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How to Make Concrete Mix Ratio: Beauty of Concrete Calculator

by AJ
6 years ago

Concrete Mix Ratio Calculator: Our daily life in construction industries, tell us many time about What is a Beauty of Concrete Mix Ratio? Because now a days, most of architectural marvelous project come in reality, with the beauty of concrete technology. We are using this formula of concrete mix ratio for many proposes in construction industries. There are many terms like, concrete mix ration for foundations or concrete mix ratio by volume, etc.

How Much Concrete Mix Ratio Do I Need ???

Today here we see some of interesting facts and figures about concrete mix ratio specifications. As a person of construction industries, i think this beautifully carved out concrete specification texture, in terms of facts and figures, you like it.

the-beauty-of-concrete-mix-ratio-objects

Strong Concrete Mix Ratio for Concrete Grade.

Every Concrete mix have a particular grade. So, what is a Concrete Grade? or What is the meaning of M15 M20 M10 concrete? Here is the simplest term of your question: M10 M15 M20 etc. are all grades of concrete in the Indian Standard issued by Bureau of Indian Standards. The ‘M’ denotes ‘Mix’ followed by a number representing the compression strength of that mix in N/mm^2. A mix is a specific ratio in which cement, fine(sand) and coarse aggregate(gravel) are mixed.

  • M5 = 1:4:8
  • M10= 1:3:6
  • M15= 1:2:4
  • M20= 1:1.5:3
  • M25= 1:1:2

Clear Mix Ratio Cover to Main Reinforcement.

Concrete cover for reinforcement is required to protect the rebar against corrosion and to provide resistance against fire. The thickness of cover depends on environmental conditions and type of structural member. The minimum thickness of reinforcement cover is indicated in the drawings, or shall be obtained from the relevant code of practice. Below are the specifications for reinforcement cover for different structural members in different conditions.

  • FOOTINGS : 50 mm
  • RAFT FOUNDATION.TOP : 50 mm
  • RAFT FOUNDATION.BOTTOM/SIDES : 75 mm
  • STRAP BEAM : 50 mm
  • GRADE SLAB : 20 mm
  • COLUMN : 40 mm
  • SHEAR WALL : 25 mm
  • BEAMS : 25 mm
  • SLABS : 15 mm
  • FLAT SLAB : 20 mm
  • STAIRCASE : 15 mm
  • RET. WALL : 20/ 25 mm on earth
  • WATER RETAINING STRUCTURES : 20/30 mm.

Concrete Mix Ratio Weight Of Rod Per Meter Length:

Every Concrete Mix Ratio have their percentage of steel and available space to place those steel bars. You can check Reinforcement or steel rod bars weight per meter table at Here.

Dia Weight Per Meter.

  • 6mm = 0.222Kg
  • 8mm = 0.395 Kg
  • 10mm = 0.616 Kg
  • 12mm = 0.888 Kg
  • 16mm = 1.578 Kg
  • 20mm = 2.466 Kg
  • 25mm = 3.853 Kg
  • 32mm = 6.313 Kg
  • 40mm = 9.865 Kg
  • 1bag cement-50kg
  • 1feet-0.3048m
  • 1m-3.28ft
  • 1sq.m-10.76sq.f ¬t
  • 1cu.m-35.28cu.f ¬t
  • 1acre-43560sq.f ¬t
  • 1cent-435.6sq.f ¬t
  • 1hectare-2.47ac ¬re
  • 1acre-100cent-4 ¬046.724sq.m
  • 1ground-2400sq. ¬ft
  • 1unit-100cu.ft- ¬2.83cu.m 1square-100sq.f ¬t

1 M Length Steel Rod I Its Volume.

V=(Pi/4)*Dia x DiaX L=(3.14/4)x D x D X 1 (for 1m length) Density of Steel=7850 kg/ cub meter Weight = Volume x Density=(3.14/4)x D x D X 1×7850 (if D is in mm ) So = ((3.14/4)x D x D X 1×7850)/(1000×1000) = Dodd/162.27

Concrete Mix Ratio For Design Mix:

Concrete Mix ratio 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.

What is M10 Concrete Mix? ( 1 : 3.92 : 5.62)

  • Cement : 210 Kg/ M 3
  • 20 mm Jelly : 708 Kg/ M 3
  • 12.5 mm Jelly : 472 Kg/ M 3
  • River sand : 823 Kg/ M 3
  • Total water : 185 Kg/ M 3
  • Fresh concrete density: 2398 Kg/M 3

What is M20 Concrete Mix? ( 1 : 2.48 : 3.55)

  • Cement : 320 Kg/ M 3
  • 20 mm Jelly : 683 Kg/ M 3
  • 12.5 mm Jelly : 455 Kg/ M 3
  • River sand : 794 Kg/ M 3
  • Total water : 176 Kg/ M 3
  • Admixture : 0.7%
  • Fresh concrete density: 2430 Kg/ M 3

What is M25 Concrete Mix? ( 1 : 2.28 : 3.27)

  • Cement : 340 Kg/ M 3
  • 20 mm Jelly : 667 Kg/ M 3
  • 12.5 mm Jelly : 445 Kg/ M 3
  • River sand : 775 Kg/ M 3
  • Total water : 185 Kg/ M 3
  • Admixture : 0.6%
  • Fresh concrete density: 2414 Kg/ M 3
  • Note: sand 775 + 2% moisture, Water185 -20.5 = 164 Liters,
  • Admixture = 0.5% is 100ml

What is M30 Concrete Mix? ( 1 : 2 : 2.87)

  • Cement : 380 Kg/ M 3
  • 20 mm Jelly : 654 Kg/ M 3
  • 12.5 mm Jelly : 436 Kg/ M 3
  • River sand : 760 Kg/ M 3
  • Total water : 187 Kg/ M 3
  • Admixture : 0.7%
  • Fresh concrete density: 2420 Kg/ M 3
  • Note: Sand = 760 Kg with 2% moisture
  • (170.80+15.20)

What is M35 Concrete Mix? ( 1 : 1.79 : 2.57)

  • Cement : 410 Kg/ M 3
  • 20 mm Jelly : 632 Kg/ M 3
  • 12.5 mm Jelly : 421 Kg/ M 3
  • River sand : 735 Kg/ M 3
  • Total water : 200 Kg/ M 3
  • Admixture : 0.7%
  • Fresh concrete density: 2400 Kg/ M 3
  • Note: sand = 735 + 2%, Water = 200- 14.7 = 185.30,
  • Admixture = 0.7%

What is M40 Concrete Mix? ( 1 : 1.67 : 2.39)

  • Cement : 430 Kg/ M 3
  • 20 mm Jelly : 618 Kg/ M 3
  • 12.5 mm Jelly : 412 Kg/ M 3
  • River sand : 718 Kg/ M 3
  • Water Cement ratio : 0.43
  • Admixture : 0.7%
  • Note: Sand = 718 + Bulk age 1%

What is M45 Concrete Mix? ( 1 : 1.58 : 2.26)

  • Cement : 450 Kg/ M 3
  • 20 mm Jelly : 626 Kg/ M 3
  • 12.5 mm Jelly : 417 Kg/ M 3
  • River sand : 727 Kg/ M 3 + Bulk age 1%
  • Water Cement ratio : 0.43
  • Admixture : 0.7%

What is M50 Concrete Mix? ( 1 : 1.44 : 2.23)

  • Cement : 450 Kg/ M 3
  • 20 mm Jelly : 590 Kg/ M 3
  • 12.5 mm Jelly : 483 Kg/ M 3
  • River sand : 689 Kg/ M 3 + Bulk age 12%
  • Water Cement ratio : 0.36 (188 Kg)
  • Admixture : 1.20%3
  • Micro silica : 30 Kg
  • Super flow 6.7% of cement.

1 Cubic Meter Contains 500 Bricks.

  • The Standard size of the 1st class brick is 190mm x 90mm x 90mm and motor joint should be 10mm thick, So brick with motor=200 x 100 x 100.
  • Volume of 1st class brick = 0.19 x 0.09 X 0.09 = 0.001539 cu.m
  • Volume of 1st class brick with motor =0.2 x 0.1 x 0.1=0.002 cu.m
  • No. on bricks per 1cu.m= 1/volume of1st class brick with motor =1/0.002 = 500 no’s of bricks

STANDARD CONVERSION FACTORS.

  • INCH = 25.4 MILLIMETRE
  • FOOT = 0.3048 METRE
  • YARD = 0.9144 METRE
  • MILE = 1.6093 KILOMETER
  • ACRE = 0.4047 HECTARE
  • POUND = 0.4536 KILOGRAM
  • DEGREE FARENHEIT X 5/9 – 32 = DEGREE CELSIUS
  • MILLIMETRE= 0.0394 INCH
  • METRE = 3.2808FOOT
  • METRE = 1.0936YARD

A rope having length 100cm.You can form any shape using this rope (Example: Triangle, Rectangle, etc.,). Which shape will covers maximum area ?

  • 1 Newton = o.101971 kg.
  • 100 mm2 = 2000N
  • 1 mm2 = 0.01 cm2
  • 2000 N = 203.942 kg, So 20 N/ mm2 = 203.942 kg / cm2
  • 1 cm2 = 100 mm2
  • 20 N = 1 mm2.
  • 1 cm2 = 2000N.

CONCRETE MIX RATIO IS 1:1.5:3,

  • then volume is 1+1.5+3=5.5 and the total volume for using CONCRETE MIX RATIO =1.57 m3 then.
  • cement required=1/5.5*1.57=0.285m3*1440=411 kg. (8+bag)
  • sandrequried=1.5/5.5*1.57=0.471m3
  • aggregaterequired=3/5.5*1.57=0.853m3

The standard volume of dry mix mortar=1.57 You can check it in IS code also.

  • Then volume is 1+1.5+3=5.5 and the total volume for using mix=1.57 m3 then,
  • cement required=1/5.5*1.57=0.285m3*1440=411 kg.(8+bag)
  • sandrequried=1.5/5.5*1.57=0.471m3
  • aggregaterequired=3/5.5*1.57=0.853m3.

MATERIAL CALCULATION IN CONCRETE MIX RATIO : CEMENT IN BAGS

  • PCC 1:5:10 1440/5*0.45 129.60Kg 2.59
  • PCC 1:4:8(M 7.5) 1440/4*0.45 162.00Kg 3.24
  • PCC 1:2:4(M 15) 1440/2*0.45 324.00Kg 6.48
  • PCC 1:3:6(M 10) 1440/3*0.45 216.00Kg 4.32
  • RCC 1:2:4(M 15) 144/2*0.45 324.00Kg 6.48
  • RCC 1:1.5:3(M 20) 1440/1.5*0.45 32.00Kg 8.64
  • RCC 1:1:2(M 25) 370.00Kg 7.40
  • RCC M 30 410.00Kg 8.20
  • RCC M35 445.00Kg 8.90
  • RCC M40 480.00Kg 9.60
  • Damp Proof Course CM1:3,20mm tk 1440/3*0.022 10.56Kg 0.21
  • 2″tk precast slab M15 324*0.05 16.20Kg 0.32
  • 3″tk precast slab M15 324*0.075 24.30Kg 0.49
  • GC Masonry CM 1:7 1440/7*0.34 70.00Kg 1.40
  • Brick Work CM 1:6 1440/6*0.25 60.00Kg 1.20
  • Brick Work CM 1:4, 115tk 1440/4*0.25*0.115 10.35Kg 0.21
  • Grano Flooring CC 1:1.5:3 1440/1.5*0.45*0.05 21.60Kg 0.43
  • Plastering CM 1:3, 12mm tk 1440/3*0.014 6.72Kg 0.13
  • Wall Plastering CM 1:4, 12mm tk 1440/4*0.014 5.00Kg 0.10
  • Laying Pressed Tiles Over a CM 1:4, 20mm tk 1440/4*0.022 7.92Kg 0.16
  • Ceramic Tiles, Marble, Granite, Caddapah Slab CM 1:4, 20mm tk 1440/4*0.022 7.92Kg 0.16
  • Hollow Block Masonry CM 1:6, 200mm tk/m¬2¬ 10.00Kg 0.20

SAND CALCULATION FOR CONCRETE MIX RATIO (CFT):

  • Any Concrete mix ratio Work (PCC, RCC) 0.45*35.315= 20.00
  • Damp Proof Course CM `1:3, 20mm tk 1.00
  • 2″tk Precast slab M15 1.00
  • 3″tk Precast slab M15 1.50
  • SS Masonry in CM 1:7 15.00
  • Brick Work in CM 1:6 15.00
  • Brick Work in CM 1:4,115mm tk 2.00
  • Grano Flooring in CC 1:1.5:3 1.00
  • Plastering in CM 1:3, 12mm tk 1.00
  • Wall Plastering CM 1:4, 12mm tk 1.00
  • Laying Pressed Tiles over a CM 1:4, 20mm tk 1.00
  • Ceramic Tiles, Marble, Granite, Cuddapah slab CM 1:4, 20mm tk 1.00

MATERIAL CALCULATION FOR CONCRETE MIX RATIO:

  • Any Concrete mix ratio Work 32.00 cft
  • Grano Flooring in CC 1:1.5:3, 50mm tk 1.60cft
  • Grano Flooring in CC 1:1.5:3, 75mm tk 2.40cft
  • Grano Flooring in CC 1:1.5:3, 100mm tk 3.20cft
  • Bricks/cum 450.00 Nos
  • Size Stone/ cum 90.00 Nos
  • Rough Stone 10.00 cft
  • Bond Stone/ cum 10.00 Nos
  • Cement Paint/100 Sft 2.00 Kg
  • White Cement/100 Sft 2.00 Kg
  • Janathacem/100 Sft 1.50 Kg
  • Enamel Paint/100 Sft – 2 Coats 1.25 Litre
  • Wall Putty/100 Sft 10.00 Kg
  • Plaster of Paris/100 Sft 25.00 Kg
  • Distember/100 Sft 2.00 Kg
  • Cement Primer 0.60 Litre 0.40 Litre
  • Weathering Course Lime 12.50 Kg Brick bats 32.00 Kg
  • Providing Sand Gravel Mix- Cum Sand 20.00 Cft Gravel 40.00 Cft
  • WBM – 75mm tk – 1st Layer – 10 Sqm Metel(60-40 mm) 35.00 Cft Gravel 10.00 Cft
  • Pressed Tiles – Sqm 20.00 Nos
  • Hollow Block – 200mm tk 14.00 Nos.

CONCRETE MIX RATIO CONVERSION TABLE OF :

  • 1 RM 3.28 Rft
  • 1 Sqm 10.76 Sft
  • 1 Cum 35.32 Cft
  • 1 Inch 2.54 cm
  • 1 sft 0.09Sqm
  • 1 Acre 0.04 Hectare
  • 1 Hectare 2.47 Acres
  • 1 Cft 0.028 Cum
  • 1 Feet 12.00 Inch
  • 1 Feet 0.305 M
  • 1 Cum 1000.00 Litre

CONVERSION TABLE OF UNIT WEIGHT:

  • Concrete mix ratio 25 kN/m3
  • Brick 19 kN/m3
  • Steel 7850 Kg/m3
  • Water 1000 Lt/m3
  • Cement 1440 Kg/m3
  • 1Gallon 4.81 Litres
  • Link 8″ = 200mm
  • 1 Hectare 2.471 acr(10000m2)
  • 1 Acr 4046.82m2 = 100 cent

CONVERSION TABLE OF DEVELOPMENT LENGTH:

  • Compression 38d
  • Tension 47 & 60d
  • 1 Cent 435.60 Sft
  • 1 Meter 3.2808 ft
  • 1 M2 10.76 ft2
  • 1 Feet 0.3048m
  • 1 KN 100Kg
  • 1kN 1000N
  • 1 Ton 1000Kg = 10,000 N = 10 kN
  • 1 kG 9.81N

M5=2.54Bg/m3, M7.5=3.18Bg/m3, M10=4.32Bg/m3, M20=8.64Bg/m3, M25=12.9 Bg/m3, M40=500+100Kg/m3, 1m3 Conrete = 0.9 m3 Jelly + 0.55 m3 Sand + 0.225 m3

SPECIFICATIONS OF BRICK:

  • Weight = 3.17 – 3.80 Kg
  • Water absorption 12 to 15%
  • Compressive strength = 36Kn/cm2
  • 230mm Wall/m3 = 460 Bricks + 20Cft Sand + 66Kg Cement
  • SSM 1:7/m3 = Slize 95 + Soiling 8 Cft +60.5 Kg
  • Current = 1000 Watts = 1 Unit, 25Watt*40Hr = 1 Unit
  • Sunshade = 65mm – 0.56 bag/m2, = 90mm – 0.78 bag/m2
  • Tiles, Kotta, Marble – 0.33 bag/m2
  • Press Tiles – 0.22 bag/m2
  • Ceiling & RCC plastering concrete mix ratio 1:3 – 0.13 bag/m2
  • Wall 1:5 – 0.09 bag/m2
  • Smoothplast 1:3 – 0.18 bag/m2,
  • Brick on edge – 0.08/Rmt
  • Pavement 75 tk – 0.49/m2
  • Floor finish CM 1:4 – 0.15bag/m2

REINFORCEMENT STEEL FOR CONCRETE MIX RATIO ITEM – Kg/m3:

  • Column = 125, Footing = 75, Slab = 65, Beam = 120
  • RC Wall = 80, Min.Plot Area req for Approval = 95m2

FABRICATION STEEL (TRUSS+PULIN):

  • 20-30m span 1m2 = 25 Kg,
  • 40m & above 1m2 = 33 kg,
  • UG Sump = 12 Kl(3*2*2m) = 24 Kl(4*2.5*2.5m)
  • Column Lead for Resi – 2.0T/m2 per Floor

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