M80 Mix Design Report

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

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


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


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

Documents

M80 Mix Design Report