How To Find Water Cement Ratio?

How To Find Water Cement Ratio
HOW TO CALCULATE WATER CEMENT RATIO – The water to cement ratio is calculated by dividing the water in one cubic yard of the mix ( in pounds) by the cement in the mix (in pounds). So if one cubic yard of the mix has 235 pounds of water and 470 pounds of cement- the mix is a,50 water to cement ratio.

How do you calculate water-cement ratio in KG?

If we need to calculate Water quantity for concrete, first find the cement content for the volume. Therefore, Required amount of water = 0.5 X 50 kg = 25 litres / 50 kg cement bag. For the Design mix, the W/C ratio will depend upon the workability, strength requirements.

What is 0.45 water-cement ratio?

Loss of compressive strength –

One m3 of concrete is, as a rule, made up of 400-450 kg of cement. For simplicity’s sake, let’s say we have 425 kg/m3 and a water/cement ratio of 0.45. That means that in one m3 of concrete, we have:

425 kg cement Water: 425 kg cement x 0.45 kg water/kg cement = 191.25 kg water

Great! So now imagine that the operator (or other) in question grabs the hose because he thinks the concrete is coming out hard. In a matter of minutes (if we bear in mind that a hose can pump out anywhere from 30 to 90 litres/minute), he’s succeeded in adding between 60 and 180 litres of water to the mixer, which has a capacity of 6 m3. How To Find Water Cement Ratio And that, my friends, directly affects the strength of the concrete, which has gone from having 30 N/mm2 to having 24.8 N/mm2 – or a 17% decrease in its compressive strength at 28 days (check out the graph at the bottom of this blog post for further reference).

    What do you mean by water-cement ratio?

    Noun. : the ratio of mixing water to cement in a concrete expressed by volume or by weight or as the number of gallons of water per bag of cement.

    How do you calculate M25 water-cement ratio?

    How much water required for M20 concrete? – For M20 concrete they are mixed in the ratio of 1:1.5:3 (1 part cement to 1.5 parts sand & 3 parts aggregate by volume) to gain 20 MPa strength of concrete and water should be added in the range of 55% of weight of cement in moderate exposure condition for M20 concrete.

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    • Calculate how much water do you need for 1m3 of m20 concrete in following steps:-

    ● dry volume of concrete = 1× 1.54 = 1.54m3 ● calculate part of cement in mix, total proprtion such as 1 + 1.5+3 = 5.5, then quantity of cement = 1/5.5 of dry volume ● calculate required cement quantity = 1/5.5 × 1.54 × 1440 kg/m3 = 403kg ● calculate required quantity of water, as 0.55 is w/c ratio for m20 concrete, so quantity of water = 403 × 0.55 = 220 litres.

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    : How much water do i need for 1m3 of M15, M20 & M25 concrete

    What is M20 water-cement ratio?

    Quantity of Water Needed in m20 Grade Concrete – Cement, sand, and gravel, which are the three most important ingredients in concrete, have almost the same density, so they are mixed 1:1.5:3. To get 20 MPA strength, mix one-part cement to 1.5 parts sand and three parts aggregate.

    1. Under mild exposure conditions, cement should be watered up to 55 percent of its weight with water.
    2. Water Calculation for m20 Concrete Assume the wet quantity of a nominal mix of M20 concrete is about 1 m3.
    3. So the dry volume will equal 1 x 1.54 = 1.54 m3.
    4. To determine the amount of cement in a mix, multiply the total proportion by 1/5.5 of the dry volume, 1 + 1.5 + 3 = 5.5.

    The water required for 1 m3 of the nominal mix of m20 concrete is about 240 liters, according to math calculations such as 403 × 0.55 = 220 liters. The water concrete ratio is about 0.55 for a normal mix of M20 concrete, so the amount of water needed for a 50kg bag of cement is about 28 liters.

    What is water-cement ratio as per IS 456?

    According to IS 456-2000, the minimum grade of concrete with maximum free water to cement ratio of 0.5 and minimum cement content of 300 kg/m 3 is.

    What is 0.6 water-cement ratio?

    What is Water Cement Ratio? – The ratio of the amount of water to the amount of cement by weight is termed the water-cement ratio, The strength and quality of concrete depend on this ratio. The quantity of water is usually expressed in litre per bag of cement,

    If water required for one bag of cement is 30 litres, the water-cement ratio is equal to 30/50 = 0.6. The water-cement ratio should be such that it should impart a reasonable degree of workability to concrete, excess water affects the durability and strength of the concrete. A lesser water-cement ratio makes the concrete unworkable while the excess water-cement ratio is liable to segregation,

    keeping the quality and quantity of ingredients the same, it is the water-cement ratio that determines the strength of concrete. Normally the water-cement ratio should be 0.4 to 0.6 as per IS Code 10262: 2009 for the nominal mix (M10, M15, M20).

    How do you calculate cement ratio?

    What is cement mix? – A cement mix is a preparation of concrete for construction. It is a mixture of cement, stones, sand, and water. The mix is created with the proper ratio of substances, which is eventually used for building purposes. Cement, in this mix, acts as a binder and offers compressive strength. How To Find Water Cement Ratio How To Find Water Cement Ratio

    What is the ratio of water-cement and sand?

    A general teacher’s guide for concrete preparation – The physical properties of density and strength of concrete are determined, in part, by the proportions of the three key ingredients, water, cement, and aggregate. You have your choice of proportioning ingredients by volume or by weight.

    Proportioning by volume is less accurate, however due to the time constraints of a class time period this may be the preferred method. A basic mixture of mortar can be made using the volume proportions of 1 water : 2 cement : 3 sand. Most of the student activities can be conducted using this basic mixture.

    Another “old rule of thumb” for mixing concrete is 1 cement : 2 sand : 3 gravel by volume. Mix the dry ingredients and slowly add water until the concrete is workable. This mixture may need to be modified depending on the aggregate used to provide a concrete of the right workability.

    The mix should not be too stiff or too sloppy. It is difficult to form good test specimens if it is too stiff. If it is too sloppy, water may separate (bleed) from the mixture. Remember that water is the key ingredient. Too much water results in weak concrete. Too little water results in a concrete that is unworkable.


    1. If predetermined quantities are used, the method used to make concrete is to dry blend solids and then slowly add water (with admixtures, if used).
    2. It is usual to dissolve admixtures in the mix water before adding it to the concrete. Superplasticizer is an exception.
    3. Forms can be made from many materials. Cylindrical forms can be plastic or paper tubes, pipe insulation, cups, etc. The concrete needs to be easily removed from the forms. Pipe insulation from a hardware store was used for lab trials. This foam-like material was easy to work with and is reusable with the addition of tape. The bottom of the forms can be taped, corked, set on glass plates, etc. Small plastic weighing trays or Dairy Queen banana split dishes can be used as forms for boats or canoes.
    4. If compression tests are done, it may be of interest to spread universal indicator over the broken face and note any color changes from inside to outside. You may see a yellowish surface due to carbonation from CO 2 in the atmosphere. The inside may be blue due to calcium hydroxide.
    5. To answer the proverbial question, “Is this right?” a slump test may be performed. A slump test involves filling an inverted, bottomless cone with the concrete mixture. A Styrofoam or paper cup with the bottom removed makes a good bottomless cone. Make sure to pack the concrete several times while filling the cone. Carefully remove the cone by lifting it straight upward. Place the cone beside the pile of concrete. The pile should be about 1/2 to 3/4 the height of the cone for a concrete mixture with good workability. (SEE DIAGRAM)
    6. To strengthen samples and to promote hydration, soak concrete in water (after it is set).
    7. Wet sand may carry considerable water, so the amount of mix water should be reduced to compensate.
    8. Air bubbles in the molds will become weak points during strength tests. They can be eliminated by:
      • i. packing the concrete.
      • ii. Tapping the sides of the mold while filling the mold.
      • iii. “rodding” the concrete inside the mold with a thin spatula.
    9. Special chemicals called “water reducing agents” are used to improve workability at low water to cement ratios and thus produce higher strengths. Most ready-mix companies use these chemicals, which are known commercially as superplasticizers. They will probably be willing to give you some at no charge.
    10. You can buy a bag of cement from your local hardware store. A bag contains 94 lb. (40kg) of cement. Once the bag has been opened, place it inside a garbage bag (or two) that is well sealed from air. This will keep the cement fresh during the semester. An open bag will pick up moisture and the resulting concrete may be weaker. Once cement develops lumps, it must be discarded. The ready mix company in your area may give you cement free of charge in a plastic pail.

    What is minimum water-cement ratio?

    The correct option is B 0.4. Water-cement ratio of 0.40 to 0.60 are more typically used for higher-strength of concrete, lower ratio are used.

    What is meant by a,5 water-cement ratio?

    For example, if the water-cement ratio is 0.50 for concrete and cement is added is about 50 kg (weight of 1 bag of cement) Water required for concrete will be, Water/ cement = 0.50.

    What is the maximum water cement ratio? Water–Cement Ratio – The water–cement ratio is a convenient measurement whose value is well correlated with PCC strength and durability. In general, lower water–cement ratios produce stronger, more durable PCC. If natural pozzolans are used in the mix (such as fly ash), then the ratio becomes a water-cementitious material ratio (cementitious material = portland cement + pozzolonic material).

    1. The ACI method bases the water–cement ratio selection on desired compressive strength and then calculates the required cement content based on the selected water–cement ratio.
    2. Table 5.17 is a general estimate of 28-day compressive strength versus water–cement ratio (or water-cementitious ratio).
    3. Values in this table tend to be conservative.

    Most state DOTs tend to set a maximum water–cement ratio between 0.40 and 0.50. Table 5.17, Water–Cement Ratio and Compressive Strength Relationship

    28-Day Compressive Strength in MPa (psi) Water–Cement Ratio by Weight
    Non-Air-Entrained Air-Entrained
    41.4 (6000) 0.41
    34.5 (5000) 0.48 0.40
    27.6 (4000) 0.57 0.48
    20.7 (3000) 0.68 0.59
    13.8 (2000) 0.82 0.74

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    Is water-cement ratio by weight?

    The Importance of Water – In concrete, the single most significant influence on most or all of the properties is the amount of water used in the mix. In concrete mix design, the ratio of the amount of water to the amount of cement used (both by weight) is called the water to cement ratio (w/c).

    What is water-cement ratio for brickwork?

    From the results presented above, some conclusion can be deduced as follows: 1) Water-cement ratio of 0.45 is the optimal ratio for cement bricks containing 3% HDPE because it recorded the highest compressive strength and the second lowest of water absorption at 28 day.

    How much water is needed for 1kg of cement?

    The water–cement ratio ( w/c ratio, or water-to-cement ratio, sometimes also called the water-cement factor, f ) is the ratio of the mass of water ( w ) to the mass of cement ( c ) used in a concrete mix: The typical values of this ratio f = w ⁄ c are generally comprised in the interval 0.40 and 0.60. The water-cement ratio of the fresh concrete mix is one of the main, if not the most important, factors determining the quality and properties of hardened concrete, as it directly affects the concrete porosity, and a good concrete is always a concrete as compact and as dense as possible.

    A good concrete must be therefore prepared with as little water as possible, but with enough water to hydrate the cement minerals and to properly handle it. A lower ratio leads to higher strength and durability, but may make the mix more difficult to work with and form. Workability can be resolved with the use of plasticizers or super-plasticizers,

    A higher ratio gives a too fluid concrete mix resulting in a too porous hardened concrete of poor quality. Often, the concept also refers to the ratio of water to cementitious materials, w/cm. Cementitious materials include cement and supplementary cementitious materials such as ground granulated blast-furnace slag (GGBFS), fly ash (FA), silica fume (SF), rice husk ash (RHA), metakaolin (MK), and natural pozzolans,

    Most of supplementary cementitious materials (SCM) are byproducts of other industries presenting interesting hydraulic binding properties. After reaction with alkalis (GGBFS activation) and portlandite ( Ca(OH) 2 ), they also form calcium silicate hydrates (C-S-H), the “gluing phase” present in the hardened cement paste.

    These additional C-S-H are filling the concrete porosity and thus contribute to strengthen concrete. SCMs also help reducing the clinker content in concrete and therefore saving energy and minimizing costs, while recycling industrial wastes otherwise aimed to landfill,

    The effect of the water-to-cement (w/c) ratio onto the mechanical strength of concrete was first studied by René Féret (1892) in France, and then by Duff A. Abrams (1918) (inventor of the concrete slump test ) in the USA, and by Jean Bolomey (1929) in Switzerland. The 1997 Uniform Building Code specifies a maximum of 0.5 w/c ratio when concrete is exposed to freezing and thawing in moist conditions or to de-icing salts, and a maximum of 0.45 w/c ratio for concrete in severe, or very severe, sulfate conditions.

    Concrete hardens as a result of the chemical reaction between cement and water (known as hydration and producing heat ). For every mass ( kilogram, pound, or any unit of weight ) of cement (c), about 0.35 mass of water (w) is needed to fully complete the hydration reactions.

    However, a fresh concrete with a w/c ratio of 0.35 may not mix thoroughly, and may not flow well enough to be correctly placed and to fill all the voids in the forms, especially in the case of a dense steel reinforcement, More water is therefore used than is chemically and physically necessary to react with cement.

    Water–cement ratios in the range of 0.40 to 0.60 are typically used. For higher-strength concrete, lower w/c ratios are necessary, along with a plasticizer to increase flowability. A w/c ratio higher than 0.60 is not acceptable as fresh concrete becomes “soup” and leads to a higher porosity and to very poor quality hardened concrete as publicly stated by Prof.

    Gustave Magnel (1889-1955, Ghent University, Belgium) during an official address to American building contractors at the occasion of one of his visits in the United States in the 1950’s to build the first prestressed concrete girder bridge in the USA: the Walnut Lane Memorial Bridge in Philadelphia open to traffic in 1951.

    The famous sentence of Gustave Magnel, facing reluctance from a contractor, when he was requiring a very low w/c ratio, zero-slump, concrete for casting the girders of this bridge remains in many memories: “American makes soup, not concrete”, When the excess water added to improve the workability of fresh concrete, and not consumed by the hydration reactions, leaves concrete as it hardens and dries, it results in an increased concrete porosity only filled by air,

    A higher porosity reduces the final strength of concrete because the air present in the pores is compressible and concrete microstructure can be more easily ” crushed “. Moreover, a higher porosity also increases the hydraulic conductivity ( K, m/s) of concrete and the effective diffusion coefficients ( D e, m 2 /s) of solutes and dissolved gases in the concrete matrix.

    This increases water ingress into concrete, accelerates its dissolution ( calcium leaching ), favors harmful expansive chemical reactions ( ASR, DEF), and facilitates the transport of aggressive chemical species such as chlorides ( pitting corrosion of reinforced bars ) and sulfates (internal and external sulfate attacks, ISA and ESA, of concrete) inside the concrete porosity.

    When cementitious materials are used to encapsulate toxic heavy metals or radionuclides, a lower w/c ratio is required to decrease the matrix porosity and the effective diffusion coefficients of the immobilized elements in the cementitious matrix. A lower w/c ratio also contributes to minimize the leaching of the toxic elements out of the immobilization material.

    A higher porosity also facilitates the diffusion of gases into the concrete microstructure, A faster diffusion of atmospheric CO 2 increases the concrete carbonation rate, When the carbonation front reaches the steel reinforcements (rebar), the pH of the concrete pore water at the steel surface decreases.

    At a pH value lower than 10.5, the carbon steel is no longuer passivated by an alkaline pH and starts to corrode ( general corrosion ). A faster diffusion of oxygen ( O 2 ) into the concrete microstructure also accelerates the rebar corrosion. Moreover, on the long term, a concrete mix with too much water will experience more creep and drying shrinkage as excess water leaves the concrete porosity, resulting in internal cracks and visible fractures (particularly around inside corners), which again will reduce the concrete mechanical strength.

    Finally, water added in excess also facilitates the segregation of fine and coarse aggregates ( sand and gravels ) from the fresh cement paste and causes the formation of honeycombs (pockets of gravels without hardened cement paste) in concrete walls and around rebar.

    1. It also causes water bleeding at the surface of concrete slabs or rafts (with a dusty surface left after water evaporation).
    2. For all the afore mentioned reasons, it is strictly forbidden to add extra water to a ready-mix concrete truck when the delivery time is exceeded, and the concrete becomes difficult to pour because it starts to set.

    Such diluted concrete immediately loses any official certification and the responsibility of the contractor accepting such a deleterious practice is also engaged. In the worst case, an addition of superplasticizer can be made to increase again the concrete workability and to salvage the content of a ready-mix concrete truck when the maximum concrete delivery time is not exceeded.

    Is water cement ratio by weight?

    The Importance of Water – In concrete, the single most significant influence on most or all of the properties is the amount of water used in the mix. In concrete mix design, the ratio of the amount of water to the amount of cement used (both by weight) is called the water to cement ratio (w/c).

    What is the volume of 1 kg of cement?

    By this, we know the total number of bags in one cubic meter. Here, one metric cube (1 m³) is equal to 35.314 Cubic feet. ∴ Volume of 1 cement bag = 1.22 C. ft.

    Why do we multiply 1.54 in wet concrete?

    What is 1.33 in mortar? – The dry volume of mortar is 1.33, which means after applying water to the dry mortar mix, the volume of dry mortar mix is reduced by about 30% to 35%. commonly taken as 33% Dry volume = wet volume + 33% of wet volume = 1 + (( 33/100 ) + 1 ) = 1.33 so, we need 1.33 cubic meters of dry mix to get 1 cubic meter of wet mix mortar.