# How To Make Concrete At Site? M 25 Example

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2 Most of the contractors, builders, masons etc. still follow 1:2:4 or 1:1.5:3 mixes they are not aware of Design Mixes and Concrete Admixtures. This paper described how Design Mixes can be converted into volume with 1 Bag Cement, 2 Boxes of sand and 4 Boxes of Aggregate. The site practical problem is the dispersion of water and liquid admixtures into the mixer. For this the site should fabricate a plastic circular graduated measuring container of 30 lit capacity with a tap fitted at its bottom. This container is to be fitted on top of the mixer. From this container water and liquid admixtures can conveniently poured direct into the mixer in a measured quantity. EXAMPLE OF MIX DESIGN 1. For a construction site M-25 Grade of concrete is required to be designed as per IS: The mix will be taken by volume. Workability required is 50 mm slump. Normal Superplasticizer will be used in the mix. The materials will be mixed at site in a tilting drum mixer of one cement bag capacity. 2. For durability consideration, maximum free W/C ration = 0.50 minimum cement content 300 kg/m 3 including Fly ash. 3. Test datas of aggregates are as given in table Cement will be used PPC, having 7 days average compressive strength of 37.5 N/mm2 5. Mean design target strength: x 5 = 33.3 N/mm2 at 28 days age Table-1 Test Data of Dehradun Aggregates: I.S. Sieve Size Percentage Passing River Sand 20 mm Crushed Aggregate 40 mm mm mm mm 79 0

3 2.36 mm mm micron micron micron 6 Specific Gravity Water absorption % Bulk density kg/lit Note : The sand is not falling to any grading Zone of IS : The aggregate grading is 20 mm single sized as per IS: If 95% this sand passes on 4.75 mm sieve, then the sand will become of Zone-II as per IS : The following mix is worked out as per Zone-II sand. For detail calculations refer reference of No. 1. a) For the target strength and given cement and Aggregate W/C ration found to be = 0.49 b) Water for OPC 190 kg/m 3. For PCC 5/100 x 190 = 9.5, Say = 180 kg/m 3 to give 50 mm of Slump with the given aggregates. Normal Superplasticizer at a dosages of 7 ml/kg cement will give 15% water reduction without loss of workability. Water = = 153 kg/m 3 c) Cement = 153/0.49 = 312 kg/m 3 d) Density of OPC concrete = 2405 kg/m 3 Density for PPC Concrete = = Say 2380 kg/m 3 e) Aggregates = = 1915 kg/m 3 f) Sand (Zone-II) = 1915 x 0.36 = 689 kg/m 3 g) 20 mm aggregate = = 1226 kg/m 3

4 Mix. No. 1 On the basis of saturated and surface dry aggregates- Water =153 kg/m 3 PCC=312 kg/m 3 Sand=689 kg/m 3 20 mm Aggregate=1226 ml/m 3 Mix No = 16% oversized particles in the sand is to be adjusted in the above mix. The modified mix on the basis of saturated and surface dry aggregates is given below: Water=153 kg/m 3 PCC=312 kg/m 3 Sand=820 kg/m 3 20 mm Aggregate =1095 kg/m 3 Normal Superplasticizer=2184 kg/m 3 Accordingly mix ratio by weight on the basis of saturated and surface dry aggregates is given below: Cement : Sand : 20 mm Agg. 1 : 2.63 : 3.51 W/C Ratio = 0.49 Mix ratio by volume on the basis of room dry aggregates is given below: Cement : Sand : 20 mm Agg. 1 : 2.14 : 3.63 Free W/C Ratio = 0.49 MIX RATIO BY VOLUME FOR ONE BAG OF CEMENT 1. Cement = One bag = 50 kg = 35 lit = cc 2. Sand (room dry) = 2.14 x 35 = 74.9 lit = cc mm Aggregate (room dry) = 3.63 x 35 = lit = cc 4. Free Water = 24.5 lit 5. Normal Superplasticizer = 350 ml MEASURING BOXES TO BE MADE AT SITE 1. Cement = One bag = 50 kg 2. Sand (room dry) = 33 x 33 x 34.4 cm two boxes mm Aggregate (room dry) = 33 x 33 x 29.2 cm.. four boxes 4. Free Water = 24.5 lit 5. Normal Superplasticizer = 350 ml In the above example M-25 Design mix is converted to the familiar 1 bag cement : 2 boxes of sand and 4 boxes of aggregate. While making concrete at site the moisture content of

5 site sand and aggregate must be taken into account in the mixing water and bulking of sand. In the field trial mixes are to be carried out to finalized the mix. REFERENCES: 1. Kishore Kaushal, Manual of Concrete Mix Design based on IS : , Standard Publishers Distributors, 1705-B, Nai Sarak, Delhi , 2. Kishore Kaushal, Combining Fine & Coarse Aggregates CE & CR, Jun, 2004, pp We are thankful to Sir Kaushal Kishore for sharing this utmost important research paper here on the website. This would be of great use to all the civil engineers who work in field Source: example.html

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Last Modified: Jun 15, 216 degruchy's Ecologic Mortar... Just add water! degruchy's Ecologic Mortar, in any of the stock colors, are simply a prepared blend of binder/aggregate/pigments to which you just