • Design mix of M20 grade concrete (without admixture )as

    Calculations of cement content for mix design of M20 grade concrete. Water content (As per Table 4, page no 5 of IS 10262 ) for 20 mm nominal maximum size of saturated surface dry aggregate is 186 kg per cum ( for 50 mm slump without using

  • Concrete Mix Design: Illustrative Example M30 Grade (M20

    Concrete Mix design is to arrive at proportions. A Step-by-Step detailed concrete Mix design Procedure to calculate cement, sand, aggregate, water & admixture content in to prepare M30 Grade concrete.

  • Design mix of M20 grade concrete (without admixture )as

    Calculations of cement content for mix design of M20 grade concrete. Water content (As per Table 4, page no 5 of IS 10262 ) for 20 mm nominal maximum size of saturated surface dry aggregate is 186 kg per cum ( for 50 mm slump without using

  • M-80 Grade Pumpable Concrete Civil Engineering

    A mix of M-80 Grade suitable for pumped concrete is to be designed with the following materials and detail. 1. OPC 53 Grade, 7-day strength 52.5 N/mm 2, Spgr 3.15. 2. Silica Fume Specific Gravity 2.20. 3. Standard deviation for the mix 5.0 N/mm 2. 4. Grading and properties of river sand and 12.5 mm crushed aggregate are given in Table-1. 5.

  • M40 Grade Concrete Mix Design as per ACI Method The

    M40 grade stands for it’s a mix of concrete with a characteristic compressive strength of 40 N/mm2. The mix design procedure for M40 grade concrete as per ACI Method is discussed. Contents:M40 Grade Concrete Mix Design Procedure1. Required Data2. Mean Design Strength3. Water-Cement Ratio4. Water Content and Air Content5. Cement Content6. Coarse Aggregate

  • Mix design M25 Grade designed as per IS 10262:2009 & IS

    From Table 3 of (IS 10262:2009) Volume of coarse aggregate corresponding to 20 mm size aggregate and fine aggregate (Zone II) for water-cement ratio of 0.50 =0.62 . In the present case water-cement ratio is 0.44. Therefore, volume of coarse aggregate is required to be increased to decrease the fine aggregate content.

  • Mix Design M-50 Grade Concrete Mix Design

    The concrete mix design proportions are both by volume or by mass. The water-cement ratio is normally stated in mass. The mix design M-50 grade (with Admixture –Sikament) presented here is for reference purpose only. Actual site conditions may fluctuate and

  • Mix Design for Pumpable Concrete Materials Concrete

    Design a mix for pumpable concrete from the following data: 1. The max. size of coarse aggregate = 20 mm. 2. The fine aggregate passes through the 300 micron or 0.3 mm = 19% . 3. Slump of concrete = 75 to 100 mm . Procedure: The proportions for 75-100 mm slump will be taken as given in table 20.52. From the table 20.52, Water = 190 kg or litres

  • Methods of Concrete Mix Design: 5 Methods Concrete

    The following points highlight the five methods of concrete mix design. The methods are: 1. American Method of Mix Design 2. Graphic Method of Mix Design 3. For this concrete having a maximum size of aggregate as 38 mm to 40 mm water content is taken from table 20.23 and 20.24 as 175 x 0.92 = 161 kg. per cubic metre of concrete.

  • Hot Mix Asphalts 101 New Jersey

    Mix Design Considerations Mixture Property Component and Construction Effects on Mixture Properties Asphalt Stiffness Aggregate Gradation Asphalt Content Degree of Aggregate Size (mm) Superpave Mix Selection 4.75 9.5 12.5 19.0 25.0 37.5. Dense Graded Mixes “Ideal” HMA Mixture


    Superpave Hot Mix Asphalt. 8. AASHTO M 231 Standard Specification for Weighing Devices Used in the Testing of Materials. 9. AASHTO M 332– Standard Specification for Performance-Graded Asphalt Binder Using Multiple Stress Creep Recovery (MSCR) Test. 10. AASHTO M 323– Standard Specification for Superpave Volumetric Mix Design. 11.


    Aggregate sizes of the mix design should be checked prior to use in thinner lifts. SURFACE DESIGNATIONS 9.5 MM Superpave This surface mix is recommended for most surface applications. Recommended minimum lift thickness 11/2". 4.75 MM Superpave This mix is designed primarily for thin lift leveling or correcting minor deviations. It is a fine mix

  • Mix Design for Pumped Concrete with PPC, OPC, OPC+Flyash

    In the same way, 10 mm, 20 mm and 40 mm aggregates shall be combined in the ratio of 1:1.5:3 to get a 40 mm graded coarse aggregate. Fine aggregate of Zone II as per IS: 383-1970 is generally suitable for pumped concrete provided 15 to 30% sand should


    Mix Design Procedure as per IS:10262. 1. Determine the mean target strength f t from the specified characteristic compressive strength at 28-day f ck and the level of quality control.f t = f ck + 1.65 S,where S is the standard deviation obtained from the Table of approximate contents given after the design mix

  • What is the mix ratio of M30 concrete? Quora

    Design of M30 Grade Concrete mix According to IS 10262:2009 Assume : Type of Cement: 53 Grade Specific Gravity of Cement : 3.01 Coarse Aggregate : 20 mm Crushed Granite Specific Gravity of Coarse Aggregate : 2.78 Specific Gravity of Fine Aggregate...

  • How Coarse Aggregate Affects Mix Design of Concrete? The

    Coarse aggregate is one of the essential components of concrete and occupies the largest volume in the mix. That is why it greatly affects the concrete mix design. Its properties such as strength, maximum size, shape, and water absorption influence water demand, the quantity of cement and fine aggregate