Client Name Trial MixProject NathaniRef No- QA/QC /DESIGN/04
Mix Data:- Source
Grade Of Concrete M80Sp.Gr Of Cement 53 Gr UTCL 3.15 - -Sp.Gr Of Fine Aggregate- I Vaitarna 2.75 2.68 -2.00Sp.Gr Of Fine Aggregate -II Turbhe 2.68 4.20 -Sp.Gr Of Coarse Aggreagate -I Turbhe 2.80 2.00 -Sp.Gr Of Coarse Aggregate -II Turbhe 2.81 1.75 -Sp.Gr Of Fly Ash Dirk 2.25 -Sp.Gr Of Microsilica (Silica fume) Corniche 2.22 -Sp.Gr Of G.G.B.S - 0 -Sp.Gr.Of Admixture I Basf/glenium (suretec) 1.2Sp.Gr.Of Admixture II - -Sp.Gr.Of Water Local 1.0
Design StipulationsCharecteristic strength 80Standard Deviation 6Value of 'T' 1.65Workability 75-100Exposure Condition MILDMSA 20Water Content 162
W/C Ratio (Cementitious ) 0.25Air Content 0.0% 0Admix I 1.5%Admix II 0.0%
Cementitious Content 648 648 0.25Cement Content 80% 518 518 3.15Fly Ash Content 10% 65 65 2.25Microsilica Content 10% 65 65 2.22G.G.B.S Content 0% 0 0 0
Water Absorptio
nMoisture Content
648Total Cementitious Content 648Total Fines (300 Micron Passing) 679
Enter the data in the shaded area only :-
[A] Sieve Analysis Readings(Wts of Retained in Gms.)IS Sieve@Type Crushed Crushed Crushed Uncrushed40mm 0 0 0 025mm 0 0 0 0
20mm 726 0 0 012.5mm 4216 0 010mm 58 884 0 254.75mm 0 4022 36 2722.36mm 0 94 274 1921.18mm 0 0 252 2180.6mm 0 0 92 1080.3mm 0 0 118 1300.15mm 0 0 88 420.075 mm 0 0 42 16Pan 0 0 98 22
0.8 2.520.1 0.2250.1 0.222
0 0
CA II - 20mm
CAI - 10mm
Crushed sand
Crushed Sand
2.97
Please enter wts. retained on various sieves from sieve analyses.IS Sieve@Type Crushed Crushed Crushed Uncrushed40mm 0 0 0 0 0.0025mm 0 0 0 0 0.00
20mm 726 0 0 0 14.5212.5mm 4216 0 0 0 84.3210mm 58 884 0 25 1.164.75mm 0 4022 36 272 0.002.36mm 0 94 274 192 0.001.18mm 0 0 252 218 0.000.6mm 0 0 92 108 0.000.3mm 0 0 118 130 0.000.15mm 0 0 88 42 0.000.075 mm 0 0 42 16 0.00Pan 0 0 98 22 0.00
5000 5000 1000 1025 100
CA II - 20mm
CAI - 10mm
Crushed sand
Crushed Sand
CA II - 20mm
0.00 0.00 0.00 100.00 100.00 100.00 100.00 0.000.00 0.00 0.00 100.00 100.00 100.00 100.00 0.00
0.00 0.00 0.00 85.48 100.00 100.00 100.00 14.520.00 0.00 0.00 1.16 100.00 100.00 100.00 98.84
17.68 0.00 2.44 0.00 82.32 100.00 97.56 100.0080.44 3.60 26.54 0.00 1.88 96.40 71.02 100.00
1.88 27.40 18.73 0.00 0.00 69.00 52.29 100.000.00 25.20 21.27 0.00 0.00 43.80 31.02 100.000.00 9.20 10.54 0.00 0.00 34.60 20.49 100.000.00 11.80 12.68 0.00 0.00 22.80 7.80 100.000.00 8.80 4.10 0.00 0.00 14.00 3.71 100.000.00 4.20 1.56 0.00 0.00 9.80 2.15 100.000.00 9.80 2.15 0.00 0.00 0.00 0.00
100 100 100 8.13
CAI - 10mm
Crushed sand
Crushed Sand
CA II - 20mm
CAI - 10mm
Crushed sand
Crushed Sand
CA II - 20mm
0.00 0.00 0.000.00 0.00 0.00
0.00 0.00 0.000.00 0.00 0.00
17.68 0.00 2.4498.12 3.60 28.98
100.00 31.00 47.71100.00 56.20 68.98100.00 65.40 79.51100.00 77.20 92.20100.00 86.00 96.29100.00 90.20 97.85
6.16 3.19 4.16
CAI - 10mm
Crushed sand
Crushed Sand
CONCRETE MIX DESIGN REPORTReference QA/QC /DESIGN/04 Date: 2/26/2016Client: Trial MixProject Nathani
Combined Grading As Per IS:383 & ASTM C33 Limits
FA- I FA- II CA-I CA-II As per IS:383 As Per ASTM Limits
%Min. Max. Min. Max.100 0.0 41.0 59.0 0.0
Percentage of passing40mm 100.00 100.00 100.00 100.00 100 100 100 100 10025mm 100.00 100.00 100.00 100.00 100 - - 100 10020mm 100.00 100.00 100.00 85.48 100 95 100 92 10012.5mm 100.00 100.00 100.00 1.16 100 - - 65 8810mm 100.00 97.56 82.32 0.00 89 - - 55 804.75mm 96.40 71.02 1.88 0.00 30 30 50 35 552.36mm 69.00 52.29 0.00 0.00 21 - - 23 401.18mm 43.80 31.02 0.00 0.00 13 - - 16 300.6mm 34.60 20.49 0.00 0.00 8 10 35 10 200.3mm 22.80 7.80 0.00 0.00 3 - - 4 120.15mm 14.00 3.71 0.00 0.00 2 0 6 0 60.075mm 9.80 2.15 0.00 0.00 1 - -
Sieve Size Combine
Gradation
0.1 1 10 1000
20
40
60
80
100
Combined grading Curve (FA:CA) as per ASTM C33
minimium actual maximumSieve size, mm
Perc
ent P
assi
ng
0.10 1.00 10.00 100.000
20
40
60
80
100
Combined grading Curve (FA:CA) as per IS:383
minimum maximum ac tualSieve Size,m m
Perc
ent P
assi
ng
CONCRETE MIX DESIGN REPORTReference QA/QC /DESIGN/04 Date 2/26/2016
Client: Trial MixProject Nathani
Grade Of Concrete :-A] fm = fck + t x s
fm = 80 + 1.65 X 6 = 89.9 N/mm2Adopting w/c = 0.25
1] WATER = 648 X 0.25 = 162 Kg
2) Cement = 518 Kg
3) Fly Ash = 65 Kg
4) 65 Kg
5) G.G.B.S = 0 Kg
Mix Calculations:-Calculations for the Mix Design ( As per IS:10262)1. V = {W+(C/Sc) + 1/p*Fa/Sfa} * 1/1000. &2. V = {W+(C/Sc) + (1/1-p) * (Ca/Sca)} * 1/1000.
Where, V = absolute volume of fresh concrete, which is equal to gross volume (m3)minus entrapped air. W = Mass of water (Kg) per m3 of Concrete. C = Mass of cement (Kg) per m3 of concrete. Sc = Specific gravity of cement. P = Ratio of fine aggregate to total aggregate by absolute volume. Fa, Ca = Total masses of fine aggregate & Coarse aggregates (kg) per m3 of cocnrete respectively Sfa, Sca = Specific gravitities of saturated surface dry of fine aggregate & coarse aggregates (kg)
per m3 of concrete respectively.
2] F.A.I 1000 = 162 + 648 + FA-I2.97 0 2.75i.e. FA-I = 0 kg
3] F.A.2 1000 = 162 + 648 + FA-II2.97 41 2.68i.e. FA-II = 681 kg
4] C.A.-I 1000 = 162 + 648 + CA-I2.97 59 2.80i.e. CA-I = 1024 kg
5] C.A.-II 1000 = 162 + 648 + CA-II2.97 0 2.81i.e. CA-II = 0 kg
Microsilica =
Summary:-
Mix In S.S.D ConditionCorrection E.M.C Batch Qty.
CONTENTCement 518 518 19.18Fly Ash 65 65 2.40
Microsilica 65 65 2.40G.G.B.S 0 0 0.00
Natural Sand 0 -3.5 0.00 0.00 0.00Crushed Sand 681 5.5 37.44 643.37 25.19CA-II (20mm) 0 0 0.00 0.00 0.00CA-I (10mm) 1024 2.1 21.50 1002.08 37.87Free Water 162 58.94 220.94 5.99
Admix -I 9.72 9.72 0.360Admix -II 0.00 0 0.00
Note:- Water Absorption (+)Moisture Content (-)
Observations:-
a) Workability of concrete in terms of slump, Initial Slump Collapse
After 30 Mins. CollapseAfter 60 Mins. 180mmAfter 90 Mins. 160mm
After 120 Mins. 135mmAfter 150 Mins. 120mmAfter 180 Mins. 80mmAfter 210 Mins. -After 240 Mins. -
b) Compressive strength, N/mm23 days - - - #VALUE!
Avg.7 days 26.53 29.51 21.6 25.8828 days 0
Corrected Qty.For 1M3
CONCRETE MIX DESIGN REPORTReference QA/QC /DESIGN/04 Date: 2/26/2016Client Trial MixProject Nathani
Design Stipulation Code RefferedGrade of concrete M80
805.0 As Per IS:456:2000
Value Of 't' 1.65 As Per IS:456:200088
Workability in tems of slump, in mm 75-100Exposure Condition MILD As Per IS:456:2000Minimum cement content, Kg/Cum 360Maximum water binder ratio 0.4Nominal maximum size of aggregate, mm 20
Data on ingredients:- Source Sp.Gr
Cement 53 Gr UTCL 3.15 518Blending Material I, ggbs - 0.00 0Blending Material II, Flyash Dirk 2.25 65Blending Material III, Silicafume Corniche 2.22 65Fine aggregates, Natural Vaitarna 2.75 2.68 0Fine aggregates, Crushed Turbhe 2.68 4.20 681Coarse Aggregates I Turbhe 2.80 2.00 1024Coarse Aggregates II Turbhe 2.81 1.75 0Water Local 1.0 162Admixture, I , Basf/glenium (suretec)1.20 10Admixture, II , - - 0
Particle size distribution of fine and coarse aggregatesRatio 0 41 59 0
FA I FA II CAI CAIIPercent Passing
40mm 100 100 100 10025 100 100 100 10020 100 100 100 8512.5 100 100 100 110 100 98 82 04.75 96 71 2 02.36 69 52 0 01.18 44 31 0 00.6 35 20 0 00.3 23 8 0 00.15 14 4 0 0
F.M 3.19 4.16
Characteristic strength at 28 days, N/mm2Standard deviation, N/mm2
Target mean strength, at 28 dyas, N/mm2
Water absorption,
%Mix design Qty,
Kg/Cum
IS sieve size, mm
0.10 1.00 10.00 100.000
20
40
60
80
100
Combined grading Curve (FA:CA) as per IS:383
minimum maximum actualSieve Size,mm
Perc
ent P
assi
ng
CONCRETE MIX DESIGN REPORT2/26/2016
Trial MixNathani
Code Reffered
As Per IS:456:2000As Per IS:456:2000
As Per IS:456:2000
5180
65650
6811024
0162100
Particle size distribution of fine and coarse aggregates
Mix design Qty, Kg/Cum
0.10 1.00 10.00 100.000
20
40
60
80
100
Combined grading Curve (FA:CA) as per IS:383
minimum maximum actualSieve Size,mm
Perc
ent P
assi
ng
Prepared by QA/QC Dept 02/26/2016 Page 17
CONCRETE MIX DESIGN REPORTReference QA/QC /DESIGN/04 Date 2/26/2016Client Trial MixProject Nathani
GRADATION OF AGGREGATESIS Sieve
Single-sized Single-sized Zone I Zone IIType Crushed Crushed Crushed Uncrushed
Percentage Passing I.S.Sieve40mm 100.0 100 100.0 100 100.0 100 100.0 10025mm 100.0 100 100.0 100 100.0 100 100.0 10020mm 85.5 85 - 100 100.0 100 100.0 100 100.0 10012.5mm 1.2 - 100.0 - 100.0 100 100.0 10010mm 0.0 0 - 20 82.3 85 - 100 100.0 100 97.6 1004.75mm 0.0 0 - 5 1.9 0 - 20 96.4 90 - 100 71.0 90 - 1002.36mm 0.0 0.0 0 - 5 69.0 60 - 95 52.3 75 - 1001.18mm 0.0 0.0 43.8 30 - 70 31.0 55 - 900.6mm 0.0 0.0 34.6 15 - 34 20.5 35 - 590.3mm 0.0 0.0 22.8 5 - 20 7.8 8 - 300.15mm 0.0 0.0 14.0 0 - 10 3.7 0 - 100.075 mm 0.0 0.0 9.8 2.1
F. M. 8.13 6.16 3.19 4.16Other test results
Specific Gravity 2.81 2.8 2.75 2.68Water Absorption 1.75 2.00 2.68 4.2Silt Content Silt By WT. --- --- 0 3.0 % By WT 0Crushing Value --- --- --- For Uncrushed ---Impact Value - - 15% for Flakiness Index - - Crushed agg.Elongation Index - -
Verified by :
CA II - 20mm
IS:383 specificatio
n
CAI - 10mm
IS:383 specificatio
n
Crushed sand
IS:383 specificatio
n
Crushed Sand
IS:383 specifica
tion
40mm 25mm 20mm 12.5mm 10mm 4.75mm 2.36mm 1.18mm 0.6mm 0.3mm 0.15mm 0.075 mm0.0
20.0
40.0
60.0
80.0
100.0
Sieve Analysis report
CA II-20 mm
CA I -10 mm
River Sand
Crushed Sand
CONCRETE MIX DESIGN REPORTReference QA/QC /DESIGN/04 Date:Client Trial MixProject Nathani
Sieve analysis and combined grading of aggregates0 41 59 0
Upper limit Lower limitFA I FA II CAI CAII
40 100.00 100.00 100.00 100.00 100 10025 100.00 100.00 100.00 100.00 100 10020 100.00 100.00 100.00 85.48 100 92
12.5 100.00 100.00 100.00 1.16 88 6510 100.00 97.56 82.32 0.00 80 55
4.75 96.40 71.02 1.88 0.00 55 352.36 69.00 52.29 0.00 0.00 40 231.18 43.80 31.02 0.00 0.00 30 160.6 34.60 20.49 0.00 0.00 20 100.3 22.80 7.80 0.00 0.00 12 4
0.15 14.00 3.71 0.00 0.00 6 0Mix Proportion in S.S.D Condition
Ingredients Ratio
Cement 518 1.00 80%Blending Material I, Fly Ash 65 0.13 10%Blending Material II, Silica Fume 65 0.13 10%Blending Material III, G.G.B.S 0 0.00 0%Fine aggregates, Natural 0 0.00 0.0 39.94Fine aggregates, Crushed 681 1.31 41.0Coarse Aggregates II 0 0.00 59.0 60.06Coarse Aggregates I 1024 1.97 0.0Water 162 0.25Admixture, I , 9.72Admixture, II , 0Density of fresh concrete 2524 Kg/CumWater to Cement Ratio 0.313Water to Binder Ratio 0.25Aggregate Binder ratio by weight 2.63
Blending, %
Sieve size, mm
Qty, Kg/m3 Ratio by weight% of
NS:CS:CAI:CAII
0.1 1 10 1000
20
40
60
80
100Combined gradation curve as per ASTM C33
Upper limits Lower Limits ActualsSieve size, mm
Perc
ent
pass
ing
CONCRETE MIX DESIGN REPORT2/26/2016
Trial MixNathani
Sieve analysis and combined grading of aggregates
Actual
10010010010089302113832
Mix Proportion in S.S.D Condition
% Individual
01000
100
0.3130.252.63
0.1 1 10 1000
20
40
60
80
100Combined gradation curve as per ASTM C33
Upper limits Lower Limits ActualsSieve size, mm
Perc
ent
pass
ing
M-95
C 537F 88M 49FA1 676FA2CA1 1041CA2W 167AD (PC) 3.7AD (VMA) 1
Data EntryCombined CA-FACalculationsSummary-ISieve Analysis ReportSummary-IISheet1