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concrete mix design ratio for m30 in litres

Dec 24, 2017. #3. Concrete mix Design for M30 Grade concrete with GGBS is as follows; OPC Cement 53 Grade – 280 Kg. GGBS – 100 Kg. Water Cement ratio (w/c) – 0.4. Free Water – 152 liters. 20mm Metal / Aggregates – 772 Kg. 10mm Metal / Aggregates – 343 Kg.

Therefore Mix Ratio of M30 Grade concrete by weight is Cement : F.A : C.A : Water = 1 :1.63 : 2.8 : 0.45. Note: What we have discussed is the Design mix ratio method which is different from the Nominal volumetric mix ratio method. Read this post to understand the difference between Nominal Mix and Design Mix.

Mix proportioning for a concrete of M30 grade is given in A·I to A-ll. A·I STIPULATIONS FOR PROPORTIONING. a) Grade designation : M30 b) Type of cement : OPC 53 Grade conforming IS 12269 c) Maximum nominal size of aggregate : 20mm d) Minimum cement content : 320 kg/m 3 (IS 456:2000) e) Maximum water-cement ratio : 0.45 (Table 5 of IS 456:2000)

Answer (1 of 2): Up to M25, Concrete are standard mix the ratio can be stated with out any mix design, From M30 Grade, Concrete will come under design mix. The mix design is need to be calculated according to the specification of the available materials.

Answer (1 of 8): 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 : 2.77 Slump Required : …

Concrete Mix Design Ratio for M30 M30 mix ratio – 1 : 2.5 : 3.5 Trial Mix:1, (For M30 Grade Concrete Mix Design) The trail mix is required to define the workability ( slump ), density, compaction, and, most of all, the compressive strength of different concrete grades for various purposes.

Recommended mix proportion of ingredients for grade of concrete M30 obtain from test result – From obtained test result for target strength 38.25 N/mm 2 (> 34 N/mm 2, OK) we get, Water-cement ratio …

Concrete Mix Ratio And Slump Value Of Concrete ... Typically, a mix is about 10 to 15 % cement, 60 to 75 % aggregate and 15 to 20 % water. This concrete mix ratio of aggregate to sand to cement is an important factor in determining the compressive strength of the concrete mixture.

Concrete Mix Design Calculation : M20, M25, M30, M40 Grade Concrete Construction Materials / By happhoadmin7 Concrete mix design is a procedure of selecting the suitable ingredients of concrete and their relative proportions with an objective to prepare concrete of certain minimum strength, desired workability and durability as economically ...

Answer: Concrete Mix Design IS Code For Concrete mix design, we use, IS 456, and IS 10262. M30 Grade of Concrete Mix Design Procedure with OPC 53 Cement For Concrete mix design, we use, IS 456, and IS 10262. Required Data for M30 Grade of Concrete Mix Design …

mix design m30 1. q.no. design a concrete for strength m30 (i.e.30 w ͽͽ ) specification of materials:- a) grade designation : m30 b) type of cement : opc 53 grade c) max nominal size of : 20mm down aggregate d) min. cement contnt : 320 ͭx ͽ e) water cement ratio : 0.45 f) workability : 75mm slump g) exposer condition : severe (r.c.c) h) method of concrete : manual placing i) max.

1/22/2014 6 Basic Concrete Mix Design Materials Pounds of material S.G. Abs Volume 667 3.15 X 62.4 Cement 667 3.15 3.39-Total Cementious 667 Miller Stone 1590 2.6 9.80

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 (c) Shape of CA — Angular (d) Degree of workability required at site — 50-75 mm (slump) (e) Degree of quality control available at site — As per IS ...

Selection of Water Cement Ratio for M30 Grade of Concrete Mix design. Maximum Water Cement Ratio Permitted As per MORTH Clause – 1715.2: 0.40. W/c Ratio Selected As 0.39. Selection of Water for M30 Grade of Concrete Mix Design Water Content as per Table 2, of IS: 10262:2009 for 20 mm maximum size of aggregate IS: 186 litres.

Selection of Water Cement Ratio for M30 Grade of Concrete Mix design. Maximum Water Cement Ratio Permitted As per MORTH Clause – 1715.2: 0.40. W/c Ratio Selected As 0.39. Selection of Water for M30 Grade of Concrete Mix Design Water Content as per Table 2, of IS: 10262:2009 for 20 mm maximum size of aggregate IS: 186 litres.

Mix design of M30 grade concrete Projects requirements . 1 Mix design of : M30 grade concrete 2 Type of cement used PPC cement ( supplied only with strength of 33 grade as per clause no 7.4.1 page no 2 of IS 1489 ). conforming to IS 1489 Part 1. -2015.3. Maximum nominal size of aggregate: 20 mm.4. Exposure condition : Moderate exposure condition 5 Workability : mm 50 mm (slump)

Concrete mix Design for M30 Grade concrete with GGBS for self compacting application is as follows; OPC Cement 53 Grade – 290 Kg. GGBS – 260 Kg. Water Cement ratio (w/c) – 0.31. Free Water – 170 liters. 20mm Metal / Aggregates – 534 Kg. 10mm Metal / Aggregates – 354 Kg.

AN ILLUSTRATIVE EXAMPLE ON CONCRETE MIX PROPORTIONING An example of given concrete mix design steps for concrete of M 30 grade is shown here following IS: 10262-2009 code standards. 1. Stipulations for Concrete Mix Design Grade designation : M 30 Type of cement : OPC 53 grade confirming to IS 8112 Maximum nominal size of aggregate…

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 (c) Shape of CA — Angular (d) Degree of workability required at site — 50-75 mm (slump) (e) Degree of quality control available at site — As …

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