01 tm 014 c40 20 ms concrete mix proportions[1]
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Consultant
Mix Identification No.C40/20-OPC-MS_ID-014
Project Specifications:
Design Proportions per m3
* The dosage of admixture may vary depending on the slump required at site & ambient conditions.
Material Engneer Page 1 0f 3
L&T Concrete Batching plant
Cement type
Microsilica (kg) Elkeem Norway 27 2.200
Max 2000
Max 0.42
Range of cement content (kg/m3)
< 30
Source
< 10360 to 390 WPT (mm) Max 10370 + 27
0.012
3.150 0.117
698
Maximum water-cementetious ratio
Placement Slump (mm) 140±40
Drying Shrinkage (%)
Material
Temperature of concrete (°C)
Air content (assumed) (%)
Min 100
0.39
Bleeding (%)
0.251
1.000 0.160
2.000
Grace
Fine sand 7.0
20mm Crushed aggregate kg.(SSD)
20.010 mm aggregate
3
60
Water (Litres)
Minimum wet mixing time ( sec.)
165.5
0.135
AFI Enterprises Crusher,Barka
0.049
Natural washed sand kg. (SSD)
0.247
5.25
1.00
1.200
Natural washed sand 36.0 Fineness Modulus
Hydrated paste (% by volume)
Proportion by mass (%)
Bousher
Aggregate - Cementitious ratio
(volume)
* Admixture, Daracem-19CFMQ lit. 10.00
10mm Crushed aggregate kg. (SSD)
0.010
Total Free Water (L)
29.9437.0
Cement (kg) Oman Cement Company 370
20 mm aggregate
Aggregate
AFI Enterprises Crusher,Barka
679
2.02
Oman Rock Barka
Effective Water-Cementetious Ratio 0.390
Sanayya pumping Station ,Barka
Fine sand kg. (SSD) 132
Total absolute volume (m3)
2.710
377
2.700
Max 3.0
Project
159.5
20
OPC + MS. OPC + MS.
Max 0.3
2.800
2.830
Maximum nominal size of aggregate
(mm)20
Soluble Chloride content as % by
weight of cement in the mix.
Max 30
Quantity Specific gravityAbsolute
Volume (m3)
< 1500RCPT (Coulombs)
Max 0.05
Max 0.5
< 0.05
< 0.5
28-d Characteristic cube strength
(N/mm2)
0.05
Sulphate content as % by weight of
cement in the mix.40 55
Contractor Larsen & Toubro (Oman) LLC08.06.2013
Concrete Batching Plant, Barka
CONCRETE MIX PROPORTIONS
Design and Construction of Underpass and Flyovers along Darsait-Al Wadi Al Kabir Road
Client Muscat Municipality
Renardet S.A and Partners
CONCRETE MIX PROPORTIONS TM 012 08/06/2013