Project :-“Rehabilitation and up-gradation of Mehkar to Ajispur from km 00+000 to km 35+8
paved shoulder in the state of Maharashtra on (EPC) mode.
Client Maharastra State Road Development Corporation (MSRDC)
Authority Engineer
EPC Contractor Sunil Hitech Engineers Ltd. - RCM Infrastructure ltd. (JV)
CONCRETE MIX DESIGN M-40(RCC) Grade
(As per IS: 10262 -2009)
A-1) Design Stipulation
Characteristics Compressive strength at 28 days 40 N/mm2 (M
Maximum size of Aggregate 20 mm
Workability , Slump 75 - 125 mm
Degree o f Quality control Good
Type of exposure Severe
Target mean strength 52.0 N/mm2
A-2) Test Data for Material
Type of Cement and Grade ACC OPC – 43
Type of Admixture Apple Chemie
Specific gravity of Cement 3.15
Specific gravity of Admixture 1.016
Specific gravity of 20mm 2.858
Specific gravity of 10mm 2.833
Specific gravity of fine aggregate (Classified sand) 2.830
Water Absorption of 20 mm 0.83%
Water Absorption of 10 mm 0.98%
Water absorption of Fine aggregate (Classified sand) 1.38%
A-3) Target Mean Strength
Standard deviation obtained from Table - 1 of IS: 10262 - 2009 is 5
Hence the Target Mean Strength
ft = f ck + k*s
ft =40+ 1.65 x 5.0 48.25
Where ft = Target mean compressive strength at 28 days
f ck
= Characteristic compressive strength at 28 days
s = Standard deviation
k = 1.65 (Statistical value)
Target Mean strength as per Table 1700 - 5 of MORT&H 52.0 N/mm2
A-4) Selection of (Free) Water - Cement Ratio
From MORT&H Table 1700-2, maximum water cement ratio = 0.45
0.40<0.45(maximum allowed as per MORT&H is 0.45)
Based on trails, adopt water cement ratio as 0.34
Project :-“Rehabilitation and up-gradation of Mehkar to Ajispur from km 00+000 to km 35+8
paved shoulder in the state of Maharashtra on (EPC) mode.
Client Maharastra State Road Development Corporation (MSRDC)
Authority Engineer
EPC Contractor Sunil Hitech Engineers Ltd. - RCM Infrastructure ltd. (JV)
CONCRETE MIX DESIGN M-40(RCC) Grade
(As per IS: 10262 -2009)
Hence O.K
A-5) Selection of Water content
From Table 2, maximum water content = 186 kg. (For 35 mm slump range)
For 20 mm Aggregate
Water for 25 to 50 mm Slump(in kg.) 186
Required Slump (in mm) 95
Estimated water for required slump(in kg.)
202.74
As super plasticizer is used, the water content can be reduced to 20 % and above.
Based on trials with super plasticizer water content reduction has been 30.40%
Hence, the arrived Water Content = 141
A-6) Selection of Cement Content
Water / Cement ratio 0.34
Hence Cement content 141 / 0.34 = 415
Check for exposure condition from Table 1700-2 of MoRT&H
Minimum Cement Content = 360 kg /m3
Hence cement content O.K
Project :-“Rehabilitation and up-gradation of Mehkar to Ajispur from km 00+000 to km 35+8
paved shoulder in the state of Maharashtra on (EPC) mode.
Client Maharastra State Road Development Corporation (MSRDC)
Authority Engineer
EPC Contractor Sunil Hitech Engineers Ltd. - RCM Infrastructure ltd. (JV)
CONCRETE MIX DESIGN M-40(RCC) Grade
(As per IS: 10262 -2009)
A-7) Proportion of Volume of Coarse Aggregate and Fine aggregate
From table-3, As per IS 10262 - 2009
Volume of coarse aggregate corresponding to 20mm size aggregate and fine
aggregate Zone-II for Water-Cement ratio of 0.5 = 0.62
In the present case water-cement ratio is 0.37. Therefore, volume of coarse
aggregate is required to be increased to decrease the fine aggregate content.
As the water-cement ratio is lower by 0.05, the proportion of volume of coarse
aggregate is increased by 0.01(at the rate of -/+ 0.01for every + 0.05 change
in water-cement ratio). Therefore, corrected proportion of volume of coarse
aggregate for the water-cement ratio of 0.40=0.60
Therefore, Volume of Coarse Aggregate = 0.62
Volume of fine Aggregate = 1 - 0.62 = 0.38
A-8) Selection of Admixture Content
% of Admixture by wt of Cement 0.95%
Admixture by wt of Cement = 415 X 0.95% = 3.94
A-9) Mix Calculations
a) Volume of Concrete = 1 M3
b) Volume of Cement
Mass of Cement 1
Specific Gravity
X 1000
415 1
3.15 X 1000
= 0.132 M3
c) Volume of Water
Mass of Water 1
Specific Gravity
X 1000
141 1
1 X 1000
= 0.141 M3
d) Volume of Admixture
Project :-“Rehabilitation and up-gradation of Mehkar to Ajispur from km 00+000 to km 35+8
paved shoulder in the state of Maharashtra on (EPC) mode.
Client Maharastra State Road Development Corporation (MSRDC)
Authority Engineer
EPC Contractor Sunil Hitech Engineers Ltd. - RCM Infrastructure ltd. (JV)
CONCRETE MIX DESIGN M-40(RCC) Grade
(As per IS: 10262 -2009)
Mass of Admixture 1
Specific Gravity
X 1000
3.94 1
1.016 X 1000
= 0.0039 M3
0.277
e) Volume of all in Aggregate
= {a-(b+c+d)}
= {1-(0.132+0.141+0.0039)} = 0.723
f) Mass of Coarse Aggregate 20 MM = 0.723X0.62X0.60XSpecific Gravity of 20mmX1000
= 769
g) Mass of Coarse Aggregate 10 MM = 0.723X0.62X0.40XSpecific Gravity of 10mmX1000
= 508
g) Mass of Coarse Fine Aggregate = 0.723X0.38XSpecific Gravity of Fine Agg.X1000
= 778
Project :-“Rehabilitation and up-gradation of Mehkar to Ajispur from km 00+000 to km 35+8
paved shoulder in the state of Maharashtra on (EPC) mode.
Client Maharastra State Road Development Corporation (MSRDC)
Authority Engineer
EPC Contractor Sunil Hitech Engineers Ltd. - RCM Infrastructure ltd. (JV)
CONCRETE MIX DESIGN M-40(RCC) Grade
(As per IS: 10262 -2009)
Mix Proportions
1 Cement 415 kgs
2 Coarse Aggregate 20 mm 769 kgs
3 Coarse Aggregate 10 mm 508 kgs
4 Fine Aggregate (Classified Sand) 778 kgs
5 Water 141 kgs
6 Admixture (0.95% by weight of cement) 3.94 kgs
Mix Ratio of Material:
Cement : Sand : Coarse Aggregate
415 : 778.00 : 1277.00
1 : 1.87 : 3.08
A-10) Trails Observations:
The slump shall be measured and the water content and dosage of admixture
shall be adjusted for achieving the required slump based on trail, if required,
the mix proportions shall be reworked for the actual water content and
checked for durability requirements
Duration Initial 1 hour 1½ hour
Slump(mm) 135 110 90
Temperature 28.3 28.6 29.1
Project :-“Rehabilitation and up-gradation of Mehkar to Ajispur from km 00+000 to km 35+8
paved shoulder in the state of Maharashtra on (EPC) mode.
Client Maharastra State Road Development Corporation (MSRDC)
Authority Engineer
EPC Contractor Sunil Hitech Engineers Ltd. - RCM Infrastructure ltd. (JV)
CONCRETE MIX DESIGN M-40(RCC) Grade
(As per IS: 10262 -2009)
EPC Contractor Representative Autho
km 35+836 of NH 548C two lane with
Grade
N/mm2 (MoRT&H Table 1700-1)
mm
125 mm (MoRT&H Table 1700-4)
d
ere
N/mm2 from (MoRT&H Table 1700-5)
OPC – 43 grade cement
e Chemie (Visco flux-2202)
6
8
3
0
%
%
%
N/mm3
N/mm2
km 35+836 of NH 548C two lane with
Grade
40%
kg/m3
km 35+836 of NH 548C two lane with
Grade
%
km 35+836 of NH 548C two lane with
Grade
mmX1000
mmX1000
X1000
km 35+836 of NH 548C two lane with
Grade
km 35+836 of NH 548C two lane with
Grade
Authority Engineers Representative
Maharastra State Road Development Corporation (MSRDC)
Project :-“Rehabilitation and up-gradation of Mehkar to Ajispur from km 00+000 to km 35+836 of NH 548C two lane
with paved shoulder in the state of Maharashtra on (EPC) mode.
CLIENT Maharastra State Road Development Corporation (MSRDC)
AUTHORITY ENGINEER
EPC CONTRACTOR Sunil Hitech Engineers Ltd. - RCM Infrastructure ltd. (JV)
TEST SUMMARY OF M40(RCC) MIX DESIGN
SOURCE OF MATERIAL:-
Coarse Aggregate 20.0 mm : Kingaon Quarry & Crusher
Coarse Aggregate 10mm : Kingaon Quarry & Crusher
Fine Aggregate : Kingaon Quarry & Crusher
Water : Bore well at Batching plant location
Admixture : Apple Chemie (Visco flux-2202)
Cement : ACC OPC 43 Grade Cement
PROPORTION OF MATERAL
20 mm Aggregate 60%
Coarse Aggregate 62%
10 mm Aggregate 40%
Fine Aggregate 38%
W/C Ratio 0.34
Admixture 0.95%
Cement (kgs) 415
TEST SUMMARY:
SLUMP:
Duration Initial 1 hour 11/2 hour Remark
Slump (mm) 135 110 90
Cube Strength:
Age in days 7 days 28 days Remarks
Compressive Strength (N/mm2) 43.93 55.04
Contractor's Representative Authority Engineer's Representative
Maharastra State Road Development Corporation (MSRDC)
Project :-“Rehabilitation and up-gradation of Mehkar to Ajispur from km 00+000 to km 35+836 of NH 548C two
lane with paved shoulder in the state of Maharashtra on (EPC) mode.
CLIENT Maharastra State Road Development Corporation (MSRDC)
AUTHORITY ENGINEER
EPC CONTRACTOR Sunil Hitech Engineers Ltd. - RCM Infrastructure ltd. (JV)
COMPRESSIVE STRENGTH OF CONCRETE CUBES
(As per IS: 516-1959)
Location QC Lab @ Base camp Date of Casting 17.11.2017
Structure Concrete Mix Design Date of Testing 15.12.2017
Grade of Concrete M40 RCC W/C Ratio 0.34
Brand of Cement ACC OPC 43 Grade Cement Content 415
Admixture
Admixture
Name Apple Chemie (Visco flux-2202) Age of Cubes 7 Days
(By Weight of
Cement)
0.95%
Weight of Cube Density of Cube Strength of Average Cube
SL. No. Load (KN)
(gms) (gm/cc) Cube (N/mm2) Strength (N/mm2)
1 8659 2.566 981 43.60
2 8699 2.577 979 43.51 43.79
3 8712 2.581 996 44.27
4 8639 2.560 985 43.78
5 8745 2.591 999 44.40 44.36
6 8714 2.582 1010 44.89
7 8726 2.585 1014 45.07
8 8756 2.594 1009 44.84 45.02
9 8726 2.585 1016 45.16
10 8756 2.594 995 44.22
11 8726 2.585 933 41.47 42.56
12 8743 2.591 945 42.00
Average Compressive Strength (N/mm2) 43.93
Remarks :-………………………………………………………………………………………………………..
EPC Contractor Representative Authority Engineer Representative
Maharastra State Road Development Corporation (MSRDC)
Project :-“Rehabilitation and up-gradation of Mehkar to Ajispur from km 00+000 to km 35+836 of NH 548C two
lane with paved shoulder in the state of Maharashtra on (EPC) mode.
CLIENT Maharastra State Road Development Corporation (MSRDC)
AUTHORITY ENGINEER
EPC CONTRACTOR Sunil Hitech Engineers Ltd. - RCM Infrastructure ltd. (JV)
COMPRESSIVE STRENGTH OF CONCRETE CUBES
(As per IS: 516-1959)
Location QC Lab @ Base camp Date of Casting 17.11.2017
Structure Concrete Mix Design Date of Testing 15.12.2017
Grade of Concrete M40 RCC W/C Ratio 0.34
Brand of Cement ACC OPC 43 Grade Cement Content 415
Admixture Name
Admixture
Apple Chemie (Visco flux-2202) Age of Cubes 28 Days
(By Weight of
Cement)
0.95%
Weight of Cube Density of Cube Strength of Average Cube
SL. No. Load (KN)
(gms) (gm/cc) Cube (N/mm2) Strength (N/mm2)
1 8699 2.577 1220 54.22
2 8715 2.582 1241 55.16 54.62
3 8715 2.582 1226 54.49
4 8756 2.594 1236 54.93
5 8749 2.592 1245 55.33 55.23
6 8778 2.601 1247 55.42
7 8745 2.591 1236 54.93
8 8762 2.596 1244 55.29 55.05
9 8749 2.592 1236 54.93
10 8726 2.585 1247 55.42
11 8759 2.595 1242 55.20 55.23
12 8759 2.595 1239 55.07
13 8766 2.597 1244 55.29
14 8768 2.598 1220 54.22 54.86
15 8759 2.595 1239 55.07
16 8762 2.596 1236 54.93
17 8777 2.601 1245 55.33 55.26
18 8763 2.596 1249 55.51
Average Compressive Strength (N/mm 2) 55.04
Remarks :-………………………………………………………………………………………………………..
EPC Contractor Representative Authority Engineer Representative
