sieve analysis of 40mm aggregate for concrete

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SIEVE ANALYSIS OF 40 mm AGGREGATE for CONCRETE V. VENKATA NARAYANA, DEPUTY EXECUTIVE ENGINEER, ROADS & BUILDINGS DEPT, vvnhighways.blogspot.in, [email protected], 9440818440, 07799139399

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Page 1: Sieve Analysis of 40mm Aggregate For Concrete

SIEVE ANALYSIS OF

40 mm AGGREGATE

for CONCRETE

V. VENKATA NARAYANA,DEPUTY EXECUTIVE ENGINEER,

ROADS & BUILDINGS DEPT,

vvnhighways.blogspot.in,

[email protected],

9440818440, 07799139399

Page 2: Sieve Analysis of 40mm Aggregate For Concrete

SIEVE ANALYSIS OF 40 mm

AGGREGATE for CONCRETE

V. VENKATA NARAYANA,DEPUTY EXECUTIVE ENGINEER,

ROADS & BUILDINGS DEPT,

vvnhighways.blogspot.in,

[email protected],

9440818440, 07799139399

Page 3: Sieve Analysis of 40mm Aggregate For Concrete

DEFINITIONS

� SIEVE ANALYSIS

�Determination of the proportions of particle lying within

certain size ranges in a granular material by separation on

sieves of different size openings. It is intended to assist in

assessing the quality of aggregates.

� MAXIMUM SIZE OF AGGREGATE

� It is defined as the smallest sieve size

that requires 100% passing.

� NOMINAL MAXIMUM SIZE OF AGGREGATE

� It is defined as one sieve size smaller

than the maximum aggregate size.

�Or one size larger than the first sieve

that retains more than 10% aggregatevvnhighways.blogspot.in

Page 4: Sieve Analysis of 40mm Aggregate For Concrete

DEFINITIONS

� SAMPLE

�A representative part taken from a quantity of material.

� It will show the true nature and condition of the materials

which they represent (Lot).

� It will help in the proper and objective evaluation of the

quality of MATERIAL.

� AGGREGATE

�Crushed stone, crushed boulders, gravel, sand, industrial

by-products or such other inert material.

� FINE AGGREGATE

�Aggregates most of which pass through 4.75 mm IS Sieve

vvnhighways.blogspot.in

Page 5: Sieve Analysis of 40mm Aggregate For Concrete

DEFINITIONS

� COARSE AGGREGATES

�Aggregates most of which are retained

on 4.75 mm IS Sieve.

� ALL-IN AGGREGATES

�Material composed of fine aggregates

and coarse aggregates.

FINE

AGGREGATE

< 4.75 mm

4.75 mm

COARSE

AGGREGATE

> 4.75 mm

ALL

-IN

A

GG

RE

GA

TE

� LOT

�The quantity of aggregates of the same class, nominal

size, source and offered for inspection at one time.

�The lot may consist of the whole or a part of the quantity

ordered for.vvnhighways.blogspot.in

Page 6: Sieve Analysis of 40mm Aggregate For Concrete

DEFINITIONS

� SUB-LOT

�The quantity of aggregates in each of the parts into

which a lot is divided for the purpose of sampling.

�As far as possible sub-lots should be of equal size.

� INCREMENT

�The quantity of aggregates obtained by a sampling device

at one time.

� UNIT SAMPLE

�The quantity of aggregates collected

�at one point in sectional -sampling or

�at one time from the conveyor.

vvnhighways.blogspot.in

Page 7: Sieve Analysis of 40mm Aggregate For Concrete

DEFINITIONS

� SCOOP (SAMPLING DEVICE)

�A sampling device used to obtain aggregate.

� It is used to obtain aggregate in regular intervals of

suitable weights in 10 increments.

vvnhighways.blogspot.in

Page 8: Sieve Analysis of 40mm Aggregate For Concrete

DEFINITIONS

� GROSS SAMPLE (Field Sample)

� Sample as collected from a sub-lot, that is, the quantity

of aggregates consisting of one Or several increments or

unit.

� A representative gross sample shall be drawn from each of the sub-lots

and shall be kept separately.

� There will be as many gross samples as the number of sub-lots into which

the lot has been divided.

� The weight of the gross sample shall depend on the maximum nominal

size of aggregates.

� THE WEIGHT OF GROSS SAMPLE FOR 40 MM maximum nominal

size of aggregates is 80 kg.

� Gross sample is obtained at least in 10 increments of not less than 1 kg,

and shall be taken with the help of a suitable SCOOP at regular intervals.

vvnhighways.blogspot.in

Page 9: Sieve Analysis of 40mm Aggregate For Concrete

DEFINITIONS

� LABORATORY SAMPLE (Test Sample).

�The quantity of aggregates obtained by reducing a gross

sample following a specified procedure and intended for

laboratory testing.

� COMPOSITE SAMPLE ( FOR THE LOT )

�The quantity of aggregates obtained by mixing together

equal quantities from each of the laboratory samples.

� DIVISION of LOTS in to SUB-LOTS

LOT STZE ( in cum.) No. OF SB-LOTS

� 101 to 500 3

� 501 to 1500 5

� I 501 to 5000 7

vvnhighways.blogspot.in

Page 10: Sieve Analysis of 40mm Aggregate For Concrete

SAMPLING

� PURPOSE OF SAMPLING

� SAMPLING FOR PRELIMINARY INVESTIGATION OF

SOURCE OF SUPPLY.

� SAMPLING FOR INSPECTION OF SHIPMENT OF

MATERIALS.

� SAMPLING OF MATERIALS ON THE SITE OF WORK

IMPORTANT

The samples shall be selected and examined

from EACH LOT separately.

vvnhighways.blogspot.in

Page 11: Sieve Analysis of 40mm Aggregate For Concrete

SAMPLING OF MATERIALS ON THE SITE OF WORK

� Segregation occurs when material is stacked, with coarser

particles rolling to the outside face of the pile. Hence it is

very difficult to ensure unbiased samples.

� In sampling stock piles of the aggregates, the outer layer

which may have become segregated, should be removed

and the sample taken from the material beneath.

� Samples from STOCK PILES should be made up of the

required number of increments taken equally

i. from top third,

ii. at the mid point and

iii. at the bottom third of the VOLUME of the pile.

vvnhighways.blogspot.in

Page 12: Sieve Analysis of 40mm Aggregate For Concrete

SAMPLING OF MATERIALS ON THE SITE OF WORK

SAMPLES FROM STOCK PILES

TOP 1/3 VOLUME

BOTTOM 1/3 VOLUME

MIDDLE 1/3 VOLUME

4 or MORE INCRIMENTS

4 or MORE INCRIMENTS

4 or MORE INCRIMENTS

vvnhighways.blogspot.in

Page 13: Sieve Analysis of 40mm Aggregate For Concrete

SAMPLING OF MATERIALS ON THE SITE OF WORK

� A board put vertically into the pile just above the sampling

point helps in preventing further segregation.

� A representative gross sample shall be drawn from each

of the sub-lots.

� Sampling of aggregates from stacks shall be carried out

during the making ( or breaking ) of the stack.

� A minimum of ten increments shall be taken from a sub-

lot for making up a GROSS SAMPLE. Accordingly the

weight of each increment decided.

vvnhighways.blogspot.in

Page 14: Sieve Analysis of 40mm Aggregate For Concrete

TRENCH SAMPLING METHOD

�This method is applicable for stacks up to a

maximum height of 1.5 m only.

�Along a randomly chosen line on the aggregates

surface of the sub-lot, a trench shall be dug right

down to the ground level.

TRENCH

vvnhighways.blogspot.in

Page 15: Sieve Analysis of 40mm Aggregate For Concrete

TRENCH SAMPLING METHOD

�From the trenches so dug, the required number of

increments shall be collected with the help of a

suitable sampling scoop at various points

randomly spread over the two exposed sides of

the trenches.

� In case of large stacks, in addition to the trench,

the sides of the piles may also be opened to

expose the aggregates down to the bottom at

places where the trench does not expose the

aggregates inside.

vvnhighways.blogspot.in

Page 16: Sieve Analysis of 40mm Aggregate For Concrete

REDUCTION OF GROSS SAMPLE

�Each gross sample (Field Sample) shall be reduced

separately to obtain LABORATORY SAMPLE (Test

Sample).

�The process of (i) mixing and (ii) reduction of each

gross sample shall be repeated until the material

required for each test specification.

�Minimum weight of sampling for sieve analysis of

40 mm aggregate is 50 kg.

� REDUCTION OF GROSS SAMPLE in TWO methods.

� REDUCTION BY RIFFLE DIVIDER.

� CONING AND QUARTERING METHOD

vvnhighways.blogspot.in

Page 17: Sieve Analysis of 40mm Aggregate For Concrete

REDUCTION OF GROSS SAMPLE

�REDUCTION BY

RIFFLE DIVIDER.

�The aggregates shall

be well mixed and

poured into the

riffle.

�This process shall be

repeated using

different size riffles

according to the

size of the

aggregates.

vvnhighways.blogspot.in

Page 18: Sieve Analysis of 40mm Aggregate For Concrete

CONING & QUARTERING

i. Place the field sample on a hard, clean level surface.

ii. Mix the material thoroughly.

iii. Shovel the entire sample into a CONICAL PILE.

iv. Carefully FLATTEN THE CONICAL to a uniform thickness and

diameter by pressing down the apex with a shovel.

v. The diameter should be approximately four to eight times

the thickness.

vi. Divide the flattened mass into FOUR EQUAL QUARTERS.

vii. REMOVE TWO DIAGONALLY OPPOSITE QUARTERS. Brush

the cleared spaces clean.

viii. REPEAT, Mix and quarter the remaining materials until the

sample is reduced to the desired size

vvnhighways.blogspot.in

Page 19: Sieve Analysis of 40mm Aggregate For Concrete

.

CONING & QUARTERING

[1] ORIGINAL SAMPLE

IN A CONICAL HEAP

[2] FLATTENED HEAP

[3] QUARTERED HEAP

[4] TWO OPPOSITE QUARTERES

REPEAT

vvnhighways.blogspot.in

Page 20: Sieve Analysis of 40mm Aggregate For Concrete

PACKING AND MARKING OF SAMPLES

� Each sample shall be packed separately and

dispatched to the testing laboratory, great care being

taken in packing to prevent the loss of any fine

material.

� Coarse aggregates shall be packed in secure

containers or sample bags.

� Each package shall include a card, giving the following

information each sample:

i. Name of the quarry, pit, river-bed, etc., and address;

ii. Proposed use for the material; and

iii. Geographic location, and shipping facilities.

vvnhighways.blogspot.in

Page 21: Sieve Analysis of 40mm Aggregate For Concrete

SIEVE ANALYSIS

This method covers the procedure for the

determination of particle size distribution of 40 mm

aggregates for concrete by sieving or screening.

APPARATUS

� SIEVES :: ( 30 cm or 45 cm dia. size Sieves)

Sieves of the sizes 63mm, 40mm, 20mm, 10mm, 4.75mm

� BALANCE ::

The balance shall be such that it is readable and

accurate to 0.1 percent of the weight of the test sample.

� SAMPLE ::

The weight of sample for 40mm aggregate shall be not

less than 50 kg.

vvnhighways.blogspot.in

Page 22: Sieve Analysis of 40mm Aggregate For Concrete

SIEVE ANALYSIS

GRADING of AGGREGATE OF

40 mm Nominal Size

IS SIEVE SIZE PERCENTAGE OF PASSING

63 mm 100

40 mm 95-100

20 mm 30-70

10 mm 10-35

4.75 mm 0-5

vvnhighways.blogspot.in

Page 23: Sieve Analysis of 40mm Aggregate For Concrete

IS SIEVES

IS SIEVE 60 mm IS SIEVE 40 mm

IS SIEVE 20 mm

vvnhighways.blogspot.in

Page 24: Sieve Analysis of 40mm Aggregate For Concrete

IS SIEVES

IS SIEVE 10 mm IS SIEVE 4.75 mm

PAN

vvnhighways.blogspot.in

Page 25: Sieve Analysis of 40mm Aggregate For Concrete

SIEVE ANALYSIS

TEST PROCEDURE

� The sample shall be brought to an air-dry condition

before weighing and sieving.

� This may be achieved either by drying at room

temperature or by heating at a temperature of 1000 to

110°.

� The air-dry sample shall be weighed and sieved

successively on the

� 63mm,

� 40mm,

� 20mm,

� 10mm and

� 4.75mm

sieves starting with the largest.vvnhighways.blogspot.in

Page 26: Sieve Analysis of 40mm Aggregate For Concrete

ARRANGEMENT

OF SIEVES

1. 63 mm,

2. 40 mm,

3. 20 mm,

4. 10 mm

5. 4.75 mm &

6. PAN

vvnhighways.blogspot.in

Page 27: Sieve Analysis of 40mm Aggregate For Concrete

SIEVE ANALYSIS

TEST PROCEDURE

� Each sieve shall be shaken separately over a clean tray

until not more than a trace passes, but in any case for a

period of not less than two minutes.

� The shaking shall be done with a varied motion,

� backwards and forwards,

� left to right,

� circular clockwise and anti-clockwise,

� and with frequent jarring,

so that the material is kept moving over the sieve surface in

frequently changing directions

vvnhighways.blogspot.in

Page 28: Sieve Analysis of 40mm Aggregate For Concrete

SIEVE ANALYSIS

TEST PROCEDURE

� Material shall not be forced through the sieve by hand

pressure,

� But on sieves coarser than 20 mm, placing of particles is

permitted.

� On completion of sieving, the material retained on each

sieve, together with any material cleaned from the mesh,

shall be weighed.

� The amount of aggregate placed on each sieve shall be

such that the weight of the aggregate retained on the

sieve at completion of the operation is not greater than

the value given below

vvnhighways.blogspot.in

Page 29: Sieve Analysis of 40mm Aggregate For Concrete

SIEVE ANALYSIS

MAXIMUM WEIGHT TO BE RETAINED AT THE

COMPLETION OF SIEVING

IS Sieve in mmMaximum Weight in kg for

45 cm dia sieve 30 cm dia sieve

50 mm 10.0 4.50

40 mm 8.0 3.50

20 mm 4.0 2.0

10 mm 2.0 1.0

4.75 mm 1.0 0.5

vvnhighways.blogspot.in

Page 30: Sieve Analysis of 40mm Aggregate For Concrete

SIEVE ANALYSIS

MINIMUM WEIGHT OF SAMPLE FOR

SIEVE ANALYSIS

MAXIMUM SIZE PRESENT IN

SUBSTANTIAL PROPORTIONS

MINIMUM WEIGHT OF

SAMPLE TO BE TAKEN FOR

SIEVING

50 mm 35 kg

40 mm 15 kg

Sample weights given above will thus normally

require several operations on each sieve.

vvnhighways.blogspot.in

Page 31: Sieve Analysis of 40mm Aggregate For Concrete

SIEVE ANALYSIS

REPORTING THE RESULTS

�The results shall be calculated and reported as:

�The cumulative percentage by weight of the

total sample passing each of the sieves, to the

nearest whole number or

�The percentage by weight of the total sample

passing one sieve and retained on the next

smaller sieve, to the nearest 0.1 percent.

vvnhighways.blogspot.in

Page 32: Sieve Analysis of 40mm Aggregate For Concrete

SIEVE ANALYSIS

GRAPHICAL METHOD OF RECORDING RESULTS

�The results of sieve analysis may be recorded

graphically on the chart (semi-log) for recording

sieve analysis shown in Fig.

vvnhighways.blogspot.in

Page 33: Sieve Analysis of 40mm Aggregate For Concrete

REFERENCES

� IS 383 :: Indian Standard SPECIFICATION FOR COARSE

AND FINE AGGREGATES FROM NATURAL SOURCES FOR

CONCRETE .

� IS 2386-1 (1963): Indian Standard Methods of Test for

Aggregates for Concrete, Part I: Particle Size and Shape

[CED 2: Cement and Concrete].

� Is 2430 :: Indian Standard METHODS FOR SAMPLING OF

AGGREGATES FOR CONCRETE.

� Introductory STATISTICS --- Neil A. Weiss, Ph.D.

� M.S office and power point.

� Some sites on Net.

vvnhighways.blogspot.in

Page 34: Sieve Analysis of 40mm Aggregate For Concrete

52748 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100

2 40.00 1661 3.1 3.1 96.9 95 -100

3 20.00 28532 54.1 57.2 42.8 30 - 70

4 10.00 11665 22.1 79.4 20.6 10 - 35

5 4.75 9483 18.0 97.3 2.7 0 - 5

6 Pan 1407 2.7 100.0 0.0

NIL NIL

52014 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f

weig

ht

reta

ined

(

% )

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24182 46.5 46.5 53.5 30 - 70

4 10.00 16833 32.4 78.9 21.1 10 - 35

5 4.75 8443 16.2 95.1 4.9 0 - 5

6 Pan 2556 4.9 100.0 0.0

NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample

Over Size = Under Size =

SEMI-LOG CHART FOR RECORDING SIEVE ANALYSIS RESULTS

SEMI-LOG CHART FOR RECORDING SIEVE ANALYSIS RESULTS

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample

Over Size = Under Size =

0

20

40

60

80

100

120

1.00 10.00 100.00

Cu

mu

lati

ve

% P

ass

ing

IS Sieve Size (mm)

UPPER LIMIT CURRENT VALUES LOWER LIMIT

0

20

40

60

80

100

120

1.00 10.00 100.00

Cu

mu

lati

ve

% P

ass

ing

IS Sieve Size (mm)

UPPER LIMIT CURRENT VALUES LOWER LIMIT

VVN vvnhighways.blogspot.in

Page 35: Sieve Analysis of 40mm Aggregate For Concrete

51638 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100

2 40.00 2317 4.5 4.5 95.5 95 -100

3 20.00 28554 55.3 59.8 40.2 30 - 70

4 10.00 12435 24.1 83.9 16.1 10 - 35

5 4.75 7244 14.0 97.9 2.1 0 - 5

6 Pan 1088 2.1 100.0 0.0

NIL NIL

55484 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f

weig

ht

reta

ined

(

% )

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100

2 40.00 2748 5.0 5.0 95.0 95 -100

3 20.00 18916 34.1 39.0 61.0 30 - 70

4 10.00 25192 45.4 84.4 15.6 10 - 35

5 4.75 6684 12.0 96.5 3.5 0 - 5

6 Pan 1944 3.5 100.0 0.0

NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SEMI-LOG CHART FOR RECORDING SIEVE ANALYSIS RESULTS

Weight of Sample

Over Size = Under Size =

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SEMI-LOG CHART FOR RECORDING SIEVE ANALYSIS RESULTS

Weight of Sample

Over Size = Under Size =

0

20

40

60

80

100

120

1.00 10.00 100.00

Cu

mu

lati

ve

% P

ass

ing

IS Sieve Size (mm)

UPPER LIMIT CURRENT VALUES LOWER LIMIT

0

20

40

60

80

100

120

1.00 10.00 100.00

Cu

mu

lati

ve

% P

ass

ing

IS Sieve Size (mm)

UPPER LIMIT CURRENT VALUES LOWER LIMIT

VVN vvnhighways.blogspot.in

Page 36: Sieve Analysis of 40mm Aggregate For Concrete

53509 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30578 57.1 57.1 42.9 30 - 70

4 10.00 11313 21.1 78.3 21.7 10 - 35

5 4.75 11440 21.4 99.7 0.3 0 - 5

6 Pan 178 0.3 100.0 0.0

NIL NIL

52904 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f

weig

ht

reta

ined

(

% )

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100

2 40.00 1712 3.2 3.2 96.8 95 -100

3 20.00 20128 38.0 41.3 58.7 30 - 70

4 10.00 21308 40.3 81.6 18.4 10 - 35

5 4.75 8632 16.3 97.9 2.1 0 - 5

6 Pan 1124 2.1 100.0 0.0

NIL NIL

SEMI-LOG CHART FOR RECORDING SIEVE ANALYSIS RESULTS

Weight of Sample

Over Size = Under Size =

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SEMI-LOG CHART FOR RECORDING SIEVE ANALYSIS RESULTS

Weight of Sample

Over Size = Under Size =

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

0

20

40

60

80

100

120

1.00 10.00 100.00

Cu

mu

lati

ve

% P

ass

ing

IS Sieve Size (mm)

UPPER LIMIT CURRENT VALUES LOWER LIMIT

0

20

40

60

80

100

120

1.00 10.00 100.00

Cu

mu

lati

ve

% P

ass

ing

IS Sieve Size (mm)

UPPER LIMIT CURRENT VALUES LOWER LIMIT

VVN vvnhighways.blogspot.in

Page 37: Sieve Analysis of 40mm Aggregate For Concrete

53147 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 21330 40.1 40.1 59.9 30 - 70

4 10.00 20912 39.3 79.5 20.5 10 - 35

5 4.75 10189 19.2 98.7 1.3 0 - 5

6 Pan 716 1.3 100.0 0.0

NIL NIL

51544 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f

weig

ht

reta

ined

(

% )

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100

2 40.00 2325 4.5 4.5 95.5 95 -100

3 20.00 27699 53.7 58.2 41.8 30 - 70

4 10.00 9999 19.4 77.6 22.4 10 - 35

5 4.75 9962 19.3 97.0 3.0 0 - 5

6 Pan 1559 3.0 100.0 0.0

NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SEMI-LOG CHART FOR RECORDING SIEVE ANALYSIS RESULTS

Weight of Sample

Over Size = Under Size =

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SEMI-LOG CHART FOR RECORDING SIEVE ANALYSIS RESULTS

Over Size = Under Size =

Weight of Sample

0

20

40

60

80

100

120

1.00 10.00 100.00

Cu

mu

lati

ve

% P

ass

ing

IS Sieve Size (mm)

UPPER LIMIT CURRENT VALUES LOWER LIMIT

0

20

40

60

80

100

120

1.00 10.00 100.00

Cu

mu

lati

ve

% P

ass

ing

IS Sieve Size (mm)

UPPER LIMIT CURRENT VALUES LOWER LIMIT

VVN vvnhighways.blogspot.in

Page 38: Sieve Analysis of 40mm Aggregate For Concrete

50548 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100

2 40.00 2368 4.7 4.7 95.3 95 -100

3 20.00 25182 49.8 54.5 45.5 30 - 70

4 10.00 10150 20.1 74.6 25.4 10 - 35

5 4.75 11440 22.6 97.2 2.8 0 - 5

6 Pan 1408 2.8 100.0 0.0

NIL NIL

54344 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f

weig

ht

reta

ined

(

% )

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 19829 36.5 36.5 63.5 30 - 70

4 10.00 22718 41.8 78.3 21.7 10 - 35

5 4.75 9646 17.7 96.0 4.0 0 - 5

6 Pan 2151 4.0 100.0 0.0

NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SEMI-LOG CHART FOR RECORDING SIEVE ANALYSIS RESULTS

Weight of Sample

Over Size = Under Size =

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SEMI-LOG CHART FOR RECORDING SIEVE ANALYSIS RESULTS

Weight of Sample

Over Size = Under Size =

0

20

40

60

80

100

120

1.00 10.00 100.00

Cu

mu

lati

ve

% P

ass

ing

IS Sieve Size (mm)

UPPER LIMIT CURRENT VALUES LOWER LIMIT

0

20

40

60

80

100

120

1.00 10.00 100.00

Cu

mu

lati

ve

% P

ass

ing

IS Sieve Size (mm)

UPPER LIMIT CURRENT VALUES LOWER LIMIT

VVN vvnhighways.blogspot.in

Page 39: Sieve Analysis of 40mm Aggregate For Concrete

50696 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100

2 40.00 2006 4.0 4.0 96.0 95 -100

3 20.00 21804 43.0 47.0 53.0 30 - 70

4 10.00 18932 37.3 84.3 15.7 10 - 35

5 4.75 7864 15.5 99.8 0.2 0 - 5

6 Pan 90 0.2 100.0 0.0

NIL NIL

53642 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f

weig

ht

reta

ined

(

% )

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100

2 40.00 2418 4.5 4.5 95.5 95 -100

3 20.00 25820 48.1 52.6 47.4 30 - 70

4 10.00 13716 25.6 78.2 21.8 10 - 35

5 4.75 9928 18.5 96.7 3.3 0 - 5

6 Pan 1760 3.3 100.0 0.0

NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SEMI-LOG CHART FOR RECORDING SIEVE ANALYSIS RESULTS

Weight of Sample

Over Size = Under Size =

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SEMI-LOG CHART FOR RECORDING SIEVE ANALYSIS RESULTS

Weight of Sample

Over Size = Under Size =

0

20

40

60

80

100

120

1.00 10.00 100.00

Cu

mu

lati

ve

% P

ass

ing

IS Sieve Size (mm)

UPPER LIMIT CURRENT VALUES LOWER LIMIT

0

20

40

60

80

100

120

1.00 10.00 100.00

Cu

mu

lati

ve

% P

ass

ing

IS Sieve Size (mm)

UPPER LIMIT CURRENT VALUES LOWER LIMIT

VVN vvnhighways.blogspot.in

Page 40: Sieve Analysis of 40mm Aggregate For Concrete

51643 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100

2 40.00 2045 4.0 4.0 96.0 95 -100

3 20.00 16786 32.5 36.5 63.5 30 - 70

4 10.00 17909 34.7 71.1 28.9 10 - 35

5 4.75 14117 27.3 98.5 1.5 0 - 5

6 Pan 786 1.5 100.0 0.0

NIL NIL

53295 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f

weig

ht

reta

ined

(

% )

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26031 48.8 48.8 51.2 30 - 70

4 10.00 16652 31.2 80.1 19.9 10 - 35

5 4.75 10105 19.0 99.0 1.0 0 - 5

6 Pan 507 1.0 100.0 0.0

NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SEMI-LOG CHART FOR RECORDING SIEVE ANALYSIS RESULTS

Weight of Sample

Over Size = Under Size =

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SEMI-LOG CHART FOR RECORDING SIEVE ANALYSIS RESULTS

Weight of Sample

Over Size = Under Size =

0

20

40

60

80

100

120

1.00 10.00 100.00

Cu

mu

lati

ve

% P

ass

ing

IS Sieve Size (mm)

UPPER LIMIT CURRENT VALUES LOWER LIMIT

0

20

40

60

80

100

120

1.00 10.00 100.00

Cu

mu

lati

ve

% P

ass

ing

IS Sieve Size (mm)

UPPER LIMIT CURRENT VALUES LOWER LIMIT

VVN vvnhighways.blogspot.in

Page 41: Sieve Analysis of 40mm Aggregate For Concrete

51069 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100

2 40.00 2270 4.4 4.4 95.6 95 -100

3 20.00 20819 40.8 45.2 54.8 30 - 70

4 10.00 15010 29.4 74.6 25.4 10 - 35

5 4.75 11846 23.2 97.8 2.2 0 - 5

6 Pan 1124 2.2 100.0 0.0

NIL NIL

51917 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f

weig

ht

reta

ined

(

% )

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100

2 40.00 2021 3.9 3.9 96.1 95 -100

3 20.00 20655 39.8 43.7 56.3 30 - 70

4 10.00 19538 37.6 81.3 18.7 10 - 35

5 4.75 7367 14.2 95.5 4.5 0 - 5

6 Pan 2336 4.5 100.0 0.0

NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SEMI-LOG CHART FOR RECORDING SIEVE ANALYSIS RESULTS

Weight of Sample

Over Size = Under Size =

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SEMI-LOG CHART FOR RECORDING SIEVE ANALYSIS RESULTS

Weight of Sample

Over Size = Under Size =

0

20

40

60

80

100

120

1.00 10.00 100.00

Cu

mu

lati

ve

% P

ass

ing

IS Sieve Size (mm)

UPPER LIMIT CURRENT VALUES LOWER LIMIT

0

20

40

60

80

100

120

1.00 10.00 100.00

Cu

mu

lati

ve

% P

ass

ing

IS Sieve Size (mm)

UPPER LIMIT CURRENT VALUES LOWER LIMIT

VVN vvnhighways.blogspot.in

Page 42: Sieve Analysis of 40mm Aggregate For Concrete

56538 gm 50451 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2097 3.7 3.7 96.3 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27681 49.0 52.7 47.3 30 - 70 3 20.00 26774 53.1 53.1 46.9 30 - 70

4 10.00 15895 28.1 80.8 19.2 10 - 35 4 10.00 13741 27.2 80.3 19.7 10 - 35

5 4.75 9040 16.0 96.8 3.2 0 - 5 5 4.75 8181 16.2 96.5 3.5 0 - 5

6 Pan 1825 3.2 100.0 0.0 6 Pan 1755 3.5 100.0 0.0

NIL NIL NIL NIL

55745 gm 56946 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1452 2.6 2.6 97.4 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 31935 57.3 59.9 40.1 30 - 70 3 20.00 32133 56.4 56.4 43.6 30 - 70

4 10.00 13584 24.4 84.3 15.7 10 - 35 4 10.00 15606 27.4 83.8 16.2 10 - 35

5 4.75 7333 13.2 97.4 2.6 0 - 5 5 4.75 7508 13.2 97.0 3.0 0 - 5

6 Pan 1441 2.6 100.0 0.0 6 Pan 1699 3.0 100.0 0.0

NIL NIL NIL NIL

52933 gm 50486 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1997 4.0 4.0 96.0 95 -100

3 20.00 28858 54.5 54.5 45.5 30 - 70 3 20.00 28282 56.0 60.0 40.0 30 - 70

4 10.00 14627 27.6 82.2 17.8 10 - 35 4 10.00 9524 18.9 78.8 21.2 10 - 35

5 4.75 7976 15.1 97.2 2.8 0 - 5 5 4.75 9222 18.3 97.1 2.9 0 - 5

6 Pan 1472 2.8 100.0 0.0 6 Pan 1461 2.9 100.0 0.0

NIL NIL NIL NIL

50852 gm 58740 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1710 3.4 3.4 96.6 95 -100 2 40.00 1847 3.1 3.1 96.9 95 -100

3 20.00 24548 48.3 51.6 48.4 30 - 70 3 20.00 28079 47.8 50.9 49.1 30 - 70

4 10.00 13987 27.5 79.1 20.9 10 - 35 4 10.00 16835 28.7 79.6 20.4 10 - 35

5 4.75 9090 17.9 97.0 3.0 0 - 5 5 4.75 10004 17.0 96.6 3.4 0 - 5

6 Pan 1517 3.0 100.0 0.0 6 Pan 1975 3.4 100.0 0.0

NIL NIL NIL NIL

56126 gm 58630 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1886 3.4 3.4 96.6 95 -100 2 40.00 1312 2.2 2.2 97.8 95 -100

3 20.00 28447 50.7 54.0 46.0 30 - 70 3 20.00 22578 38.5 40.7 59.3 30 - 70

4 10.00 13126 23.4 77.4 22.6 10 - 35 4 10.00 22479 38.3 79.1 20.9 10 - 35

5 4.75 11119 19.8 97.2 2.8 0 - 5 5 4.75 10390 17.7 96.8 3.2 0 - 5

6 Pan 1548 2.8 100.0 0.0 6 Pan 1871 3.2 100.0 0.0

NIL NIL NIL NIL

53186 gm 54117 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1274 2.4 2.4 97.6 95 -100 2 40.00 2000 3.7 3.7 96.3 95 -100

3 20.00 21516 40.5 42.8 57.2 30 - 70 3 20.00 25911 47.9 51.6 48.4 30 - 70

4 10.00 19655 37.0 79.8 20.2 10 - 35 4 10.00 19317 35.7 87.3 12.7 10 - 35

5 4.75 9363 17.6 97.4 2.6 0 - 5 5 4.75 5299 9.8 97.1 2.9 0 - 5

6 Pan 1378 2.6 100.0 0.0 6 Pan 1590 2.9 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 43: Sieve Analysis of 40mm Aggregate For Concrete

52391 gm 57228 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2348 4.1 4.1 95.9 95 -100

3 20.00 28290 54.0 54.0 46.0 30 - 70 3 20.00 29625 51.8 55.9 44.1 30 - 70

4 10.00 13099 25.0 79.0 21.0 10 - 35 4 10.00 12485 21.8 77.7 22.3 10 - 35

5 4.75 9215 17.6 96.6 3.4 0 - 5 5 4.75 10974 19.2 96.9 3.1 0 - 5

6 Pan 1787 3.4 100.0 0.0 6 Pan 1796 3.1 100.0 0.0

NIL NIL NIL NIL

51220 gm 57199 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1486 2.6 2.6 97.4 95 -100

3 20.00 28649 55.9 55.9 44.1 30 - 70 3 20.00 29965 52.4 55.0 45.0 30 - 70

4 10.00 13326 26.0 82.0 18.0 10 - 35 4 10.00 12240 21.4 76.4 23.6 10 - 35

5 4.75 7582 14.8 96.8 3.2 0 - 5 5 4.75 11466 20.0 96.4 3.6 0 - 5

6 Pan 1663 3.2 100.0 0.0 6 Pan 2042 3.6 100.0 0.0

NIL NIL NIL NIL

51234 gm 57256 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27718 54.1 54.1 45.9 30 - 70 3 20.00 30095 52.6 52.6 47.4 30 - 70

4 10.00 13176 25.7 79.8 20.2 10 - 35 4 10.00 13432 23.5 76.0 24.0 10 - 35

5 4.75 8909 17.4 97.2 2.8 0 - 5 5 4.75 12207 21.3 97.3 2.7 0 - 5

6 Pan 1431 2.8 100.0 0.0 6 Pan 1522 2.7 100.0 0.0

NIL NIL NIL NIL

52044 gm 57236 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25041 48.1 48.1 51.9 30 - 70 3 20.00 28524 49.8 49.8 50.2 30 - 70

4 10.00 13989 26.9 75.0 25.0 10 - 35 4 10.00 16515 28.9 78.7 21.3 10 - 35

5 4.75 11476 22.1 97.0 3.0 0 - 5 5 4.75 10226 17.9 96.6 3.4 0 - 5

6 Pan 1538 3.0 100.0 0.0 6 Pan 1971 3.4 100.0 0.0

NIL NIL NIL NIL

50237 gm 54643 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1988 4.0 4.0 96.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24700 49.2 53.1 46.9 30 - 70 3 20.00 23754 43.5 43.5 56.5 30 - 70

4 10.00 14519 28.9 82.0 18.0 10 - 35 4 10.00 16094 29.5 72.9 27.1 10 - 35

5 4.75 7493 14.9 96.9 3.1 0 - 5 5 4.75 13117 24.0 96.9 3.1 0 - 5

6 Pan 1537 3.1 100.0 0.0 6 Pan 1678 3.1 100.0 0.0

NIL NIL NIL NIL

58724 gm 54965 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1767 3.0 3.0 97.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27177 46.3 49.3 50.7 30 - 70 3 20.00 27680 50.4 50.4 49.6 30 - 70

4 10.00 16964 28.9 78.2 21.8 10 - 35 4 10.00 15728 28.6 79.0 21.0 10 - 35

5 4.75 10862 18.5 96.7 3.3 0 - 5 5 4.75 10220 18.6 97.6 2.4 0 - 5

6 Pan 1954 3.3 100.0 0.0 6 Pan 1337 2.4 100.0 0.0

NIL NIL NIL NIL

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Over Size = Under Size = Over Size = Under Size =

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

VVN vvnhighways.blogspot.in

Page 44: Sieve Analysis of 40mm Aggregate For Concrete

57495 gm 59900 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28124 48.9 48.9 51.1 30 - 70 3 20.00 33197 55.4 55.4 44.6 30 - 70

4 10.00 20526 35.7 84.6 15.4 10 - 35 4 10.00 13177 22.0 77.4 22.6 10 - 35

5 4.75 7349 12.8 97.4 2.6 0 - 5 5 4.75 11735 19.6 97.0 3.0 0 - 5

6 Pan 1496 2.6 100.0 0.0 6 Pan 1791 3.0 100.0 0.0

NIL NIL NIL NIL

52007 gm 53271 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1947 3.7 3.7 96.3 95 -100 2 40.00 1992 3.7 3.7 96.3 95 -100

3 20.00 23719 45.6 49.4 50.6 30 - 70 3 20.00 28877 54.2 57.9 42.1 30 - 70

4 10.00 15889 30.6 79.9 20.1 10 - 35 4 10.00 14015 26.3 84.3 15.7 10 - 35

5 4.75 9318 17.9 97.8 2.2 0 - 5 5 4.75 7027 13.2 97.4 2.6 0 - 5

6 Pan 1134 2.2 100.0 0.0 6 Pan 1360 2.6 100.0 0.0

NIL NIL NIL NIL

52745 gm 58851 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1831 3.5 3.5 96.5 95 -100 2 40.00 2097 3.6 3.6 96.4 95 -100

3 20.00 26174 49.6 53.1 46.9 30 - 70 3 20.00 27779 47.2 50.8 49.2 30 - 70

4 10.00 12570 23.8 76.9 23.1 10 - 35 4 10.00 20084 34.1 84.9 15.1 10 - 35

5 4.75 10709 20.3 97.2 2.8 0 - 5 5 4.75 7267 12.3 97.2 2.8 0 - 5

6 Pan 1461 2.8 100.0 0.0 6 Pan 1624 2.8 100.0 0.0

NIL NIL NIL NIL

54373 gm 57733 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1937 3.6 3.6 96.4 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24425 44.9 48.5 51.5 30 - 70 3 20.00 25391 44.0 44.0 56.0 30 - 70

4 10.00 18419 33.9 82.4 17.6 10 - 35 4 10.00 17445 30.2 74.2 25.8 10 - 35

5 4.75 7882 14.5 96.9 3.1 0 - 5 5 4.75 13373 23.2 97.4 2.6 0 - 5

6 Pan 1710 3.1 100.0 0.0 6 Pan 1524 2.6 100.0 0.0

NIL NIL NIL NIL

50296 gm 52394 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23563 46.8 46.8 53.2 30 - 70 3 20.00 26528 50.6 50.6 49.4 30 - 70

4 10.00 16012 31.8 78.7 21.3 10 - 35 4 10.00 13739 26.2 76.9 23.1 10 - 35

5 4.75 9138 18.2 96.9 3.1 0 - 5 5 4.75 10320 19.7 96.6 3.4 0 - 5

6 Pan 1583 3.1 100.0 0.0 6 Pan 1807 3.4 100.0 0.0

NIL NIL NIL NIL

55525 gm 59120 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1763 3.0 3.0 97.0 95 -100

3 20.00 28617 51.5 51.5 48.5 30 - 70 3 20.00 19632 33.2 36.2 63.8 30 - 70

4 10.00 16185 29.1 80.7 19.3 10 - 35 4 10.00 23674 40.0 76.2 23.8 10 - 35

5 4.75 9332 16.8 97.5 2.5 0 - 5 5 4.75 12516 21.2 97.4 2.6 0 - 5

6 Pan 1391 2.5 100.0 0.0 6 Pan 1535 2.6 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 45: Sieve Analysis of 40mm Aggregate For Concrete

50729 gm 50430 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22346 44.0 44.0 56.0 30 - 70 3 20.00 26994 53.5 53.5 46.5 30 - 70

4 10.00 19768 39.0 83.0 17.0 10 - 35 4 10.00 14821 29.4 82.9 17.1 10 - 35

5 4.75 7114 14.0 97.0 3.0 0 - 5 5 4.75 7136 14.2 97.1 2.9 0 - 5

6 Pan 1501 3.0 100.0 0.0 6 Pan 1479 2.9 100.0 0.0

NIL NIL NIL NIL

58302 gm 53217 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30481 52.3 52.3 47.7 30 - 70 3 20.00 23218 43.6 43.6 56.4 30 - 70

4 10.00 17757 30.5 82.7 17.3 10 - 35 4 10.00 20623 38.8 82.4 17.6 10 - 35

5 4.75 8748 15.0 97.7 2.3 0 - 5 5 4.75 8017 15.1 97.4 2.6 0 - 5

6 Pan 1316 2.3 100.0 0.0 6 Pan 1359 2.6 100.0 0.0

NIL NIL NIL NIL

53077 gm 52166 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25199 47.5 47.5 52.5 30 - 70 3 20.00 24404 46.8 46.8 53.2 30 - 70

4 10.00 14398 27.1 74.6 25.4 10 - 35 4 10.00 17521 33.6 80.4 19.6 10 - 35

5 4.75 11922 22.5 97.1 2.9 0 - 5 5 4.75 8387 16.1 96.4 3.6 0 - 5

6 Pan 1558 2.9 100.0 0.0 6 Pan 1854 3.6 100.0 0.0

NIL NIL NIL NIL

55361 gm 57228 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2279 4.1 4.1 95.9 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27826 50.3 54.4 45.6 30 - 70 3 20.00 26836 46.9 46.9 53.1 30 - 70

4 10.00 13828 25.0 79.4 20.6 10 - 35 4 10.00 18358 32.1 79.0 21.0 10 - 35

5 4.75 9941 18.0 97.3 2.7 0 - 5 5 4.75 10258 17.9 96.9 3.1 0 - 5

6 Pan 1487 2.7 100.0 0.0 6 Pan 1776 3.1 100.0 0.0

NIL NIL NIL NIL

50151 gm 54783 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1863 3.7 3.7 96.3 95 -100 2 40.00 2380 4.3 4.3 95.7 95 -100

3 20.00 25762 51.4 55.1 44.9 30 - 70 3 20.00 19579 35.7 40.1 59.9 30 - 70

4 10.00 10449 20.8 75.9 24.1 10 - 35 4 10.00 21200 38.7 78.8 21.2 10 - 35

5 4.75 10595 21.1 97.0 3.0 0 - 5 5 4.75 9949 18.2 96.9 3.1 0 - 5

6 Pan 1482 3.0 100.0 0.0 6 Pan 1675 3.1 100.0 0.0

NIL NIL NIL NIL

52482 gm 53645 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1929 3.7 3.7 96.3 95 -100 2 40.00 1607 3.0 3.0 97.0 95 -100

3 20.00 25130 47.9 51.6 48.4 30 - 70 3 20.00 22736 42.4 45.4 54.6 30 - 70

4 10.00 11797 22.5 74.0 26.0 10 - 35 4 10.00 15612 29.1 74.5 25.5 10 - 35

5 4.75 11721 22.3 96.4 3.6 0 - 5 5 4.75 11583 21.6 96.1 3.9 0 - 5

6 Pan 1905 3.6 100.0 0.0 6 Pan 2107 3.9 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Over Size = Under Size = Over Size = Under Size =

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Weight of Sample Weight of Sample

VVN vvnhighways.blogspot.in

Page 46: Sieve Analysis of 40mm Aggregate For Concrete

51906 gm 55576 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2006 3.9 3.9 96.1 95 -100 2 40.00 2035 3.7 3.7 96.3 95 -100

3 20.00 22578 43.5 47.4 52.6 30 - 70 3 20.00 26180 47.1 50.8 49.2 30 - 70

4 10.00 16193 31.2 78.6 21.4 10 - 35 4 10.00 12688 22.8 73.6 26.4 10 - 35

5 4.75 9662 18.6 97.2 2.8 0 - 5 5 4.75 12849 23.1 96.7 3.3 0 - 5

6 Pan 1467 2.8 100.0 0.0 6 Pan 1824 3.3 100.0 0.0

NIL NIL NIL NIL

52216 gm 57059 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24709 47.3 47.3 52.7 30 - 70 3 20.00 28763 50.4 50.4 49.6 30 - 70

4 10.00 14774 28.3 75.6 24.4 10 - 35 4 10.00 17154 30.1 80.5 19.5 10 - 35

5 4.75 11177 21.4 97.0 3.0 0 - 5 5 4.75 9466 16.6 97.1 2.9 0 - 5

6 Pan 1556 3.0 100.0 0.0 6 Pan 1676 2.9 100.0 0.0

NIL NIL NIL NIL

55949 gm 52560 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1354 2.6 2.6 97.4 95 -100

3 20.00 28266 50.5 50.5 49.5 30 - 70 3 20.00 23384 44.5 47.1 52.9 30 - 70

4 10.00 13909 24.9 75.4 24.6 10 - 35 4 10.00 17341 33.0 80.1 19.9 10 - 35

5 4.75 11966 21.4 96.8 3.2 0 - 5 5 4.75 8904 16.9 97.0 3.0 0 - 5

6 Pan 1808 3.2 100.0 0.0 6 Pan 1577 3.0 100.0 0.0

NIL NIL NIL NIL

52078 gm 54551 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1908 3.5 3.5 96.5 95 -100

3 20.00 24963 47.9 47.9 52.1 30 - 70 3 20.00 26962 49.4 52.9 47.1 30 - 70

4 10.00 16829 32.3 80.2 19.8 10 - 35 4 10.00 17689 32.4 85.3 14.7 10 - 35

5 4.75 8706 16.7 97.0 3.0 0 - 5 5 4.75 6398 11.7 97.1 2.9 0 - 5

6 Pan 1580 3.0 100.0 0.0 6 Pan 1594 2.9 100.0 0.0

NIL NIL NIL NIL

53859 gm 55632 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1736 3.1 3.1 96.9 95 -100

3 20.00 28360 52.7 52.7 47.3 30 - 70 3 20.00 25755 46.3 49.4 50.6 30 - 70

4 10.00 14203 26.4 79.0 21.0 10 - 35 4 10.00 16186 29.1 78.5 21.5 10 - 35

5 4.75 9675 18.0 97.0 3.0 0 - 5 5 4.75 10416 18.7 97.2 2.8 0 - 5

6 Pan 1621 3.0 100.0 0.0 6 Pan 1539 2.8 100.0 0.0

NIL NIL NIL NIL

54097 gm 53353 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1792 3.3 3.3 96.7 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24332 45.0 48.3 51.7 30 - 70 3 20.00 26209 49.1 49.1 50.9 30 - 70

4 10.00 19365 35.8 84.1 15.9 10 - 35 4 10.00 13816 25.9 75.0 25.0 10 - 35

5 4.75 7335 13.6 97.6 2.4 0 - 5 5 4.75 11639 21.8 96.8 3.2 0 - 5

6 Pan 1273 2.4 100.0 0.0 6 Pan 1689 3.2 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 47: Sieve Analysis of 40mm Aggregate For Concrete

51026 gm 52997 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1502 2.9 2.9 97.1 95 -100 2 40.00 1758 3.3 3.3 96.7 95 -100

3 20.00 24627 48.3 51.2 48.8 30 - 70 3 20.00 22942 43.3 46.6 53.4 30 - 70

4 10.00 15842 31.0 82.3 17.7 10 - 35 4 10.00 16531 31.2 77.8 22.2 10 - 35

5 4.75 7447 14.6 96.8 3.2 0 - 5 5 4.75 10471 19.8 97.6 2.4 0 - 5

6 Pan 1608 3.2 100.0 0.0 6 Pan 1295 2.4 100.0 0.0

NIL NIL NIL NIL

57997 gm 59312 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2298 4.0 4.0 96.0 95 -100 2 40.00 2254 3.8 3.8 96.2 95 -100

3 20.00 27012 46.6 50.5 49.5 30 - 70 3 20.00 29607 49.9 53.7 46.3 30 - 70

4 10.00 15255 26.3 76.8 23.2 10 - 35 4 10.00 16762 28.3 82.0 18.0 10 - 35

5 4.75 11275 19.4 96.3 3.7 0 - 5 5 4.75 8981 15.1 97.1 2.9 0 - 5

6 Pan 2157 3.7 100.0 0.0 6 Pan 1708 2.9 100.0 0.0

NIL NIL NIL NIL

51199 gm 52837 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1778 3.5 3.5 96.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24666 48.2 51.6 48.4 30 - 70 3 20.00 22196 42.0 42.0 58.0 30 - 70

4 10.00 15445 30.2 81.8 18.2 10 - 35 4 10.00 19309 36.5 78.6 21.4 10 - 35

5 4.75 7603 14.8 96.7 3.3 0 - 5 5 4.75 9879 18.7 97.3 2.7 0 - 5

6 Pan 1707 3.3 100.0 0.0 6 Pan 1453 2.7 100.0 0.0

NIL NIL NIL NIL

57876 gm 53460 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1569 2.7 2.7 97.3 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26710 46.2 48.9 51.1 30 - 70 3 20.00 24288 45.4 45.4 54.6 30 - 70

4 10.00 18572 32.1 81.0 19.0 10 - 35 4 10.00 20613 38.6 84.0 16.0 10 - 35

5 4.75 9409 16.3 97.2 2.8 0 - 5 5 4.75 7253 13.6 97.6 2.4 0 - 5

6 Pan 1616 2.8 100.0 0.0 6 Pan 1306 2.4 100.0 0.0

NIL NIL NIL NIL

57388 gm 51893 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2218 4.3 4.3 95.7 95 -100

3 20.00 29389 51.2 51.2 48.8 30 - 70 3 20.00 25113 48.4 52.7 47.3 30 - 70

4 10.00 19188 33.4 84.6 15.4 10 - 35 4 10.00 14392 27.7 80.4 19.6 10 - 35

5 4.75 7193 12.5 97.2 2.8 0 - 5 5 4.75 8388 16.2 96.6 3.4 0 - 5

6 Pan 1618 2.8 100.0 0.0 6 Pan 1782 3.4 100.0 0.0

NIL NIL NIL NIL

59271 gm 57851 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25577 43.2 43.2 56.8 30 - 70 3 20.00 29014 50.2 50.2 49.8 30 - 70

4 10.00 20632 34.8 78.0 22.0 10 - 35 4 10.00 15823 27.4 77.5 22.5 10 - 35

5 4.75 11173 18.9 96.8 3.2 0 - 5 5 4.75 11092 19.2 96.7 3.3 0 - 5

6 Pan 1889 3.2 100.0 0.0 6 Pan 1922 3.3 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 48: Sieve Analysis of 40mm Aggregate For Concrete

51665 gm 58607 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1984 3.8 3.8 96.2 95 -100 2 40.00 1840 3.1 3.1 96.9 95 -100

3 20.00 23977 46.4 50.2 49.8 30 - 70 3 20.00 25841 44.1 47.2 52.8 30 - 70

4 10.00 17668 34.2 84.4 15.6 10 - 35 4 10.00 21832 37.3 84.5 15.5 10 - 35

5 4.75 6451 12.5 96.9 3.1 0 - 5 5 4.75 7531 12.9 97.3 2.7 0 - 5

6 Pan 1585 3.1 100.0 0.0 6 Pan 1563 2.7 100.0 0.0

NIL NIL NIL NIL

54433 gm 51106 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1652 3.0 3.0 97.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22737 41.8 44.8 55.2 30 - 70 3 20.00 31398 61.4 61.4 38.6 30 - 70

4 10.00 17261 31.7 76.5 23.5 10 - 35 4 10.00 11003 21.5 83.0 17.0 10 - 35

5 4.75 11011 20.2 96.7 3.3 0 - 5 5 4.75 7033 13.8 96.7 3.3 0 - 5

6 Pan 1772 3.3 100.0 0.0 6 Pan 1672 3.3 100.0 0.0

NIL NIL NIL NIL

53007 gm 58937 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28309 53.4 53.4 46.6 30 - 70 3 20.00 28297 48.0 48.0 52.0 30 - 70

4 10.00 14152 26.7 80.1 19.9 10 - 35 4 10.00 23231 39.4 87.4 12.6 10 - 35

5 4.75 8734 16.5 96.6 3.4 0 - 5 5 4.75 5492 9.3 96.7 3.3 0 - 5

6 Pan 1812 3.4 100.0 0.0 6 Pan 1917 3.3 100.0 0.0

NIL NIL NIL NIL

56683 gm 58426 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1744 3.1 3.1 96.9 95 -100 2 40.00 2024 3.5 3.5 96.5 95 -100

3 20.00 25976 45.8 48.9 51.1 30 - 70 3 20.00 35673 61.1 64.5 35.5 30 - 70

4 10.00 12896 22.8 71.7 28.3 10 - 35 4 10.00 7597 13.0 77.5 22.5 10 - 35

5 4.75 14242 25.1 96.8 3.2 0 - 5 5 4.75 11429 19.6 97.1 2.9 0 - 5

6 Pan 1825 3.2 100.0 0.0 6 Pan 1703 2.9 100.0 0.0

NIL NIL NIL NIL

55857 gm 56848 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2134 3.8 3.8 96.2 95 -100

3 20.00 28441 50.9 50.9 49.1 30 - 70 3 20.00 22351 39.3 43.1 56.9 30 - 70

4 10.00 15649 28.0 78.9 21.1 10 - 35 4 10.00 17987 31.6 74.7 25.3 10 - 35

5 4.75 9995 17.9 96.8 3.2 0 - 5 5 4.75 12611 22.2 96.9 3.1 0 - 5

6 Pan 1772 3.2 100.0 0.0 6 Pan 1765 3.1 100.0 0.0

NIL NIL NIL NIL

57924 gm 55154 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 34970 60.4 60.4 39.6 30 - 70 3 20.00 27030 49.0 49.0 51.0 30 - 70

4 10.00 10351 17.9 78.2 21.8 10 - 35 4 10.00 19111 34.7 83.7 16.3 10 - 35

5 4.75 11034 19.0 97.3 2.7 0 - 5 5 4.75 7618 13.8 97.5 2.5 0 - 5

6 Pan 1569 2.7 100.0 0.0 6 Pan 1395 2.5 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 49: Sieve Analysis of 40mm Aggregate For Concrete

53195 gm 53345 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30540 57.4 57.4 42.6 30 - 70 3 20.00 29249 54.8 54.8 45.2 30 - 70

4 10.00 9818 18.5 75.9 24.1 10 - 35 4 10.00 12029 22.5 77.4 22.6 10 - 35

5 4.75 11133 20.9 96.8 3.2 0 - 5 5 4.75 10475 19.6 97.0 3.0 0 - 5

6 Pan 1704 3.2 100.0 0.0 6 Pan 1592 3.0 100.0 0.0

NIL NIL NIL NIL

55904 gm 52937 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1574 3.0 3.0 97.0 95 -100

3 20.00 29089 52.0 52.0 48.0 30 - 70 3 20.00 23326 44.1 47.0 53.0 30 - 70

4 10.00 16618 29.7 81.8 18.2 10 - 35 4 10.00 17082 32.3 79.3 20.7 10 - 35

5 4.75 8738 15.6 97.4 2.6 0 - 5 5 4.75 9379 17.7 97.0 3.0 0 - 5

6 Pan 1459 2.6 100.0 0.0 6 Pan 1576 3.0 100.0 0.0

NIL NIL NIL NIL

57329 gm 52673 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29461 51.4 51.4 48.6 30 - 70 3 20.00 28419 54.0 54.0 46.0 30 - 70

4 10.00 11921 20.8 72.2 27.8 10 - 35 4 10.00 14146 26.9 80.8 19.2 10 - 35

5 4.75 14143 24.7 96.9 3.1 0 - 5 5 4.75 8403 16.0 96.8 3.2 0 - 5

6 Pan 1804 3.1 100.0 0.0 6 Pan 1705 3.2 100.0 0.0

NIL NIL NIL NIL

56168 gm 50452 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30176 53.7 53.7 46.3 30 - 70 3 20.00 28336 56.2 56.2 43.8 30 - 70

4 10.00 14712 26.2 79.9 20.1 10 - 35 4 10.00 11103 22.0 78.2 21.8 10 - 35

5 4.75 9699 17.3 97.2 2.8 0 - 5 5 4.75 9205 18.2 96.4 3.6 0 - 5

6 Pan 1581 2.8 100.0 0.0 6 Pan 1808 3.6 100.0 0.0

NIL NIL NIL NIL

57843 gm 50125 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 32873 56.8 56.8 43.2 30 - 70 3 20.00 26609 53.1 53.1 46.9 30 - 70

4 10.00 15883 27.5 84.3 15.7 10 - 35 4 10.00 10221 20.4 73.5 26.5 10 - 35

5 4.75 7364 12.7 97.0 3.0 0 - 5 5 4.75 11677 23.3 96.8 3.2 0 - 5

6 Pan 1723 3.0 100.0 0.0 6 Pan 1618 3.2 100.0 0.0

NIL NIL NIL NIL

59288 gm 55370 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2812 4.7 4.7 95.3 95 -100 2 40.00 1963 3.5 3.5 96.5 95 -100

3 20.00 27653 46.6 51.4 48.6 30 - 70 3 20.00 25569 46.2 49.7 50.3 30 - 70

4 10.00 13813 23.3 74.7 25.3 10 - 35 4 10.00 17068 30.8 80.5 19.5 10 - 35

5 4.75 13328 22.5 97.2 2.8 0 - 5 5 4.75 9222 16.7 97.2 2.8 0 - 5

6 Pan 1682 2.8 100.0 0.0 6 Pan 1548 2.8 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 50: Sieve Analysis of 40mm Aggregate For Concrete

52239 gm 56495 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2212 4.2 4.2 95.8 95 -100 2 40.00 2747 4.9 4.9 95.1 95 -100

3 20.00 28423 54.4 58.6 41.4 30 - 70 3 20.00 26267 46.5 51.4 48.6 30 - 70

4 10.00 8793 16.8 75.5 24.5 10 - 35 4 10.00 11676 20.7 72.0 28.0 10 - 35

5 4.75 11190 21.4 96.9 3.1 0 - 5 5 4.75 14053 24.9 96.9 3.1 0 - 5

6 Pan 1621 3.1 100.0 0.0 6 Pan 1752 3.1 100.0 0.0

NIL NIL NIL NIL

51560 gm 53938 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1412 2.7 2.7 97.3 95 -100 2 40.00 2048 3.8 3.8 96.2 95 -100

3 20.00 26803 52.0 54.7 45.3 30 - 70 3 20.00 25465 47.2 51.0 49.0 30 - 70

4 10.00 12099 23.5 78.2 21.8 10 - 35 4 10.00 14951 27.7 78.7 21.3 10 - 35

5 4.75 9478 18.4 96.6 3.4 0 - 5 5 4.75 9651 17.9 96.6 3.4 0 - 5

6 Pan 1768 3.4 100.0 0.0 6 Pan 1823 3.4 100.0 0.0

NIL NIL NIL NIL

51424 gm 55028 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2016 3.9 3.9 96.1 95 -100 2 40.00 1558 2.8 2.8 97.2 95 -100

3 20.00 25307 49.2 53.1 46.9 30 - 70 3 20.00 23875 43.4 46.2 53.8 30 - 70

4 10.00 12877 25.0 78.2 21.8 10 - 35 4 10.00 16512 30.0 76.2 23.8 10 - 35

5 4.75 9946 19.3 97.5 2.5 0 - 5 5 4.75 11704 21.3 97.5 2.5 0 - 5

6 Pan 1278 2.5 100.0 0.0 6 Pan 1379 2.5 100.0 0.0

NIL NIL NIL NIL

59506 gm 57328 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1368 2.4 2.4 97.6 95 -100

3 20.00 35101 59.0 59.0 41.0 30 - 70 3 20.00 31085 54.2 56.6 43.4 30 - 70

4 10.00 13651 22.9 81.9 18.1 10 - 35 4 10.00 10973 19.1 75.8 24.2 10 - 35

5 4.75 8821 14.8 96.8 3.2 0 - 5 5 4.75 12321 21.5 97.2 2.8 0 - 5

6 Pan 1933 3.2 100.0 0.0 6 Pan 1581 2.8 100.0 0.0

NIL NIL NIL NIL

59120 gm 59448 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1675 2.8 2.8 97.2 95 -100 2 40.00 1886 3.2 3.2 96.8 95 -100

3 20.00 30665 51.9 54.7 45.3 30 - 70 3 20.00 23524 39.6 42.7 57.3 30 - 70

4 10.00 14065 23.8 78.5 21.5 10 - 35 4 10.00 18742 31.5 74.3 25.7 10 - 35

5 4.75 11111 18.8 97.3 2.7 0 - 5 5 4.75 13481 22.7 96.9 3.1 0 - 5

6 Pan 1604 2.7 100.0 0.0 6 Pan 1815 3.1 100.0 0.0

NIL NIL NIL NIL

56700 gm 50424 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1973 3.9 3.9 96.1 95 -100

3 20.00 26919 47.5 47.5 52.5 30 - 70 3 20.00 24019 47.6 51.5 48.5 30 - 70

4 10.00 20092 35.4 82.9 17.1 10 - 35 4 10.00 14265 28.3 79.8 20.2 10 - 35

5 4.75 8102 14.3 97.2 2.8 0 - 5 5 4.75 8161 16.2 96.0 4.0 0 - 5

6 Pan 1587 2.8 100.0 0.0 6 Pan 2006 4.0 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 51: Sieve Analysis of 40mm Aggregate For Concrete

54551 gm 56585 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2078 3.8 3.8 96.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22997 42.2 46.0 54.0 30 - 70 3 20.00 25810 45.6 45.6 54.4 30 - 70

4 10.00 19412 35.6 81.6 18.4 10 - 35 4 10.00 19027 33.6 79.2 20.8 10 - 35

5 4.75 8633 15.8 97.4 2.6 0 - 5 5 4.75 9785 17.3 96.5 3.5 0 - 5

6 Pan 1431 2.6 100.0 0.0 6 Pan 1963 3.5 100.0 0.0

NIL NIL NIL NIL

53201 gm 55015 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1780 3.2 3.2 96.8 95 -100

3 20.00 29291 55.1 55.1 44.9 30 - 70 3 20.00 27387 49.8 53.0 47.0 30 - 70

4 10.00 14953 28.1 83.2 16.8 10 - 35 4 10.00 14475 26.3 79.3 20.7 10 - 35

5 4.75 6970 13.1 96.3 3.7 0 - 5 5 4.75 9398 17.1 96.4 3.6 0 - 5

6 Pan 1987 3.7 100.0 0.0 6 Pan 1975 3.6 100.0 0.0

NIL NIL NIL NIL

56620 gm 53851 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1714 3.0 3.0 97.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27909 49.3 52.3 47.7 30 - 70 3 20.00 24022 44.6 44.6 55.4 30 - 70

4 10.00 14460 25.5 77.9 22.1 10 - 35 4 10.00 20047 37.2 81.8 18.2 10 - 35

5 4.75 10649 18.8 96.7 3.3 0 - 5 5 4.75 8227 15.3 97.1 2.9 0 - 5

6 Pan 1888 3.3 100.0 0.0 6 Pan 1555 2.9 100.0 0.0

NIL NIL NIL NIL

54131 gm 50786 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2074 4.1 4.1 95.9 95 -100

3 20.00 26801 49.5 49.5 50.5 30 - 70 3 20.00 23362 46.0 50.1 49.9 30 - 70

4 10.00 16439 30.4 79.9 20.1 10 - 35 4 10.00 13254 26.1 76.2 23.8 10 - 35

5 4.75 9364 17.3 97.2 2.8 0 - 5 5 4.75 10432 20.5 96.7 3.3 0 - 5

6 Pan 1527 2.8 100.0 0.0 6 Pan 1664 3.3 100.0 0.0

NIL NIL NIL NIL

59175 gm 50477 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1957 3.3 3.3 96.7 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28149 47.6 50.9 49.1 30 - 70 3 20.00 24913 49.4 49.4 50.6 30 - 70

4 10.00 14648 24.8 75.6 24.4 10 - 35 4 10.00 13670 27.1 76.4 23.6 10 - 35

5 4.75 12537 21.2 96.8 3.2 0 - 5 5 4.75 10398 20.6 97.0 3.0 0 - 5

6 Pan 1884 3.2 100.0 0.0 6 Pan 1496 3.0 100.0 0.0

NIL NIL NIL NIL

55934 gm 57868 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1769 3.2 3.2 96.8 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26223 46.9 50.0 50.0 30 - 70 3 20.00 31189 53.9 53.9 46.1 30 - 70

4 10.00 17636 31.5 81.6 18.4 10 - 35 4 10.00 14077 24.3 78.2 21.8 10 - 35

5 4.75 8595 15.4 96.9 3.1 0 - 5 5 4.75 10632 18.4 96.6 3.4 0 - 5

6 Pan 1711 3.1 100.0 0.0 6 Pan 1970 3.4 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 52: Sieve Analysis of 40mm Aggregate For Concrete

53428 gm 52364 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1950 3.7 3.7 96.3 95 -100

3 20.00 27170 50.9 50.9 49.1 30 - 70 3 20.00 26656 50.9 54.6 45.4 30 - 70

4 10.00 13898 26.0 76.9 23.1 10 - 35 4 10.00 13091 25.0 79.6 20.4 10 - 35

5 4.75 10644 19.9 96.8 3.2 0 - 5 5 4.75 9027 17.2 96.9 3.1 0 - 5

6 Pan 1716 3.2 100.0 0.0 6 Pan 1640 3.1 100.0 0.0

NIL NIL NIL NIL

56722 gm 58326 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2345 4.1 4.1 95.9 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30001 52.9 57.0 43.0 30 - 70 3 20.00 30169 51.7 51.7 48.3 30 - 70

4 10.00 13256 23.4 80.4 19.6 10 - 35 4 10.00 15457 26.5 78.2 21.8 10 - 35

5 4.75 9654 17.0 97.4 2.6 0 - 5 5 4.75 10546 18.1 96.3 3.7 0 - 5

6 Pan 1466 2.6 100.0 0.0 6 Pan 2154 3.7 100.0 0.0

NIL NIL NIL NIL

56390 gm 56588 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2674 4.7 4.7 95.3 95 -100

3 20.00 25783 45.7 45.7 54.3 30 - 70 3 20.00 21071 37.2 42.0 58.0 30 - 70

4 10.00 20995 37.2 83.0 17.0 10 - 35 4 10.00 20284 35.8 77.8 22.2 10 - 35

5 4.75 7358 13.0 96.0 4.0 0 - 5 5 4.75 10821 19.1 96.9 3.1 0 - 5

6 Pan 2254 4.0 100.0 0.0 6 Pan 1738 3.1 100.0 0.0

NIL NIL NIL NIL

52346 gm 50187 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1853 3.5 3.5 96.5 95 -100 2 40.00 2063 4.1 4.1 95.9 95 -100

3 20.00 23472 44.8 48.4 51.6 30 - 70 3 20.00 21568 43.0 47.1 52.9 30 - 70

4 10.00 16265 31.1 79.5 20.5 10 - 35 4 10.00 13627 27.2 74.2 25.8 10 - 35

5 4.75 9050 17.3 96.7 3.3 0 - 5 5 4.75 11547 23.0 97.2 2.8 0 - 5

6 Pan 1706 3.3 100.0 0.0 6 Pan 1382 2.8 100.0 0.0

NIL NIL NIL NIL

52650 gm 58439 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30006 57.0 57.0 43.0 30 - 70 3 20.00 28861 49.4 49.4 50.6 30 - 70

4 10.00 12836 24.4 81.4 18.6 10 - 35 4 10.00 15577 26.7 76.0 24.0 10 - 35

5 4.75 8468 16.1 97.5 2.5 0 - 5 5 4.75 12144 20.8 96.8 3.2 0 - 5

6 Pan 1340 2.5 100.0 0.0 6 Pan 1857 3.2 100.0 0.0

NIL NIL NIL NIL

53547 gm 54932 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1918 3.5 3.5 96.5 95 -100

3 20.00 32853 61.4 61.4 38.6 30 - 70 3 20.00 18774 34.2 37.7 62.3 30 - 70

4 10.00 8532 15.9 77.3 22.7 10 - 35 4 10.00 23298 42.4 80.1 19.9 10 - 35

5 4.75 10824 20.2 97.5 2.5 0 - 5 5 4.75 9409 17.1 97.2 2.8 0 - 5

6 Pan 1338 2.5 100.0 0.0 6 Pan 1533 2.8 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 53: Sieve Analysis of 40mm Aggregate For Concrete

57722 gm 52528 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1496 2.8 2.8 97.2 95 -100

3 20.00 25203 43.7 43.7 56.3 30 - 70 3 20.00 26023 49.5 52.4 47.6 30 - 70

4 10.00 22031 38.2 81.8 18.2 10 - 35 4 10.00 14433 27.5 79.9 20.1 10 - 35

5 4.75 9039 15.7 97.5 2.5 0 - 5 5 4.75 9124 17.4 97.2 2.8 0 - 5

6 Pan 1449 2.5 100.0 0.0 6 Pan 1452 2.8 100.0 0.0

NIL NIL NIL NIL

56939 gm 59768 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25892 45.5 45.5 54.5 30 - 70 3 20.00 32265 54.0 54.0 46.0 30 - 70

4 10.00 16759 29.4 74.9 25.1 10 - 35 4 10.00 14699 24.6 78.6 21.4 10 - 35

5 4.75 12599 22.1 97.0 3.0 0 - 5 5 4.75 11156 18.7 97.2 2.8 0 - 5

6 Pan 1689 3.0 100.0 0.0 6 Pan 1648 2.8 100.0 0.0

NIL NIL NIL NIL

59793 gm 50556 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1550 3.1 3.1 96.9 95 -100

3 20.00 29721 49.7 49.7 50.3 30 - 70 3 20.00 25399 50.2 53.3 46.7 30 - 70

4 10.00 23216 38.8 88.5 11.5 10 - 35 4 10.00 14218 28.1 81.4 18.6 10 - 35

5 4.75 5180 8.7 97.2 2.8 0 - 5 5 4.75 7700 15.2 96.7 3.3 0 - 5

6 Pan 1676 2.8 100.0 0.0 6 Pan 1689 3.3 100.0 0.0

NIL NIL NIL NIL

56314 gm 53489 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2024 3.6 3.6 96.4 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28097 49.9 53.5 46.5 30 - 70 3 20.00 29782 55.7 55.7 44.3 30 - 70

4 10.00 13884 24.7 78.1 21.9 10 - 35 4 10.00 11126 20.8 76.5 23.5 10 - 35

5 4.75 10749 19.1 97.2 2.8 0 - 5 5 4.75 11096 20.7 97.2 2.8 0 - 5

6 Pan 1560 2.8 100.0 0.0 6 Pan 1485 2.8 100.0 0.0

NIL NIL NIL NIL

52774 gm 57425 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26129 49.5 49.5 50.5 30 - 70 3 20.00 31474 54.8 54.8 45.2 30 - 70

4 10.00 15919 30.2 79.7 20.3 10 - 35 4 10.00 13710 23.9 78.7 21.3 10 - 35

5 4.75 9326 17.7 97.3 2.7 0 - 5 5 4.75 10450 18.2 96.9 3.1 0 - 5

6 Pan 1400 2.7 100.0 0.0 6 Pan 1791 3.1 100.0 0.0

NIL NIL NIL NIL

58651 gm 51178 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2355 4.0 4.0 96.0 95 -100 2 40.00 2000 3.9 3.9 96.1 95 -100

3 20.00 26795 45.7 49.7 50.3 30 - 70 3 20.00 21513 42.0 45.9 54.1 30 - 70

4 10.00 18373 31.3 81.0 19.0 10 - 35 4 10.00 18104 35.4 81.3 18.7 10 - 35

5 4.75 9354 15.9 97.0 3.0 0 - 5 5 4.75 8429 16.5 97.8 2.2 0 - 5

6 Pan 1774 3.0 100.0 0.0 6 Pan 1132 2.2 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 54: Sieve Analysis of 40mm Aggregate For Concrete

56062 gm 55136 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29312 52.3 52.3 47.7 30 - 70 3 20.00 27759 50.3 50.3 49.7 30 - 70

4 10.00 14837 26.5 78.8 21.2 10 - 35 4 10.00 14127 25.6 76.0 24.0 10 - 35

5 4.75 10147 18.1 96.8 3.2 0 - 5 5 4.75 11510 20.9 96.8 3.2 0 - 5

6 Pan 1766 3.2 100.0 0.0 6 Pan 1740 3.2 100.0 0.0

NIL NIL NIL NIL

59764 gm 54657 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2266 3.8 3.8 96.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27638 46.2 50.0 50.0 30 - 70 3 20.00 31161 57.0 57.0 43.0 30 - 70

4 10.00 19572 32.7 82.8 17.2 10 - 35 4 10.00 11743 21.5 78.5 21.5 10 - 35

5 4.75 8552 14.3 97.1 2.9 0 - 5 5 4.75 10095 18.5 97.0 3.0 0 - 5

6 Pan 1736 2.9 100.0 0.0 6 Pan 1658 3.0 100.0 0.0

NIL NIL NIL NIL

59403 gm 57487 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2479 4.2 4.2 95.8 95 -100 2 40.00 2174 3.8 3.8 96.2 95 -100

3 20.00 26663 44.9 49.1 50.9 30 - 70 3 20.00 24854 43.2 47.0 53.0 30 - 70

4 10.00 16735 28.2 77.2 22.8 10 - 35 4 10.00 20072 34.9 81.9 18.1 10 - 35

5 4.75 12024 20.2 97.5 2.5 0 - 5 5 4.75 8656 15.1 97.0 3.0 0 - 5

6 Pan 1502 2.5 100.0 0.0 6 Pan 1731 3.0 100.0 0.0

NIL NIL NIL NIL

54109 gm 53302 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2250 4.2 4.2 95.8 95 -100 2 40.00 1806 3.4 3.4 96.6 95 -100

3 20.00 20785 38.4 42.6 57.4 30 - 70 3 20.00 28226 53.0 56.3 43.7 30 - 70

4 10.00 22411 41.4 84.0 16.0 10 - 35 4 10.00 10784 20.2 76.6 23.4 10 - 35

5 4.75 7230 13.4 97.4 2.6 0 - 5 5 4.75 11277 21.2 97.7 2.3 0 - 5

6 Pan 1433 2.6 100.0 0.0 6 Pan 1209 2.3 100.0 0.0

NIL NIL NIL NIL

56346 gm 50979 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28529 50.6 50.6 49.4 30 - 70 3 20.00 23875 46.8 46.8 53.2 30 - 70

4 10.00 17692 31.4 82.0 18.0 10 - 35 4 10.00 17758 34.8 81.7 18.3 10 - 35

5 4.75 8309 14.7 96.8 3.2 0 - 5 5 4.75 7448 14.6 96.3 3.7 0 - 5

6 Pan 1816 3.2 100.0 0.0 6 Pan 1898 3.7 100.0 0.0

NIL NIL NIL NIL

57678 gm 57695 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1659 2.9 2.9 97.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 34614 60.0 62.9 37.1 30 - 70 3 20.00 29293 50.8 50.8 49.2 30 - 70

4 10.00 8593 14.9 77.8 22.2 10 - 35 4 10.00 15676 27.2 77.9 22.1 10 - 35

5 4.75 10953 19.0 96.8 3.2 0 - 5 5 4.75 10904 18.9 96.8 3.2 0 - 5

6 Pan 1859 3.2 100.0 0.0 6 Pan 1822 3.2 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 55: Sieve Analysis of 40mm Aggregate For Concrete

58430 gm 50913 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2081 4.1 4.1 95.9 95 -100

3 20.00 27671 47.4 47.4 52.6 30 - 70 3 20.00 24396 47.9 52.0 48.0 30 - 70

4 10.00 18797 32.2 79.5 20.5 10 - 35 4 10.00 13181 25.9 77.9 22.1 10 - 35

5 4.75 10258 17.6 97.1 2.9 0 - 5 5 4.75 9743 19.1 97.0 3.0 0 - 5

6 Pan 1704 2.9 100.0 0.0 6 Pan 1512 3.0 100.0 0.0

NIL NIL NIL NIL

52478 gm 56771 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28176 53.7 53.7 46.3 30 - 70 3 20.00 32275 56.9 56.9 43.1 30 - 70

4 10.00 16105 30.7 84.4 15.6 10 - 35 4 10.00 15278 26.9 83.8 16.2 10 - 35

5 4.75 6614 12.6 97.0 3.0 0 - 5 5 4.75 7633 13.4 97.2 2.8 0 - 5

6 Pan 1583 3.0 100.0 0.0 6 Pan 1585 2.8 100.0 0.0

NIL NIL NIL NIL

59448 gm 57293 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30298 51.0 51.0 49.0 30 - 70 3 20.00 28218 49.3 49.3 50.7 30 - 70

4 10.00 14070 23.7 74.6 25.4 10 - 35 4 10.00 16218 28.3 77.6 22.4 10 - 35

5 4.75 13626 22.9 97.6 2.4 0 - 5 5 4.75 10965 19.1 96.7 3.3 0 - 5

6 Pan 1454 2.4 100.0 0.0 6 Pan 1892 3.3 100.0 0.0

NIL NIL NIL NIL

50363 gm 50963 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23607 46.9 46.9 53.1 30 - 70 3 20.00 22616 44.4 44.4 55.6 30 - 70

4 10.00 15098 30.0 76.9 23.1 10 - 35 4 10.00 18819 36.9 81.3 18.7 10 - 35

5 4.75 10080 20.0 96.9 3.1 0 - 5 5 4.75 8123 15.9 97.2 2.8 0 - 5

6 Pan 1578 3.1 100.0 0.0 6 Pan 1405 2.8 100.0 0.0

NIL NIL NIL NIL

53751 gm 59837 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28503 53.0 53.0 47.0 30 - 70 3 20.00 26020 43.5 43.5 56.5 30 - 70

4 10.00 14177 26.4 79.4 20.6 10 - 35 4 10.00 22464 37.5 81.0 19.0 10 - 35

5 4.75 9495 17.7 97.1 2.9 0 - 5 5 4.75 9335 15.6 96.6 3.4 0 - 5

6 Pan 1576 2.9 100.0 0.0 6 Pan 2018 3.4 100.0 0.0

NIL NIL NIL NIL

59293 gm 56148 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2068 3.5 3.5 96.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26207 44.2 47.7 52.3 30 - 70 3 20.00 30050 53.5 53.5 46.5 30 - 70

4 10.00 17395 29.3 77.0 23.0 10 - 35 4 10.00 15820 28.2 81.7 18.3 10 - 35

5 4.75 11860 20.0 97.0 3.0 0 - 5 5 4.75 8603 15.3 97.0 3.0 0 - 5

6 Pan 1763 3.0 100.0 0.0 6 Pan 1675 3.0 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 56: Sieve Analysis of 40mm Aggregate For Concrete

50156 gm 53855 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1966 3.9 3.9 96.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25439 50.7 54.6 45.4 30 - 70 3 20.00 32395 60.2 60.2 39.8 30 - 70

4 10.00 11497 22.9 77.6 22.4 10 - 35 4 10.00 6551 12.2 72.3 27.7 10 - 35

5 4.75 9989 19.9 97.5 2.5 0 - 5 5 4.75 13550 25.2 97.5 2.5 0 - 5

6 Pan 1265 2.5 100.0 0.0 6 Pan 1359 2.5 100.0 0.0

NIL NIL NIL NIL

59089 gm 50169 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1947 3.3 3.3 96.7 95 -100 2 40.00 1684 3.4 3.4 96.6 95 -100

3 20.00 23240 39.3 42.6 57.4 30 - 70 3 20.00 20982 41.8 45.2 54.8 30 - 70

4 10.00 19945 33.8 76.4 23.6 10 - 35 4 10.00 15052 30.0 75.2 24.8 10 - 35

5 4.75 12292 20.8 97.2 2.8 0 - 5 5 4.75 10863 21.7 96.8 3.2 0 - 5

6 Pan 1665 2.8 100.0 0.0 6 Pan 1588 3.2 100.0 0.0

NIL NIL NIL NIL

52231 gm 56624 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25544 48.9 48.9 51.1 30 - 70 3 20.00 29515 52.1 52.1 47.9 30 - 70

4 10.00 13046 25.0 73.9 26.1 10 - 35 4 10.00 13469 23.8 75.9 24.1 10 - 35

5 4.75 11756 22.5 96.4 3.6 0 - 5 5 4.75 12163 21.5 97.4 2.6 0 - 5

6 Pan 1885 3.6 100.0 0.0 6 Pan 1477 2.6 100.0 0.0

NIL NIL NIL NIL

55706 gm 51816 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2089 3.8 3.8 96.2 95 -100 2 40.00 1476 2.8 2.8 97.2 95 -100

3 20.00 32305 58.0 61.7 38.3 30 - 70 3 20.00 27560 53.2 56.0 44.0 30 - 70

4 10.00 10560 19.0 80.7 19.3 10 - 35 4 10.00 13660 26.4 82.4 17.6 10 - 35

5 4.75 9232 16.6 97.3 2.7 0 - 5 5 4.75 7442 14.4 96.8 3.2 0 - 5

6 Pan 1520 2.7 100.0 0.0 6 Pan 1678 3.2 100.0 0.0

NIL NIL NIL NIL

55239 gm 55132 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2006 3.6 3.6 96.4 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26116 47.3 50.9 49.1 30 - 70 3 20.00 26805 48.6 48.6 51.4 30 - 70

4 10.00 16465 29.8 80.7 19.3 10 - 35 4 10.00 13912 25.2 73.9 26.1 10 - 35

5 4.75 9048 16.4 97.1 2.9 0 - 5 5 4.75 12506 22.7 96.5 3.5 0 - 5

6 Pan 1604 2.9 100.0 0.0 6 Pan 1909 3.5 100.0 0.0

NIL NIL NIL NIL

51289 gm 53403 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2088 3.9 3.9 96.1 95 -100

3 20.00 27268 53.2 53.2 46.8 30 - 70 3 20.00 27795 52.0 56.0 44.0 30 - 70

4 10.00 14397 28.1 81.2 18.8 10 - 35 4 10.00 14597 27.3 83.3 16.7 10 - 35

5 4.75 8326 16.2 97.5 2.5 0 - 5 5 4.75 7449 13.9 97.2 2.8 0 - 5

6 Pan 1298 2.5 100.0 0.0 6 Pan 1474 2.8 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 57: Sieve Analysis of 40mm Aggregate For Concrete

51425 gm 56549 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1739 3.1 3.1 96.9 95 -100

3 20.00 26082 50.7 50.7 49.3 30 - 70 3 20.00 22465 39.7 42.8 57.2 30 - 70

4 10.00 12937 25.2 75.9 24.1 10 - 35 4 10.00 21948 38.8 81.6 18.4 10 - 35

5 4.75 10974 21.3 97.2 2.8 0 - 5 5 4.75 8319 14.7 96.3 3.7 0 - 5

6 Pan 1432 2.8 100.0 0.0 6 Pan 2078 3.7 100.0 0.0

NIL NIL NIL NIL

54338 gm 57325 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26996 49.7 49.7 50.3 30 - 70 3 20.00 26260 45.8 45.8 54.2 30 - 70

4 10.00 16768 30.9 80.5 19.5 10 - 35 4 10.00 19483 34.0 79.8 20.2 10 - 35

5 4.75 8831 16.3 96.8 3.2 0 - 5 5 4.75 9649 16.8 96.6 3.4 0 - 5

6 Pan 1743 3.2 100.0 0.0 6 Pan 1933 3.4 100.0 0.0

NIL NIL NIL NIL

52677 gm 58990 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2394 4.1 4.1 95.9 95 -100

3 20.00 24677 46.8 46.8 53.2 30 - 70 3 20.00 29336 49.7 53.8 46.2 30 - 70

4 10.00 19549 37.1 84.0 16.0 10 - 35 4 10.00 16054 27.2 81.0 19.0 10 - 35

5 4.75 6667 12.7 96.6 3.4 0 - 5 5 4.75 9382 15.9 96.9 3.1 0 - 5

6 Pan 1784 3.4 100.0 0.0 6 Pan 1824 3.1 100.0 0.0

NIL NIL NIL NIL

58950 gm 56872 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1799 3.1 3.1 96.9 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23601 40.0 43.1 56.9 30 - 70 3 20.00 28756 50.6 50.6 49.4 30 - 70

4 10.00 22229 37.7 80.8 19.2 10 - 35 4 10.00 16068 28.3 78.8 21.2 10 - 35

5 4.75 9566 16.2 97.0 3.0 0 - 5 5 4.75 10314 18.1 97.0 3.0 0 - 5

6 Pan 1755 3.0 100.0 0.0 6 Pan 1734 3.0 100.0 0.0

NIL NIL NIL NIL

56730 gm 56356 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28670 50.5 50.5 49.5 30 - 70 3 20.00 30530 54.2 54.2 45.8 30 - 70

4 10.00 14609 25.8 76.3 23.7 10 - 35 4 10.00 11842 21.0 75.2 24.8 10 - 35

5 4.75 11514 20.3 96.6 3.4 0 - 5 5 4.75 12307 21.8 97.0 3.0 0 - 5

6 Pan 1937 3.4 100.0 0.0 6 Pan 1677 3.0 100.0 0.0

NIL NIL NIL NIL

52172 gm 50064 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1664 3.2 3.2 96.8 95 -100 2 40.00 2060 4.1 4.1 95.9 95 -100

3 20.00 25677 49.2 52.4 47.6 30 - 70 3 20.00 21296 42.5 46.7 53.3 30 - 70

4 10.00 13608 26.1 78.5 21.5 10 - 35 4 10.00 16486 32.9 79.6 20.4 10 - 35

5 4.75 9514 18.2 96.7 3.3 0 - 5 5 4.75 8874 17.7 97.3 2.7 0 - 5

6 Pan 1709 3.3 100.0 0.0 6 Pan 1348 2.7 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 58: Sieve Analysis of 40mm Aggregate For Concrete

56272 gm 53554 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 31323 55.7 55.7 44.3 30 - 70 3 20.00 25856 48.3 48.3 51.7 30 - 70

4 10.00 13690 24.3 80.0 20.0 10 - 35 4 10.00 14974 28.0 76.2 23.8 10 - 35

5 4.75 9503 16.9 96.9 3.1 0 - 5 5 4.75 11280 21.1 97.3 2.7 0 - 5

6 Pan 1756 3.1 100.0 0.0 6 Pan 1444 2.7 100.0 0.0

NIL NIL NIL NIL

52729 gm 54730 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1402 2.7 2.7 97.3 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24409 46.3 49.0 51.0 30 - 70 3 20.00 25252 46.1 46.1 53.9 30 - 70

4 10.00 14154 26.8 75.8 24.2 10 - 35 4 10.00 19344 35.3 81.5 18.5 10 - 35

5 4.75 11282 21.4 97.2 2.8 0 - 5 5 4.75 8548 15.6 97.1 2.9 0 - 5

6 Pan 1482 2.8 100.0 0.0 6 Pan 1586 2.9 100.0 0.0

NIL NIL NIL NIL

51225 gm 59644 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1499 2.9 2.9 97.1 95 -100 2 40.00 2242 3.8 3.8 96.2 95 -100

3 20.00 27125 53.0 55.9 44.1 30 - 70 3 20.00 24055 40.3 44.1 55.9 30 - 70

4 10.00 12747 24.9 80.8 19.2 10 - 35 4 10.00 19956 33.5 77.5 22.5 10 - 35

5 4.75 8460 16.5 97.3 2.7 0 - 5 5 4.75 11499 19.3 96.8 3.2 0 - 5

6 Pan 1394 2.7 100.0 0.0 6 Pan 1892 3.2 100.0 0.0

NIL NIL NIL NIL

53149 gm 57321 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1383 2.6 2.6 97.4 95 -100 2 40.00 1791 3.1 3.1 96.9 95 -100

3 20.00 25372 47.7 50.3 49.7 30 - 70 3 20.00 28458 49.6 52.8 47.2 30 - 70

4 10.00 16222 30.5 80.9 19.1 10 - 35 4 10.00 16494 28.8 81.5 18.5 10 - 35

5 4.75 8550 16.1 96.9 3.1 0 - 5 5 4.75 8564 14.9 96.5 3.5 0 - 5

6 Pan 1622 3.1 100.0 0.0 6 Pan 2014 3.5 100.0 0.0

NIL NIL NIL NIL

54947 gm 51730 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1328 2.6 2.6 97.4 95 -100

3 20.00 26332 47.9 47.9 52.1 30 - 70 3 20.00 23055 44.6 47.1 52.9 30 - 70

4 10.00 16056 29.2 77.1 22.9 10 - 35 4 10.00 16478 31.9 79.0 21.0 10 - 35

5 4.75 11073 20.2 97.3 2.7 0 - 5 5 4.75 9062 17.5 96.5 3.5 0 - 5

6 Pan 1486 2.7 100.0 0.0 6 Pan 1807 3.5 100.0 0.0

NIL NIL NIL NIL

57450 gm 51917 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29783 51.8 51.8 48.2 30 - 70 3 20.00 23376 45.0 45.0 55.0 30 - 70

4 10.00 13615 23.7 75.5 24.5 10 - 35 4 10.00 19195 37.0 82.0 18.0 10 - 35

5 4.75 12210 21.3 96.8 3.2 0 - 5 5 4.75 7808 15.0 97.0 3.0 0 - 5

6 Pan 1842 3.2 100.0 0.0 6 Pan 1538 3.0 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 59: Sieve Analysis of 40mm Aggregate For Concrete

58175 gm 55892 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2118 3.6 3.6 96.4 95 -100 2 40.00 2182 3.9 3.9 96.1 95 -100

3 20.00 28349 48.7 52.4 47.6 30 - 70 3 20.00 28037 50.2 54.1 45.9 30 - 70

4 10.00 17463 30.0 82.4 17.6 10 - 35 4 10.00 13428 24.0 78.1 21.9 10 - 35

5 4.75 8433 14.5 96.9 3.1 0 - 5 5 4.75 10557 18.9 97.0 3.0 0 - 5

6 Pan 1812 3.1 100.0 0.0 6 Pan 1688 3.0 100.0 0.0

NIL NIL NIL NIL

54111 gm 57112 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27121 50.1 50.1 49.9 30 - 70 3 20.00 32216 56.4 56.4 43.6 30 - 70

4 10.00 17371 32.1 82.2 17.8 10 - 35 4 10.00 13078 22.9 79.3 20.7 10 - 35

5 4.75 7844 14.5 96.7 3.3 0 - 5 5 4.75 10199 17.9 97.2 2.8 0 - 5

6 Pan 1775 3.3 100.0 0.0 6 Pan 1619 2.8 100.0 0.0

NIL NIL NIL NIL

50427 gm 51074 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 20898 41.4 41.4 58.6 30 - 70 3 20.00 28079 55.0 55.0 45.0 30 - 70

4 10.00 17384 34.5 75.9 24.1 10 - 35 4 10.00 11861 23.2 78.2 21.8 10 - 35

5 4.75 10403 20.6 96.5 3.5 0 - 5 5 4.75 9676 18.9 97.1 2.9 0 - 5

6 Pan 1742 3.5 100.0 0.0 6 Pan 1458 2.9 100.0 0.0

NIL NIL NIL NIL

51312 gm 54227 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24095 47.0 47.0 53.0 30 - 70 3 20.00 29995 55.3 55.3 44.7 30 - 70

4 10.00 17509 34.1 81.1 18.9 10 - 35 4 10.00 12970 23.9 79.2 20.8 10 - 35

5 4.75 8105 15.8 96.9 3.1 0 - 5 5 4.75 9592 17.7 96.9 3.1 0 - 5

6 Pan 1603 3.1 100.0 0.0 6 Pan 1670 3.1 100.0 0.0

NIL NIL NIL NIL

58998 gm 55373 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2086 3.5 3.5 96.5 95 -100 2 40.00 2174 3.9 3.9 96.1 95 -100

3 20.00 26582 45.1 48.6 51.4 30 - 70 3 20.00 28177 50.9 54.8 45.2 30 - 70

4 10.00 19025 32.2 80.8 19.2 10 - 35 4 10.00 11053 20.0 74.8 25.2 10 - 35

5 4.75 9508 16.1 97.0 3.0 0 - 5 5 4.75 12310 22.2 97.0 3.0 0 - 5

6 Pan 1797 3.0 100.0 0.0 6 Pan 1659 3.0 100.0 0.0

NIL NIL NIL NIL

58182 gm 54580 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 32897 56.5 56.5 43.5 30 - 70 3 20.00 28307 51.9 51.9 48.1 30 - 70

4 10.00 12996 22.3 78.9 21.1 10 - 35 4 10.00 17164 31.4 83.3 16.7 10 - 35

5 4.75 10435 17.9 96.8 3.2 0 - 5 5 4.75 7434 13.6 96.9 3.1 0 - 5

6 Pan 1854 3.2 100.0 0.0 6 Pan 1675 3.1 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 60: Sieve Analysis of 40mm Aggregate For Concrete

58454 gm 58090 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1854 3.2 3.2 96.8 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29155 49.9 53.0 47.0 30 - 70 3 20.00 32293 55.6 55.6 44.4 30 - 70

4 10.00 18601 31.8 84.9 15.1 10 - 35 4 10.00 12589 21.7 77.3 22.7 10 - 35

5 4.75 6904 11.8 96.7 3.3 0 - 5 5 4.75 11468 19.7 97.0 3.0 0 - 5

6 Pan 1940 3.3 100.0 0.0 6 Pan 1740 3.0 100.0 0.0

NIL NIL NIL NIL

56929 gm 53979 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28750 50.5 50.5 49.5 30 - 70 3 20.00 27939 51.8 51.8 48.2 30 - 70

4 10.00 11579 20.3 70.8 29.2 10 - 35 4 10.00 17767 32.9 84.7 15.3 10 - 35

5 4.75 15063 26.5 97.3 2.7 0 - 5 5 4.75 6572 12.2 96.8 3.2 0 - 5

6 Pan 1537 2.7 100.0 0.0 6 Pan 1701 3.2 100.0 0.0

NIL NIL NIL NIL

56019 gm 56690 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2225 4.0 4.0 96.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27628 49.3 53.3 46.7 30 - 70 3 20.00 30044 53.0 53.0 47.0 30 - 70

4 10.00 13815 24.7 78.0 22.0 10 - 35 4 10.00 18607 32.8 85.8 14.2 10 - 35

5 4.75 10702 19.1 97.1 2.9 0 - 5 5 4.75 6538 11.5 97.4 2.6 0 - 5

6 Pan 1649 2.9 100.0 0.0 6 Pan 1501 2.6 100.0 0.0

NIL NIL NIL NIL

59599 gm 54575 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1941 3.3 3.3 96.7 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29125 48.9 52.1 47.9 30 - 70 3 20.00 27519 50.4 50.4 49.6 30 - 70

4 10.00 16254 27.3 79.4 20.6 10 - 35 4 10.00 13963 25.6 76.0 24.0 10 - 35

5 4.75 10516 17.6 97.0 3.0 0 - 5 5 4.75 11469 21.0 97.0 3.0 0 - 5

6 Pan 1763 3.0 100.0 0.0 6 Pan 1624 3.0 100.0 0.0

NIL NIL NIL NIL

50048 gm 51698 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1884 3.6 3.6 96.4 95 -100

3 20.00 22411 44.8 44.8 55.2 30 - 70 3 20.00 22707 43.9 47.6 52.4 30 - 70

4 10.00 18429 36.8 81.6 18.4 10 - 35 4 10.00 17103 33.1 80.6 19.4 10 - 35

5 4.75 7706 15.4 97.0 3.0 0 - 5 5 4.75 8763 17.0 97.6 2.4 0 - 5

6 Pan 1502 3.0 100.0 0.0 6 Pan 1241 2.4 100.0 0.0

NIL NIL NIL NIL

56343 gm 52636 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 33268 59.0 59.0 41.0 30 - 70 3 20.00 28629 54.4 54.4 45.6 30 - 70

4 10.00 9772 17.3 76.4 23.6 10 - 35 4 10.00 12823 24.4 78.8 21.2 10 - 35

5 4.75 11657 20.7 97.1 2.9 0 - 5 5 4.75 9804 18.6 97.4 2.6 0 - 5

6 Pan 1646 2.9 100.0 0.0 6 Pan 1380 2.6 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 61: Sieve Analysis of 40mm Aggregate For Concrete

53897 gm 50123 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29156 54.1 54.1 45.9 30 - 70 3 20.00 17801 35.5 35.5 64.5 30 - 70

4 10.00 12927 24.0 78.1 21.9 10 - 35 4 10.00 22678 45.2 80.8 19.2 10 - 35

5 4.75 9982 18.5 96.6 3.4 0 - 5 5 4.75 8068 16.1 96.9 3.1 0 - 5

6 Pan 1832 3.4 100.0 0.0 6 Pan 1576 3.1 100.0 0.0

NIL NIL NIL NIL

55071 gm 56666 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23261 42.2 42.2 57.8 30 - 70 3 20.00 31479 55.6 55.6 44.4 30 - 70

4 10.00 21688 39.4 81.6 18.4 10 - 35 4 10.00 15184 26.8 82.3 17.7 10 - 35

5 4.75 8494 15.4 97.0 3.0 0 - 5 5 4.75 8322 14.7 97.0 3.0 0 - 5

6 Pan 1628 3.0 100.0 0.0 6 Pan 1681 3.0 100.0 0.0

NIL NIL NIL NIL

56807 gm 59905 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1938 3.2 3.2 96.8 95 -100

3 20.00 32768 57.7 57.7 42.3 30 - 70 3 20.00 27337 45.6 48.9 51.1 30 - 70

4 10.00 10835 19.1 76.8 23.2 10 - 35 4 10.00 18570 31.0 79.9 20.1 10 - 35

5 4.75 11395 20.1 96.8 3.2 0 - 5 5 4.75 10278 17.2 97.0 3.0 0 - 5

6 Pan 1809 3.2 100.0 0.0 6 Pan 1782 3.0 100.0 0.0

NIL NIL NIL NIL

51888 gm 58856 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2231 3.8 3.8 96.2 95 -100

3 20.00 27853 53.7 53.7 46.3 30 - 70 3 20.00 23715 40.3 44.1 55.9 30 - 70

4 10.00 15405 29.7 83.4 16.6 10 - 35 4 10.00 17484 29.7 73.8 26.2 10 - 35

5 4.75 7228 13.9 97.3 2.7 0 - 5 5 4.75 13622 23.1 96.9 3.1 0 - 5

6 Pan 1402 2.7 100.0 0.0 6 Pan 1804 3.1 100.0 0.0

NIL NIL NIL NIL

58729 gm 57975 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27734 47.2 47.2 52.8 30 - 70 3 20.00 28687 49.5 49.5 50.5 30 - 70

4 10.00 13632 23.2 70.4 29.6 10 - 35 4 10.00 20358 35.1 84.6 15.4 10 - 35

5 4.75 15254 26.0 96.4 3.6 0 - 5 5 4.75 7300 12.6 97.2 2.8 0 - 5

6 Pan 2109 3.6 100.0 0.0 6 Pan 1630 2.8 100.0 0.0

NIL NIL NIL NIL

54685 gm 50136 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27778 50.8 50.8 49.2 30 - 70 3 20.00 22479 44.8 44.8 55.2 30 - 70

4 10.00 14409 26.3 77.1 22.9 10 - 35 4 10.00 17094 34.1 78.9 21.1 10 - 35

5 4.75 10865 19.9 97.0 3.0 0 - 5 5 4.75 8866 17.7 96.6 3.4 0 - 5

6 Pan 1633 3.0 100.0 0.0 6 Pan 1697 3.4 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 62: Sieve Analysis of 40mm Aggregate For Concrete

56945 gm 52584 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2370 4.2 4.2 95.8 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24008 42.2 46.3 53.7 30 - 70 3 20.00 22319 42.4 42.4 57.6 30 - 70

4 10.00 17856 31.4 77.7 22.3 10 - 35 4 10.00 18880 35.9 78.3 21.7 10 - 35

5 4.75 11144 19.6 97.2 2.8 0 - 5 5 4.75 10079 19.2 97.5 2.5 0 - 5

6 Pan 1567 2.8 100.0 0.0 6 Pan 1306 2.5 100.0 0.0

NIL NIL NIL NIL

55978 gm 52269 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2180 3.9 3.9 96.1 95 -100 2 40.00 1624 3.1 3.1 96.9 95 -100

3 20.00 25443 45.5 49.3 50.7 30 - 70 3 20.00 27617 52.8 55.9 44.1 30 - 70

4 10.00 16383 29.3 78.6 21.4 10 - 35 4 10.00 9975 19.1 75.0 25.0 10 - 35

5 4.75 10311 18.4 97.0 3.0 0 - 5 5 4.75 11308 21.6 96.7 3.3 0 - 5

6 Pan 1661 3.0 100.0 0.0 6 Pan 1745 3.3 100.0 0.0

NIL NIL NIL NIL

52786 gm 52458 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2423 4.6 4.6 95.4 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23687 44.9 49.5 50.5 30 - 70 3 20.00 24937 47.5 47.5 52.5 30 - 70

4 10.00 15306 29.0 78.5 21.5 10 - 35 4 10.00 12818 24.4 72.0 28.0 10 - 35

5 4.75 9949 18.8 97.3 2.7 0 - 5 5 4.75 12990 24.8 96.7 3.3 0 - 5

6 Pan 1421 2.7 100.0 0.0 6 Pan 1713 3.3 100.0 0.0

NIL NIL NIL NIL

54225 gm 54910 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2039 3.8 3.8 96.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22871 42.2 45.9 54.1 30 - 70 3 20.00 29278 53.3 53.3 46.7 30 - 70

4 10.00 19332 35.7 81.6 18.4 10 - 35 4 10.00 15591 28.4 81.7 18.3 10 - 35

5 4.75 8714 16.1 97.7 2.3 0 - 5 5 4.75 8342 15.2 96.9 3.1 0 - 5

6 Pan 1269 2.3 100.0 0.0 6 Pan 1699 3.1 100.0 0.0

NIL NIL NIL NIL

51935 gm 50083 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1885 3.8 3.8 96.2 95 -100

3 20.00 23202 44.7 44.7 55.3 30 - 70 3 20.00 17224 34.4 38.2 61.8 30 - 70

4 10.00 17994 34.6 79.3 20.7 10 - 35 4 10.00 19111 38.2 76.3 23.7 10 - 35

5 4.75 9022 17.4 96.7 3.3 0 - 5 5 4.75 10375 20.7 97.0 3.0 0 - 5

6 Pan 1717 3.3 100.0 0.0 6 Pan 1488 3.0 100.0 0.0

NIL NIL NIL NIL

53710 gm 51520 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25741 47.9 47.9 52.1 30 - 70 3 20.00 30031 58.3 58.3 41.7 30 - 70

4 10.00 16223 30.2 78.1 21.9 10 - 35 4 10.00 10003 19.4 77.7 22.3 10 - 35

5 4.75 9785 18.2 96.3 3.7 0 - 5 5 4.75 10152 19.7 97.4 2.6 0 - 5

6 Pan 1961 3.7 100.0 0.0 6 Pan 1334 2.6 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 63: Sieve Analysis of 40mm Aggregate For Concrete

53870 gm 59367 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2098 3.9 3.9 96.1 95 -100 2 40.00 2349 4.0 4.0 96.0 95 -100

3 20.00 24804 46.0 49.9 50.1 30 - 70 3 20.00 22268 37.5 41.5 58.5 30 - 70

4 10.00 12909 24.0 73.9 26.1 10 - 35 4 10.00 24717 41.6 83.1 16.9 10 - 35

5 4.75 12315 22.9 96.8 3.2 0 - 5 5 4.75 8191 13.8 96.9 3.1 0 - 5

6 Pan 1744 3.2 100.0 0.0 6 Pan 1842 3.1 100.0 0.0

NIL NIL NIL NIL

52665 gm 50519 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1856 3.5 3.5 96.5 95 -100 2 40.00 1711 3.4 3.4 96.6 95 -100

3 20.00 25695 48.8 52.3 47.7 30 - 70 3 20.00 25221 49.9 53.3 46.7 30 - 70

4 10.00 12190 23.1 75.5 24.5 10 - 35 4 10.00 12488 24.7 78.0 22.0 10 - 35

5 4.75 11452 21.7 97.2 2.8 0 - 5 5 4.75 9705 19.2 97.2 2.8 0 - 5

6 Pan 1472 2.8 100.0 0.0 6 Pan 1394 2.8 100.0 0.0

NIL NIL NIL NIL

52705 gm 50667 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1678 3.2 3.2 96.8 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25555 48.5 51.7 48.3 30 - 70 3 20.00 29400 58.0 58.0 42.0 30 - 70

4 10.00 13128 24.9 76.6 23.4 10 - 35 4 10.00 12269 24.2 82.2 17.8 10 - 35

5 4.75 10956 20.8 97.4 2.6 0 - 5 5 4.75 7440 14.7 96.9 3.1 0 - 5

6 Pan 1388 2.6 100.0 0.0 6 Pan 1558 3.1 100.0 0.0

NIL NIL NIL NIL

52879 gm 57515 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1862 3.5 3.5 96.5 95 -100 2 40.00 1422 2.5 2.5 97.5 95 -100

3 20.00 26535 50.2 53.7 46.3 30 - 70 3 20.00 28903 50.3 52.7 47.3 30 - 70

4 10.00 14555 27.5 81.2 18.8 10 - 35 4 10.00 13152 22.9 75.6 24.4 10 - 35

5 4.75 8227 15.6 96.8 3.2 0 - 5 5 4.75 12128 21.1 96.7 3.3 0 - 5

6 Pan 1700 3.2 100.0 0.0 6 Pan 1910 3.3 100.0 0.0

NIL NIL NIL NIL

58995 gm 51319 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1452 2.5 2.5 97.5 95 -100 2 40.00 1931 3.8 3.8 96.2 95 -100

3 20.00 31955 54.2 56.6 43.4 30 - 70 3 20.00 24465 47.7 51.4 48.6 30 - 70

4 10.00 11917 20.2 76.8 23.2 10 - 35 4 10.00 12735 24.8 76.3 23.7 10 - 35

5 4.75 11803 20.0 96.8 3.2 0 - 5 5 4.75 10299 20.1 96.3 3.7 0 - 5

6 Pan 1868 3.2 100.0 0.0 6 Pan 1889 3.7 100.0 0.0

NIL NIL NIL NIL

52247 gm 51868 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2165 4.2 4.2 95.8 95 -100

3 20.00 27963 53.5 53.5 46.5 30 - 70 3 20.00 26709 51.5 55.7 44.3 30 - 70

4 10.00 13423 25.7 79.2 20.8 10 - 35 4 10.00 13585 26.2 81.9 18.1 10 - 35

5 4.75 9446 18.1 97.3 2.7 0 - 5 5 4.75 7644 14.7 96.6 3.4 0 - 5

6 Pan 1415 2.7 100.0 0.0 6 Pan 1765 3.4 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 64: Sieve Analysis of 40mm Aggregate For Concrete

58927 gm 58035 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30657 52.0 52.0 48.0 30 - 70 3 20.00 30971 53.4 53.4 46.6 30 - 70

4 10.00 16104 27.3 79.4 20.6 10 - 35 4 10.00 14834 25.6 78.9 21.1 10 - 35

5 4.75 10540 17.9 97.2 2.8 0 - 5 5 4.75 10292 17.7 96.7 3.3 0 - 5

6 Pan 1626 2.8 100.0 0.0 6 Pan 1938 3.3 100.0 0.0

NIL NIL NIL NIL

57242 gm 59746 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1807 3.2 3.2 96.8 95 -100 2 40.00 1845 3.1 3.1 96.9 95 -100

3 20.00 27933 48.8 52.0 48.0 30 - 70 3 20.00 27104 45.4 48.5 51.5 30 - 70

4 10.00 13809 24.1 76.1 23.9 10 - 35 4 10.00 19249 32.2 80.7 19.3 10 - 35

5 4.75 11891 20.8 96.9 3.1 0 - 5 5 4.75 9883 16.5 97.2 2.8 0 - 5

6 Pan 1802 3.1 100.0 0.0 6 Pan 1665 2.8 100.0 0.0

NIL NIL NIL NIL

58281 gm 55627 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30710 52.7 52.7 47.3 30 - 70 3 20.00 24959 44.9 44.9 55.1 30 - 70

4 10.00 13640 23.4 76.1 23.9 10 - 35 4 10.00 21518 38.7 83.6 16.4 10 - 35

5 4.75 12109 20.8 96.9 3.1 0 - 5 5 4.75 7603 13.7 97.2 2.8 0 - 5

6 Pan 1822 3.1 100.0 0.0 6 Pan 1547 2.8 100.0 0.0

NIL NIL NIL NIL

53967 gm 58401 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1743 3.2 3.2 96.8 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23522 43.6 46.8 53.2 30 - 70 3 20.00 25978 44.5 44.5 55.5 30 - 70

4 10.00 14834 27.5 74.3 25.7 10 - 35 4 10.00 22893 39.2 83.7 16.3 10 - 35

5 4.75 12390 23.0 97.3 2.7 0 - 5 5 4.75 7617 13.0 96.7 3.3 0 - 5

6 Pan 1478 2.7 100.0 0.0 6 Pan 1913 3.3 100.0 0.0

NIL NIL NIL NIL

53840 gm 59856 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1750 3.3 3.3 96.7 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29012 53.9 57.1 42.9 30 - 70 3 20.00 31394 52.4 52.4 47.6 30 - 70

4 10.00 10783 20.0 77.2 22.8 10 - 35 4 10.00 18701 31.2 83.7 16.3 10 - 35

5 4.75 10625 19.7 96.9 3.1 0 - 5 5 4.75 7744 12.9 96.6 3.4 0 - 5

6 Pan 1670 3.1 100.0 0.0 6 Pan 2017 3.4 100.0 0.0

NIL NIL NIL NIL

52915 gm 58204 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2210 3.8 3.8 96.2 95 -100

3 20.00 31954 60.4 60.4 39.6 30 - 70 3 20.00 28789 49.5 53.3 46.7 30 - 70

4 10.00 9665 18.3 78.7 21.3 10 - 35 4 10.00 14295 24.6 77.8 22.2 10 - 35

5 4.75 9515 18.0 96.6 3.4 0 - 5 5 4.75 10920 18.8 96.6 3.4 0 - 5

6 Pan 1781 3.4 100.0 0.0 6 Pan 1990 3.4 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 65: Sieve Analysis of 40mm Aggregate For Concrete

54617 gm 52447 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2063 3.9 3.9 96.1 95 -100

3 20.00 30432 55.7 55.7 44.3 30 - 70 3 20.00 26499 50.5 54.5 45.5 30 - 70

4 10.00 10620 19.4 75.2 24.8 10 - 35 4 10.00 10156 19.4 73.8 26.2 10 - 35

5 4.75 11666 21.4 96.5 3.5 0 - 5 5 4.75 12212 23.3 97.1 2.9 0 - 5

6 Pan 1899 3.5 100.0 0.0 6 Pan 1517 2.9 100.0 0.0

NIL NIL NIL NIL

55595 gm 51599 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2023 3.6 3.6 96.4 95 -100 2 40.00 1802 3.5 3.5 96.5 95 -100

3 20.00 24254 43.6 47.3 52.7 30 - 70 3 20.00 21656 42.0 45.5 54.5 30 - 70

4 10.00 18029 32.4 79.7 20.3 10 - 35 4 10.00 18795 36.4 81.9 18.1 10 - 35

5 4.75 9412 16.9 96.6 3.4 0 - 5 5 4.75 7855 15.2 97.1 2.9 0 - 5

6 Pan 1877 3.4 100.0 0.0 6 Pan 1491 2.9 100.0 0.0

NIL NIL NIL NIL

51751 gm 52813 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29326 56.7 56.7 43.3 30 - 70 3 20.00 24454 46.3 46.3 53.7 30 - 70

4 10.00 11764 22.7 79.4 20.6 10 - 35 4 10.00 17772 33.7 80.0 20.0 10 - 35

5 4.75 9361 18.1 97.5 2.5 0 - 5 5 4.75 9028 17.1 97.0 3.0 0 - 5

6 Pan 1300 2.5 100.0 0.0 6 Pan 1559 3.0 100.0 0.0

NIL NIL NIL NIL

56025 gm 59416 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2439 4.4 4.4 95.6 95 -100 2 40.00 2162 3.6 3.6 96.4 95 -100

3 20.00 23794 42.5 46.8 53.2 30 - 70 3 20.00 25044 42.2 45.8 54.2 30 - 70

4 10.00 16617 29.7 76.5 23.5 10 - 35 4 10.00 15837 26.7 72.4 27.6 10 - 35

5 4.75 11174 19.9 96.4 3.6 0 - 5 5 4.75 14415 24.3 96.7 3.3 0 - 5

6 Pan 2001 3.6 100.0 0.0 6 Pan 1958 3.3 100.0 0.0

NIL NIL NIL NIL

54765 gm 59648 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2325 4.2 4.2 95.8 95 -100 2 40.00 2021 3.4 3.4 96.6 95 -100

3 20.00 23841 43.5 47.8 52.2 30 - 70 3 20.00 31018 52.0 55.4 44.6 30 - 70

4 10.00 16525 30.2 78.0 22.0 10 - 35 4 10.00 13902 23.3 78.7 21.3 10 - 35

5 4.75 10374 18.9 96.9 3.1 0 - 5 5 4.75 10943 18.3 97.0 3.0 0 - 5

6 Pan 1700 3.1 100.0 0.0 6 Pan 1764 3.0 100.0 0.0

NIL NIL NIL NIL

51555 gm 57435 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1591 3.1 3.1 96.9 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26846 52.1 55.2 44.8 30 - 70 3 20.00 25557 44.5 44.5 55.5 30 - 70

4 10.00 10369 20.1 75.3 24.7 10 - 35 4 10.00 21016 36.6 81.1 18.9 10 - 35

5 4.75 11121 21.6 96.8 3.2 0 - 5 5 4.75 9001 15.7 96.8 3.2 0 - 5

6 Pan 1628 3.2 100.0 0.0 6 Pan 1861 3.2 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 66: Sieve Analysis of 40mm Aggregate For Concrete

57791 gm 59300 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2019 3.5 3.5 96.5 95 -100 2 40.00 2374 4.0 4.0 96.0 95 -100

3 20.00 24379 42.2 45.7 54.3 30 - 70 3 20.00 27083 45.7 49.7 50.3 30 - 70

4 10.00 20232 35.0 80.7 19.3 10 - 35 4 10.00 19464 32.8 82.5 17.5 10 - 35

5 4.75 9297 16.1 96.8 3.2 0 - 5 5 4.75 8717 14.7 97.2 2.8 0 - 5

6 Pan 1864 3.2 100.0 0.0 6 Pan 1662 2.8 100.0 0.0

NIL NIL NIL NIL

59953 gm 52388 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1624 3.1 3.1 96.9 95 -100

3 20.00 32450 54.1 54.1 45.9 30 - 70 3 20.00 21242 40.5 43.6 56.4 30 - 70

4 10.00 14468 24.1 78.3 21.7 10 - 35 4 10.00 16956 32.4 76.0 24.0 10 - 35

5 4.75 11268 18.8 97.1 2.9 0 - 5 5 4.75 11105 21.2 97.2 2.8 0 - 5

6 Pan 1767 2.9 100.0 0.0 6 Pan 1461 2.8 100.0 0.0

NIL NIL NIL NIL

51981 gm 55721 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25434 48.9 48.9 51.1 30 - 70 3 20.00 22461 40.3 40.3 59.7 30 - 70

4 10.00 14687 28.3 77.2 22.8 10 - 35 4 10.00 19231 34.5 74.8 25.2 10 - 35

5 4.75 10180 19.6 96.8 3.2 0 - 5 5 4.75 12441 22.3 97.2 2.8 0 - 5

6 Pan 1680 3.2 100.0 0.0 6 Pan 1588 2.8 100.0 0.0

NIL NIL NIL NIL

54312 gm 53069 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22084 40.7 40.7 59.3 30 - 70 3 20.00 27614 52.0 52.0 48.0 30 - 70

4 10.00 20402 37.6 78.2 21.8 10 - 35 4 10.00 13016 24.5 76.6 23.4 10 - 35

5 4.75 10182 18.7 97.0 3.0 0 - 5 5 4.75 10963 20.7 97.2 2.8 0 - 5

6 Pan 1644 3.0 100.0 0.0 6 Pan 1476 2.8 100.0 0.0

NIL NIL NIL NIL

57171 gm 50019 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1573 2.8 2.8 97.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29636 51.8 54.6 45.4 30 - 70 3 20.00 27906 55.8 55.8 44.2 30 - 70

4 10.00 14716 25.7 80.3 19.7 10 - 35 4 10.00 11329 22.6 78.4 21.6 10 - 35

5 4.75 9531 16.7 97.0 3.0 0 - 5 5 4.75 9184 18.4 96.8 3.2 0 - 5

6 Pan 1715 3.0 100.0 0.0 6 Pan 1600 3.2 100.0 0.0

NIL NIL NIL NIL

51234 gm 58822 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2144 4.2 4.2 95.8 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23709 46.3 50.5 49.5 30 - 70 3 20.00 26793 45.5 45.5 54.5 30 - 70

4 10.00 9957 19.4 69.9 30.1 10 - 35 4 10.00 18881 32.1 77.6 22.4 10 - 35

5 4.75 13977 27.3 97.2 2.8 0 - 5 5 4.75 11536 19.6 97.3 2.7 0 - 5

6 Pan 1447 2.8 100.0 0.0 6 Pan 1612 2.7 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 67: Sieve Analysis of 40mm Aggregate For Concrete

51144 gm 52677 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1580 3.1 3.1 96.9 95 -100 2 40.00 1955 3.7 3.7 96.3 95 -100

3 20.00 23727 46.4 49.5 50.5 30 - 70 3 20.00 25963 49.3 53.0 47.0 30 - 70

4 10.00 15969 31.2 80.7 19.3 10 - 35 4 10.00 14189 26.9 79.9 20.1 10 - 35

5 4.75 8493 16.6 97.3 2.7 0 - 5 5 4.75 9171 17.4 97.3 2.7 0 - 5

6 Pan 1375 2.7 100.0 0.0 6 Pan 1399 2.7 100.0 0.0

NIL NIL NIL NIL

51155 gm 50517 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1641 3.2 3.2 96.8 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23817 46.6 49.8 50.2 30 - 70 3 20.00 25384 50.2 50.2 49.8 30 - 70

4 10.00 16551 32.4 82.1 17.9 10 - 35 4 10.00 16478 32.6 82.9 17.1 10 - 35

5 4.75 7516 14.7 96.8 3.2 0 - 5 5 4.75 7267 14.4 97.3 2.7 0 - 5

6 Pan 1630 3.2 100.0 0.0 6 Pan 1388 2.7 100.0 0.0

NIL NIL NIL NIL

58664 gm 54480 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2649 4.5 4.5 95.5 95 -100 2 40.00 1884 3.5 3.5 96.5 95 -100

3 20.00 31330 53.4 57.9 42.1 30 - 70 3 20.00 23377 42.9 46.4 53.6 30 - 70

4 10.00 12098 20.6 78.5 21.5 10 - 35 4 10.00 15703 28.8 75.2 24.8 10 - 35

5 4.75 10805 18.4 97.0 3.0 0 - 5 5 4.75 12060 22.1 97.3 2.7 0 - 5

6 Pan 1782 3.0 100.0 0.0 6 Pan 1456 2.7 100.0 0.0

NIL NIL NIL NIL

58489 gm 54677 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1945 3.3 3.3 96.7 95 -100 2 40.00 1642 3.0 3.0 97.0 95 -100

3 20.00 30570 52.3 55.6 44.4 30 - 70 3 20.00 32921 60.2 63.2 36.8 30 - 70

4 10.00 15450 26.4 82.0 18.0 10 - 35 4 10.00 8228 15.0 78.3 21.7 10 - 35

5 4.75 8475 14.5 96.5 3.5 0 - 5 5 4.75 10205 18.7 96.9 3.1 0 - 5

6 Pan 2049 3.5 100.0 0.0 6 Pan 1681 3.1 100.0 0.0

NIL NIL NIL NIL

52734 gm 51777 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1682 3.2 3.2 96.8 95 -100 2 40.00 1964 3.8 3.8 96.2 95 -100

3 20.00 28173 53.4 56.6 43.4 30 - 70 3 20.00 22836 44.1 47.9 52.1 30 - 70

4 10.00 10788 20.5 77.1 22.9 10 - 35 4 10.00 16834 32.5 80.4 19.6 10 - 35

5 4.75 10663 20.2 97.3 2.7 0 - 5 5 4.75 8571 16.6 97.0 3.0 0 - 5

6 Pan 1428 2.7 100.0 0.0 6 Pan 1572 3.0 100.0 0.0

NIL NIL NIL NIL

55116 gm 51051 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28400 51.5 51.5 48.5 30 - 70 3 20.00 24415 47.8 47.8 52.2 30 - 70

4 10.00 17242 31.3 82.8 17.2 10 - 35 4 10.00 14786 29.0 76.8 23.2 10 - 35

5 4.75 7543 13.7 96.5 3.5 0 - 5 5 4.75 10293 20.2 97.0 3.0 0 - 5

6 Pan 1931 3.5 100.0 0.0 6 Pan 1557 3.0 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 68: Sieve Analysis of 40mm Aggregate For Concrete

57348 gm 54244 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 32421 56.5 56.5 43.5 30 - 70 3 20.00 25651 47.3 47.3 52.7 30 - 70

4 10.00 18792 32.8 89.3 10.7 10 - 35 4 10.00 16984 31.3 78.6 21.4 10 - 35

5 4.75 4371 7.6 96.9 3.1 0 - 5 5 4.75 9913 18.3 96.9 3.1 0 - 5

6 Pan 1764 3.1 100.0 0.0 6 Pan 1696 3.1 100.0 0.0

NIL NIL NIL NIL

51786 gm 54351 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2134 3.9 3.9 96.1 95 -100

3 20.00 24891 48.1 48.1 51.9 30 - 70 3 20.00 24701 45.4 49.4 50.6 30 - 70

4 10.00 14293 27.6 75.7 24.3 10 - 35 4 10.00 14126 26.0 75.4 24.6 10 - 35

5 4.75 11322 21.9 97.5 2.5 0 - 5 5 4.75 11641 21.4 96.8 3.2 0 - 5

6 Pan 1280 2.5 100.0 0.0 6 Pan 1749 3.2 100.0 0.0

NIL NIL NIL NIL

53163 gm 59189 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28529 53.7 53.7 46.3 30 - 70 3 20.00 28752 48.6 48.6 51.4 30 - 70

4 10.00 14543 27.4 81.0 19.0 10 - 35 4 10.00 15527 26.2 74.8 25.2 10 - 35

5 4.75 8565 16.1 97.1 2.9 0 - 5 5 4.75 13376 22.6 97.4 2.6 0 - 5

6 Pan 1526 2.9 100.0 0.0 6 Pan 1534 2.6 100.0 0.0

NIL NIL NIL NIL

58152 gm 52881 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25231 43.4 43.4 56.6 30 - 70 3 20.00 24741 46.8 46.8 53.2 30 - 70

4 10.00 20549 35.3 78.7 21.3 10 - 35 4 10.00 17247 32.6 79.4 20.6 10 - 35

5 4.75 10643 18.3 97.0 3.0 0 - 5 5 4.75 9313 17.6 97.0 3.0 0 - 5

6 Pan 1729 3.0 100.0 0.0 6 Pan 1580 3.0 100.0 0.0

NIL NIL NIL NIL

53744 gm 53848 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1087 2.0 2.0 98.0 95 -100 2 40.00 1638 3.0 3.0 97.0 95 -100

3 20.00 25626 47.7 49.7 50.3 30 - 70 3 20.00 26391 49.0 52.1 47.9 30 - 70

4 10.00 14369 26.7 76.4 23.6 10 - 35 4 10.00 13176 24.5 76.5 23.5 10 - 35

5 4.75 10802 20.1 96.5 3.5 0 - 5 5 4.75 11349 21.1 97.6 2.4 0 - 5

6 Pan 1860 3.5 100.0 0.0 6 Pan 1294 2.4 100.0 0.0

NIL NIL NIL NIL

51078 gm 57588 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22170 43.4 43.4 56.6 30 - 70 3 20.00 27134 47.1 47.1 52.9 30 - 70

4 10.00 15204 29.8 73.2 26.8 10 - 35 4 10.00 16505 28.7 75.8 24.2 10 - 35

5 4.75 12212 23.9 97.1 2.9 0 - 5 5 4.75 12130 21.1 96.8 3.2 0 - 5

6 Pan 1492 2.9 100.0 0.0 6 Pan 1819 3.2 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 69: Sieve Analysis of 40mm Aggregate For Concrete

51290 gm 52482 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2268 4.4 4.4 95.6 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 18664 36.4 40.8 59.2 30 - 70 3 20.00 26454 50.4 50.4 49.6 30 - 70

4 10.00 19747 38.5 79.3 20.7 10 - 35 4 10.00 18265 34.8 85.2 14.8 10 - 35

5 4.75 9110 17.8 97.1 2.9 0 - 5 5 4.75 5915 11.3 96.5 3.5 0 - 5

6 Pan 1501 2.9 100.0 0.0 6 Pan 1848 3.5 100.0 0.0

NIL NIL NIL NIL

56021 gm 58559 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2114 3.8 3.8 96.2 95 -100 2 40.00 1850 3.2 3.2 96.8 95 -100

3 20.00 26236 46.8 50.6 49.4 30 - 70 3 20.00 34011 58.1 61.2 38.8 30 - 70

4 10.00 16904 30.2 80.8 19.2 10 - 35 4 10.00 11478 19.6 80.8 19.2 10 - 35

5 4.75 8964 16.0 96.8 3.2 0 - 5 5 4.75 9839 16.8 97.6 2.4 0 - 5

6 Pan 1803 3.2 100.0 0.0 6 Pan 1381 2.4 100.0 0.0

NIL NIL NIL NIL

54615 gm 59284 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2204 4.0 4.0 96.0 95 -100 2 40.00 2176 3.7 3.7 96.3 95 -100

3 20.00 27204 49.8 53.8 46.2 30 - 70 3 20.00 29509 49.8 53.4 46.6 30 - 70

4 10.00 12869 23.6 77.4 22.6 10 - 35 4 10.00 18834 31.8 85.2 14.8 10 - 35

5 4.75 10282 18.8 96.2 3.8 0 - 5 5 4.75 6816 11.5 96.7 3.3 0 - 5

6 Pan 2056 3.8 100.0 0.0 6 Pan 1949 3.3 100.0 0.0

NIL NIL NIL NIL

59114 gm 52026 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1845 3.1 3.1 96.9 95 -100 2 40.00 1655 3.2 3.2 96.8 95 -100

3 20.00 31249 52.9 56.0 44.0 30 - 70 3 20.00 25574 49.2 52.3 47.7 30 - 70

4 10.00 15371 26.0 82.0 18.0 10 - 35 4 10.00 12667 24.3 76.7 23.3 10 - 35

5 4.75 8678 14.7 96.7 3.3 0 - 5 5 4.75 10810 20.8 97.5 2.5 0 - 5

6 Pan 1971 3.3 100.0 0.0 6 Pan 1320 2.5 100.0 0.0

NIL NIL NIL NIL

56819 gm 55250 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29102 51.2 51.2 48.8 30 - 70 3 20.00 28220 51.1 51.1 48.9 30 - 70

4 10.00 17063 30.0 81.2 18.8 10 - 35 4 10.00 17193 31.1 82.2 17.8 10 - 35

5 4.75 8813 15.5 96.8 3.2 0 - 5 5 4.75 8346 15.1 97.3 2.7 0 - 5

6 Pan 1841 3.2 100.0 0.0 6 Pan 1491 2.7 100.0 0.0

NIL NIL NIL NIL

57313 gm 56577 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1745 3.0 3.0 97.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25870 45.1 48.2 51.8 30 - 70 3 20.00 29408 52.0 52.0 48.0 30 - 70

4 10.00 16023 28.0 76.1 23.9 10 - 35 4 10.00 15081 26.7 78.6 21.4 10 - 35

5 4.75 11837 20.7 96.8 3.2 0 - 5 5 4.75 10648 18.8 97.5 2.5 0 - 5

6 Pan 1838 3.2 100.0 0.0 6 Pan 1440 2.5 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 70: Sieve Analysis of 40mm Aggregate For Concrete

50285 gm 55261 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2053 4.1 4.1 95.9 95 -100 2 40.00 1936 3.5 3.5 96.5 95 -100

3 20.00 21896 43.5 47.6 52.4 30 - 70 3 20.00 23952 43.3 46.8 53.2 30 - 70

4 10.00 16855 33.5 81.1 18.9 10 - 35 4 10.00 16958 30.7 77.5 22.5 10 - 35

5 4.75 8170 16.2 97.4 2.6 0 - 5 5 4.75 10533 19.1 96.6 3.4 0 - 5

6 Pan 1311 2.6 100.0 0.0 6 Pan 1882 3.4 100.0 0.0

NIL NIL NIL NIL

50022 gm 51611 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1838 3.7 3.7 96.3 95 -100 2 40.00 1666 3.2 3.2 96.8 95 -100

3 20.00 24312 48.6 52.3 47.7 30 - 70 3 20.00 24947 48.3 51.6 48.4 30 - 70

4 10.00 13410 26.8 79.1 20.9 10 - 35 4 10.00 15315 29.7 81.2 18.8 10 - 35

5 4.75 8914 17.8 96.9 3.1 0 - 5 5 4.75 8210 15.9 97.1 2.9 0 - 5

6 Pan 1548 3.1 100.0 0.0 6 Pan 1473 2.9 100.0 0.0

NIL NIL NIL NIL

55340 gm 51290 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2718 4.9 4.9 95.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25959 46.9 51.8 48.2 30 - 70 3 20.00 24034 46.9 46.9 53.1 30 - 70

4 10.00 14430 26.1 77.9 22.1 10 - 35 4 10.00 16359 31.9 78.8 21.2 10 - 35

5 4.75 10678 19.3 97.2 2.8 0 - 5 5 4.75 9318 18.2 96.9 3.1 0 - 5

6 Pan 1555 2.8 100.0 0.0 6 Pan 1579 3.1 100.0 0.0

NIL NIL NIL NIL

54019 gm 58145 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1741 3.2 3.2 96.8 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 20088 37.2 40.4 59.6 30 - 70 3 20.00 29861 51.4 51.4 48.6 30 - 70

4 10.00 18712 34.6 75.0 25.0 10 - 35 4 10.00 14636 25.2 76.5 23.5 10 - 35

5 4.75 12059 22.3 97.4 2.6 0 - 5 5 4.75 11784 20.3 96.8 3.2 0 - 5

6 Pan 1419 2.6 100.0 0.0 6 Pan 1864 3.2 100.0 0.0

NIL NIL NIL NIL

50822 gm 55941 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2056 3.7 3.7 96.3 95 -100

3 20.00 26864 52.9 52.9 47.1 30 - 70 3 20.00 28289 50.6 54.2 45.8 30 - 70

4 10.00 12319 24.2 77.1 22.9 10 - 35 4 10.00 12634 22.6 76.8 23.2 10 - 35

5 4.75 9971 19.6 96.7 3.3 0 - 5 5 4.75 11426 20.4 97.3 2.7 0 - 5

6 Pan 1668 3.3 100.0 0.0 6 Pan 1536 2.7 100.0 0.0

NIL NIL NIL NIL

58485 gm 51659 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1727 3.3 3.3 96.7 95 -100

3 20.00 25905 44.3 44.3 55.7 30 - 70 3 20.00 27270 52.8 56.1 43.9 30 - 70

4 10.00 18286 31.3 75.6 24.4 10 - 35 4 10.00 11414 22.1 78.2 21.8 10 - 35

5 4.75 12285 21.0 96.6 3.4 0 - 5 5 4.75 9726 18.8 97.1 2.9 0 - 5

6 Pan 2009 3.4 100.0 0.0 6 Pan 1522 2.9 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 71: Sieve Analysis of 40mm Aggregate For Concrete

53615 gm 56099 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1885 3.5 3.5 96.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30029 56.0 59.5 40.5 30 - 70 3 20.00 27007 48.1 48.1 51.9 30 - 70

4 10.00 14198 26.5 86.0 14.0 10 - 35 4 10.00 16459 29.3 77.5 22.5 10 - 35

5 4.75 5749 10.7 96.7 3.3 0 - 5 5 4.75 10789 19.2 96.7 3.3 0 - 5

6 Pan 1754 3.3 100.0 0.0 6 Pan 1844 3.3 100.0 0.0

NIL NIL NIL NIL

56264 gm 58103 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1998 3.6 3.6 96.4 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24918 44.3 47.8 52.2 30 - 70 3 20.00 27428 47.2 47.2 52.8 30 - 70

4 10.00 16103 28.6 76.5 23.5 10 - 35 4 10.00 17367 29.9 77.1 22.9 10 - 35

5 4.75 11399 20.3 96.7 3.3 0 - 5 5 4.75 11701 20.1 97.2 2.8 0 - 5

6 Pan 1846 3.3 100.0 0.0 6 Pan 1607 2.8 100.0 0.0

NIL NIL NIL NIL

51464 gm 58560 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2128 4.1 4.1 95.9 95 -100 2 40.00 1664 2.8 2.8 97.2 95 -100

3 20.00 22256 43.2 47.4 52.6 30 - 70 3 20.00 24374 41.6 44.5 55.5 30 - 70

4 10.00 17452 33.9 81.3 18.7 10 - 35 4 10.00 20243 34.6 79.0 21.0 10 - 35

5 4.75 8117 15.8 97.1 2.9 0 - 5 5 4.75 10864 18.6 97.6 2.4 0 - 5

6 Pan 1511 2.9 100.0 0.0 6 Pan 1415 2.4 100.0 0.0

NIL NIL NIL NIL

53417 gm 57376 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 33366 62.5 62.5 37.5 30 - 70 3 20.00 28643 49.9 49.9 50.1 30 - 70

4 10.00 6772 12.7 75.1 24.9 10 - 35 4 10.00 17602 30.7 80.6 19.4 10 - 35

5 4.75 11329 21.2 96.3 3.7 0 - 5 5 4.75 9501 16.6 97.2 2.8 0 - 5

6 Pan 1950 3.7 100.0 0.0 6 Pan 1630 2.8 100.0 0.0

NIL NIL NIL NIL

51765 gm 56549 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25711 49.7 49.7 50.3 30 - 70 3 20.00 29434 52.1 52.1 47.9 30 - 70

4 10.00 15481 29.9 79.6 20.4 10 - 35 4 10.00 14404 25.5 77.5 22.5 10 - 35

5 4.75 8810 17.0 96.6 3.4 0 - 5 5 4.75 10799 19.1 96.6 3.4 0 - 5

6 Pan 1763 3.4 100.0 0.0 6 Pan 1912 3.4 100.0 0.0

NIL NIL NIL NIL

59148 gm 56030 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1709 3.1 3.1 96.9 95 -100

3 20.00 28195 47.7 47.7 52.3 30 - 70 3 20.00 28911 51.6 54.6 45.4 30 - 70

4 10.00 18503 31.3 79.0 21.0 10 - 35 4 10.00 10350 18.5 73.1 26.9 10 - 35

5 4.75 10849 18.3 97.3 2.7 0 - 5 5 4.75 13150 23.5 96.6 3.4 0 - 5

6 Pan 1601 2.7 100.0 0.0 6 Pan 1910 3.4 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 72: Sieve Analysis of 40mm Aggregate For Concrete

59580 gm 55988 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1902 3.4 3.4 96.6 95 -100

3 20.00 27107 45.5 45.5 54.5 30 - 70 3 20.00 29247 52.2 55.6 44.4 30 - 70

4 10.00 22004 36.9 82.4 17.6 10 - 35 4 10.00 14652 26.2 81.8 18.2 10 - 35

5 4.75 8643 14.5 96.9 3.1 0 - 5 5 4.75 8496 15.2 97.0 3.0 0 - 5

6 Pan 1826 3.1 100.0 0.0 6 Pan 1691 3.0 100.0 0.0

NIL NIL NIL NIL

59464 gm 52333 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1588 2.7 2.7 97.3 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27719 46.6 49.3 50.7 30 - 70 3 20.00 22872 43.7 43.7 56.3 30 - 70

4 10.00 17992 30.3 79.5 20.5 10 - 35 4 10.00 19488 37.2 80.9 19.1 10 - 35

5 4.75 10513 17.7 97.2 2.8 0 - 5 5 4.75 8580 16.4 97.3 2.7 0 - 5

6 Pan 1652 2.8 100.0 0.0 6 Pan 1393 2.7 100.0 0.0

NIL NIL NIL NIL

55754 gm 53556 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26186 47.0 47.0 53.0 30 - 70 3 20.00 23291 43.5 43.5 56.5 30 - 70

4 10.00 20106 36.1 83.0 17.0 10 - 35 4 10.00 20152 37.6 81.1 18.9 10 - 35

5 4.75 8004 14.4 97.4 2.6 0 - 5 5 4.75 8683 16.2 97.3 2.7 0 - 5

6 Pan 1458 2.6 100.0 0.0 6 Pan 1430 2.7 100.0 0.0

NIL NIL NIL NIL

52998 gm 53883 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1698 3.2 3.2 96.8 95 -100

3 20.00 26844 50.7 50.7 49.3 30 - 70 3 20.00 26089 48.4 51.6 48.4 30 - 70

4 10.00 15676 29.6 80.2 19.8 10 - 35 4 10.00 13545 25.1 76.7 23.3 10 - 35

5 4.75 9029 17.0 97.3 2.7 0 - 5 5 4.75 11405 21.2 97.9 2.1 0 - 5

6 Pan 1449 2.7 100.0 0.0 6 Pan 1146 2.1 100.0 0.0

NIL NIL NIL NIL

54290 gm 52679 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1992 3.7 3.7 96.3 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26873 49.5 53.2 46.8 30 - 70 3 20.00 27072 51.4 51.4 48.6 30 - 70

4 10.00 15345 28.3 81.4 18.6 10 - 35 4 10.00 14939 28.4 79.7 20.3 10 - 35

5 4.75 8336 15.4 96.8 3.2 0 - 5 5 4.75 9111 17.3 97.0 3.0 0 - 5

6 Pan 1744 3.2 100.0 0.0 6 Pan 1557 3.0 100.0 0.0

NIL NIL NIL NIL

52763 gm 53433 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2105 3.9 3.9 96.1 95 -100

3 20.00 32398 61.4 61.4 38.6 30 - 70 3 20.00 25902 48.5 52.4 47.6 30 - 70

4 10.00 8964 17.0 78.4 21.6 10 - 35 4 10.00 13090 24.5 76.9 23.1 10 - 35

5 4.75 10064 19.1 97.5 2.5 0 - 5 5 4.75 10877 20.4 97.3 2.7 0 - 5

6 Pan 1337 2.5 100.0 0.0 6 Pan 1459 2.7 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 73: Sieve Analysis of 40mm Aggregate For Concrete

56597 gm 58208 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1961 3.5 3.5 96.5 95 -100 2 40.00 1783 3.1 3.1 96.9 95 -100

3 20.00 27883 49.3 52.7 47.3 30 - 70 3 20.00 24200 41.6 44.6 55.4 30 - 70

4 10.00 14293 25.3 78.0 22.0 10 - 35 4 10.00 20572 35.3 80.0 20.0 10 - 35

5 4.75 11011 19.5 97.4 2.6 0 - 5 5 4.75 9953 17.1 97.1 2.9 0 - 5

6 Pan 1449 2.6 100.0 0.0 6 Pan 1700 2.9 100.0 0.0

NIL NIL NIL NIL

52209 gm 59262 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1918 3.7 3.7 96.3 95 -100 2 40.00 2498 4.2 4.2 95.8 95 -100

3 20.00 22055 42.2 45.9 54.1 30 - 70 3 20.00 34348 58.0 62.2 37.8 30 - 70

4 10.00 20481 39.2 85.1 14.9 10 - 35 4 10.00 9892 16.7 78.9 21.1 10 - 35

5 4.75 6547 12.5 97.7 2.3 0 - 5 5 4.75 10956 18.5 97.4 2.6 0 - 5

6 Pan 1208 2.3 100.0 0.0 6 Pan 1568 2.6 100.0 0.0

NIL NIL NIL NIL

52586 gm 54728 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1833 3.3 3.3 96.7 95 -100

3 20.00 23238 44.2 44.2 55.8 30 - 70 3 20.00 26933 49.2 52.6 47.4 30 - 70

4 10.00 19085 36.3 80.5 19.5 10 - 35 4 10.00 14035 25.6 78.2 21.8 10 - 35

5 4.75 8621 16.4 96.9 3.1 0 - 5 5 4.75 10002 18.3 96.5 3.5 0 - 5

6 Pan 1642 3.1 100.0 0.0 6 Pan 1925 3.5 100.0 0.0

NIL NIL NIL NIL

53469 gm 58658 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2344 4.4 4.4 95.6 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25082 46.9 51.3 48.7 30 - 70 3 20.00 36806 62.7 62.7 37.3 30 - 70

4 10.00 14449 27.0 78.3 21.7 10 - 35 4 10.00 9491 16.2 78.9 21.1 10 - 35

5 4.75 10206 19.1 97.4 2.6 0 - 5 5 4.75 10532 18.0 96.9 3.1 0 - 5

6 Pan 1388 2.6 100.0 0.0 6 Pan 1829 3.1 100.0 0.0

NIL NIL NIL NIL

56068 gm 56530 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29594 52.8 52.8 47.2 30 - 70 3 20.00 24476 43.3 43.3 56.7 30 - 70

4 10.00 16566 29.5 82.3 17.7 10 - 35 4 10.00 21793 38.6 81.8 18.2 10 - 35

5 4.75 8109 14.5 96.8 3.2 0 - 5 5 4.75 8759 15.5 97.3 2.7 0 - 5

6 Pan 1799 3.2 100.0 0.0 6 Pan 1502 2.7 100.0 0.0

NIL NIL NIL NIL

54957 gm 51618 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29253 53.2 53.2 46.8 30 - 70 3 20.00 24394 47.3 47.3 52.7 30 - 70

4 10.00 12425 22.6 75.8 24.2 10 - 35 4 10.00 17401 33.7 81.0 19.0 10 - 35

5 4.75 11285 20.5 96.4 3.6 0 - 5 5 4.75 8328 16.1 97.1 2.9 0 - 5

6 Pan 1994 3.6 100.0 0.0 6 Pan 1495 2.9 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 74: Sieve Analysis of 40mm Aggregate For Concrete

51755 gm 52342 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27780 53.7 53.7 46.3 30 - 70 3 20.00 25309 48.4 48.4 51.6 30 - 70

4 10.00 11816 22.8 76.5 23.5 10 - 35 4 10.00 14361 27.4 75.8 24.2 10 - 35

5 4.75 10659 20.6 97.1 2.9 0 - 5 5 4.75 10888 20.8 96.6 3.4 0 - 5

6 Pan 1500 2.9 100.0 0.0 6 Pan 1784 3.4 100.0 0.0

NIL NIL NIL NIL

54877 gm 55205 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1877 3.4 3.4 96.6 95 -100

3 20.00 25980 47.3 47.3 52.7 30 - 70 3 20.00 24567 44.5 47.9 52.1 30 - 70

4 10.00 15769 28.7 76.1 23.9 10 - 35 4 10.00 16314 29.6 77.5 22.5 10 - 35

5 4.75 11471 20.9 97.0 3.0 0 - 5 5 4.75 10645 19.3 96.7 3.3 0 - 5

6 Pan 1657 3.0 100.0 0.0 6 Pan 1802 3.3 100.0 0.0

NIL NIL NIL NIL

51157 gm 55470 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1593 2.9 2.9 97.1 95 -100

3 20.00 23803 46.5 46.5 53.5 30 - 70 3 20.00 22642 40.8 43.7 56.3 30 - 70

4 10.00 17370 34.0 80.5 19.5 10 - 35 4 10.00 20847 37.6 81.3 18.7 10 - 35

5 4.75 8500 16.6 97.1 2.9 0 - 5 5 4.75 8463 15.3 96.5 3.5 0 - 5

6 Pan 1484 2.9 100.0 0.0 6 Pan 1925 3.5 100.0 0.0

NIL NIL NIL NIL

52754 gm 54340 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2273 4.2 4.2 95.8 95 -100

3 20.00 29323 55.6 55.6 44.4 30 - 70 3 20.00 26970 49.6 53.8 46.2 30 - 70

4 10.00 11341 21.5 77.1 22.9 10 - 35 4 10.00 14851 27.3 81.1 18.9 10 - 35

5 4.75 10534 20.0 97.1 2.9 0 - 5 5 4.75 8546 15.7 96.9 3.1 0 - 5

6 Pan 1556 2.9 100.0 0.0 6 Pan 1700 3.1 100.0 0.0

NIL NIL NIL NIL

55660 gm 50392 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1580 3.1 3.1 96.9 95 -100

3 20.00 32395 58.2 58.2 41.8 30 - 70 3 20.00 23845 47.3 50.5 49.5 30 - 70

4 10.00 9386 16.9 75.1 24.9 10 - 35 4 10.00 12732 25.3 75.7 24.3 10 - 35

5 4.75 11893 21.4 96.4 3.6 0 - 5 5 4.75 10801 21.4 97.2 2.8 0 - 5

6 Pan 1986 3.6 100.0 0.0 6 Pan 1434 2.8 100.0 0.0

NIL NIL NIL NIL

52007 gm 50096 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 21547 41.4 41.4 58.6 30 - 70 3 20.00 26542 53.0 53.0 47.0 30 - 70

4 10.00 23196 44.6 86.0 14.0 10 - 35 4 10.00 14764 29.5 82.5 17.5 10 - 35

5 4.75 6089 11.7 97.7 2.3 0 - 5 5 4.75 6933 13.8 96.3 3.7 0 - 5

6 Pan 1175 2.3 100.0 0.0 6 Pan 1857 3.7 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 75: Sieve Analysis of 40mm Aggregate For Concrete

55511 gm 51150 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1932 3.5 3.5 96.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27767 50.0 53.5 46.5 30 - 70 3 20.00 27759 54.3 54.3 45.7 30 - 70

4 10.00 11275 20.3 73.8 26.2 10 - 35 4 10.00 10757 21.0 75.3 24.7 10 - 35

5 4.75 12783 23.0 96.8 3.2 0 - 5 5 4.75 11103 21.7 97.0 3.0 0 - 5

6 Pan 1754 3.2 100.0 0.0 6 Pan 1531 3.0 100.0 0.0

NIL NIL NIL NIL

54541 gm 50059 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1844 3.7 3.7 96.3 95 -100

3 20.00 25663 47.1 47.1 52.9 30 - 70 3 20.00 21818 43.6 47.3 52.7 30 - 70

4 10.00 15004 27.5 74.6 25.4 10 - 35 4 10.00 12499 25.0 72.2 27.8 10 - 35

5 4.75 12410 22.8 97.3 2.7 0 - 5 5 4.75 12308 24.6 96.8 3.2 0 - 5

6 Pan 1464 2.7 100.0 0.0 6 Pan 1590 3.2 100.0 0.0

NIL NIL NIL NIL

52360 gm 50242 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1759 3.4 3.4 96.6 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24903 47.6 50.9 49.1 30 - 70 3 20.00 21697 43.2 43.2 56.8 30 - 70

4 10.00 14899 28.5 79.4 20.6 10 - 35 4 10.00 21491 42.8 86.0 14.0 10 - 35

5 4.75 9561 18.3 97.6 2.4 0 - 5 5 4.75 5562 11.1 97.0 3.0 0 - 5

6 Pan 1238 2.4 100.0 0.0 6 Pan 1492 3.0 100.0 0.0

NIL NIL NIL NIL

52838 gm 54321 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1990 3.8 3.8 96.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23369 44.2 48.0 52.0 30 - 70 3 20.00 28083 51.7 51.7 48.3 30 - 70

4 10.00 16400 31.0 79.0 21.0 10 - 35 4 10.00 14793 27.2 78.9 21.1 10 - 35

5 4.75 9577 18.1 97.2 2.8 0 - 5 5 4.75 10184 18.7 97.7 2.3 0 - 5

6 Pan 1502 2.8 100.0 0.0 6 Pan 1261 2.3 100.0 0.0

NIL NIL NIL NIL

50508 gm 50859 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2268 4.5 4.5 95.5 95 -100 2 40.00 2192 4.3 4.3 95.7 95 -100

3 20.00 22715 45.0 49.5 50.5 30 - 70 3 20.00 22641 44.5 48.8 51.2 30 - 70

4 10.00 16606 32.9 82.3 17.7 10 - 35 4 10.00 14812 29.1 78.0 22.0 10 - 35

5 4.75 7376 14.6 96.9 3.1 0 - 5 5 4.75 9851 19.4 97.3 2.7 0 - 5

6 Pan 1543 3.1 100.0 0.0 6 Pan 1363 2.7 100.0 0.0

NIL NIL NIL NIL

51245 gm 53405 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1774 3.5 3.5 96.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26096 50.9 54.4 45.6 30 - 70 3 20.00 30182 56.5 56.5 43.5 30 - 70

4 10.00 13491 26.3 80.7 19.3 10 - 35 4 10.00 9848 18.4 75.0 25.0 10 - 35

5 4.75 8034 15.7 96.4 3.6 0 - 5 5 4.75 11751 22.0 97.0 3.0 0 - 5

6 Pan 1850 3.6 100.0 0.0 6 Pan 1624 3.0 100.0 0.0

NIL NIL NIL NIL

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Over Size = Under Size = Over Size = Under Size =

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

VVN vvnhighways.blogspot.in

Page 76: Sieve Analysis of 40mm Aggregate For Concrete

55154 gm 53330 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2147 3.9 3.9 96.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30096 54.6 58.5 41.5 30 - 70 3 20.00 26647 50.0 50.0 50.0 30 - 70

4 10.00 12718 23.1 81.5 18.5 10 - 35 4 10.00 14386 27.0 76.9 23.1 10 - 35

5 4.75 8446 15.3 96.8 3.2 0 - 5 5 4.75 10847 20.3 97.3 2.7 0 - 5

6 Pan 1747 3.2 100.0 0.0 6 Pan 1450 2.7 100.0 0.0

NIL NIL NIL NIL

54574 gm 53502 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1609 2.9 2.9 97.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24772 45.4 48.3 51.7 30 - 70 3 20.00 29257 54.7 54.7 45.3 30 - 70

4 10.00 15857 29.1 77.4 22.6 10 - 35 4 10.00 14163 26.5 81.2 18.8 10 - 35

5 4.75 10638 19.5 96.9 3.1 0 - 5 5 4.75 8447 15.8 96.9 3.1 0 - 5

6 Pan 1698 3.1 100.0 0.0 6 Pan 1635 3.1 100.0 0.0

NIL NIL NIL NIL

55522 gm 51695 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1511 2.7 2.7 97.3 95 -100 2 40.00 2262 4.4 4.4 95.6 95 -100

3 20.00 26493 47.7 50.4 49.6 30 - 70 3 20.00 22803 44.1 48.5 51.5 30 - 70

4 10.00 16985 30.6 81.0 19.0 10 - 35 4 10.00 15873 30.7 79.2 20.8 10 - 35

5 4.75 8783 15.8 96.8 3.2 0 - 5 5 4.75 9137 17.7 96.9 3.1 0 - 5

6 Pan 1750 3.2 100.0 0.0 6 Pan 1620 3.1 100.0 0.0

NIL NIL NIL NIL

53344 gm 55975 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25731 48.2 48.2 51.8 30 - 70 3 20.00 32568 58.2 58.2 41.8 30 - 70

4 10.00 17349 32.5 80.8 19.2 10 - 35 4 10.00 10816 19.3 77.5 22.5 10 - 35

5 4.75 8437 15.8 96.6 3.4 0 - 5 5 4.75 11087 19.8 97.3 2.7 0 - 5

6 Pan 1827 3.4 100.0 0.0 6 Pan 1504 2.7 100.0 0.0

NIL NIL NIL NIL

52408 gm 55418 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1523 2.9 2.9 97.1 95 -100 2 40.00 2041 3.7 3.7 96.3 95 -100

3 20.00 28397 54.2 57.1 42.9 30 - 70 3 20.00 19922 35.9 39.6 60.4 30 - 70

4 10.00 11875 22.7 79.7 20.3 10 - 35 4 10.00 22135 39.9 79.6 20.4 10 - 35

5 4.75 9130 17.4 97.2 2.8 0 - 5 5 4.75 9819 17.7 97.3 2.7 0 - 5

6 Pan 1483 2.8 100.0 0.0 6 Pan 1501 2.7 100.0 0.0

NIL NIL NIL NIL

51168 gm 51868 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28206 55.1 55.1 44.9 30 - 70 3 20.00 26746 51.6 51.6 48.4 30 - 70

4 10.00 13676 26.7 81.9 18.1 10 - 35 4 10.00 12726 24.5 76.1 23.9 10 - 35

5 4.75 8062 15.8 97.6 2.4 0 - 5 5 4.75 10707 20.6 96.7 3.3 0 - 5

6 Pan 1224 2.4 100.0 0.0 6 Pan 1689 3.3 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 77: Sieve Analysis of 40mm Aggregate For Concrete

54034 gm 52749 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29922 55.4 55.4 44.6 30 - 70 3 20.00 27446 52.0 52.0 48.0 30 - 70

4 10.00 11793 21.8 77.2 22.8 10 - 35 4 10.00 16170 30.7 82.7 17.3 10 - 35

5 4.75 10705 19.8 97.0 3.0 0 - 5 5 4.75 7459 14.1 96.8 3.2 0 - 5

6 Pan 1614 3.0 100.0 0.0 6 Pan 1674 3.2 100.0 0.0

NIL NIL NIL NIL

54631 gm 52268 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1775 3.2 3.2 96.8 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27902 51.1 54.3 45.7 30 - 70 3 20.00 25096 48.0 48.0 52.0 30 - 70

4 10.00 10112 18.5 72.8 27.2 10 - 35 4 10.00 17629 33.7 81.7 18.3 10 - 35

5 4.75 13621 24.9 97.8 2.2 0 - 5 5 4.75 7701 14.7 96.5 3.5 0 - 5

6 Pan 1221 2.2 100.0 0.0 6 Pan 1842 3.5 100.0 0.0

NIL NIL NIL NIL

54171 gm 52549 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1908 3.5 3.5 96.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25555 47.2 50.7 49.3 30 - 70 3 20.00 27290 51.9 51.9 48.1 30 - 70

4 10.00 14617 27.0 77.7 22.3 10 - 35 4 10.00 14184 27.0 78.9 21.1 10 - 35

5 4.75 10616 19.6 97.3 2.7 0 - 5 5 4.75 9730 18.5 97.4 2.6 0 - 5

6 Pan 1475 2.7 100.0 0.0 6 Pan 1345 2.6 100.0 0.0

NIL NIL NIL NIL

52708 gm 50767 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1960 3.7 3.7 96.3 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26619 50.5 54.2 45.8 30 - 70 3 20.00 20557 40.5 40.5 59.5 30 - 70

4 10.00 13419 25.5 79.7 20.3 10 - 35 4 10.00 18934 37.3 77.8 22.2 10 - 35

5 4.75 9125 17.3 97.0 3.0 0 - 5 5 4.75 9705 19.1 96.9 3.1 0 - 5

6 Pan 1585 3.0 100.0 0.0 6 Pan 1571 3.1 100.0 0.0

NIL NIL NIL NIL

51080 gm 53595 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1919 3.8 3.8 96.2 95 -100 2 40.00 1931 3.6 3.6 96.4 95 -100

3 20.00 23486 46.0 49.7 50.3 30 - 70 3 20.00 21359 39.9 43.5 56.5 30 - 70

4 10.00 17644 34.5 84.3 15.7 10 - 35 4 10.00 18691 34.9 78.3 21.7 10 - 35

5 4.75 6285 12.3 96.6 3.4 0 - 5 5 4.75 9884 18.4 96.8 3.2 0 - 5

6 Pan 1746 3.4 100.0 0.0 6 Pan 1730 3.2 100.0 0.0

NIL NIL NIL NIL

51946 gm 54283 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1483 2.7 2.7 97.3 95 -100

3 20.00 24833 47.8 47.8 52.2 30 - 70 3 20.00 21930 40.4 43.1 56.9 30 - 70

4 10.00 17272 33.2 81.1 18.9 10 - 35 4 10.00 17585 32.4 75.5 24.5 10 - 35

5 4.75 8315 16.0 97.1 2.9 0 - 5 5 4.75 11897 21.9 97.4 2.6 0 - 5

6 Pan 1526 2.9 100.0 0.0 6 Pan 1388 2.6 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Over Size = Under Size = Over Size = Under Size =

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Weight of Sample Weight of Sample

VVN vvnhighways.blogspot.in

Page 78: Sieve Analysis of 40mm Aggregate For Concrete

50607 gm 50283 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1778 3.5 3.5 96.5 95 -100 2 40.00 1409 2.8 2.8 97.2 95 -100

3 20.00 22284 44.0 47.5 52.5 30 - 70 3 20.00 21494 42.7 45.5 54.5 30 - 70

4 10.00 13929 27.5 75.1 24.9 10 - 35 4 10.00 17349 34.5 80.1 19.9 10 - 35

5 4.75 11025 21.8 96.9 3.1 0 - 5 5 4.75 8581 17.1 97.1 2.9 0 - 5

6 Pan 1591 3.1 100.0 0.0 6 Pan 1450 2.9 100.0 0.0

NIL NIL NIL NIL

52788 gm 52491 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1587 3.0 3.0 97.0 95 -100

3 20.00 25428 48.2 48.2 51.8 30 - 70 3 20.00 26208 49.9 53.0 47.0 30 - 70

4 10.00 16433 31.1 79.3 20.7 10 - 35 4 10.00 13130 25.0 78.0 22.0 10 - 35

5 4.75 9341 17.7 97.0 3.0 0 - 5 5 4.75 9785 18.6 96.6 3.4 0 - 5

6 Pan 1586 3.0 100.0 0.0 6 Pan 1781 3.4 100.0 0.0

NIL NIL NIL NIL

55157 gm 52109 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 32108 58.2 58.2 41.8 30 - 70 3 20.00 26988 51.8 51.8 48.2 30 - 70

4 10.00 11096 20.1 78.3 21.7 10 - 35 4 10.00 12738 24.4 76.2 23.8 10 - 35

5 4.75 10237 18.6 96.9 3.1 0 - 5 5 4.75 10618 20.4 96.6 3.4 0 - 5

6 Pan 1716 3.1 100.0 0.0 6 Pan 1765 3.4 100.0 0.0

NIL NIL NIL NIL

53159 gm 54718 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1875 3.5 3.5 96.5 95 -100 2 40.00 1811 3.3 3.3 96.7 95 -100

3 20.00 22464 42.3 45.8 54.2 30 - 70 3 20.00 22463 41.1 44.4 55.6 30 - 70

4 10.00 16275 30.6 76.4 23.6 10 - 35 4 10.00 17018 31.1 75.5 24.5 10 - 35

5 4.75 10842 20.4 96.8 3.2 0 - 5 5 4.75 11800 21.6 97.0 3.0 0 - 5

6 Pan 1703 3.2 100.0 0.0 6 Pan 1626 3.0 100.0 0.0

NIL NIL NIL NIL

55593 gm 50503 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25022 45.0 45.0 55.0 30 - 70 3 20.00 26928 53.3 53.3 46.7 30 - 70

4 10.00 19135 34.4 79.4 20.6 10 - 35 4 10.00 14301 28.3 81.6 18.4 10 - 35

5 4.75 9682 17.4 96.8 3.2 0 - 5 5 4.75 7676 15.2 96.8 3.2 0 - 5

6 Pan 1754 3.2 100.0 0.0 6 Pan 1598 3.2 100.0 0.0

NIL NIL NIL NIL

51615 gm 53236 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2004 3.8 3.8 96.2 95 -100

3 20.00 26478 51.3 51.3 48.7 30 - 70 3 20.00 22357 42.0 45.8 54.2 30 - 70

4 10.00 15394 29.8 81.1 18.9 10 - 35 4 10.00 18491 34.7 80.5 19.5 10 - 35

5 4.75 8324 16.1 97.3 2.7 0 - 5 5 4.75 8889 16.7 97.2 2.8 0 - 5

6 Pan 1419 2.7 100.0 0.0 6 Pan 1495 2.8 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 79: Sieve Analysis of 40mm Aggregate For Concrete

54553 gm 53624 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1287 2.4 2.4 97.6 95 -100

3 20.00 26582 48.7 48.7 51.3 30 - 70 3 20.00 28449 53.1 55.5 44.5 30 - 70

4 10.00 16369 30.0 78.7 21.3 10 - 35 4 10.00 14273 26.6 82.1 17.9 10 - 35

5 4.75 9966 18.3 97.0 3.0 0 - 5 5 4.75 8065 15.0 97.1 2.9 0 - 5

6 Pan 1636 3.0 100.0 0.0 6 Pan 1550 2.9 100.0 0.0

NIL NIL NIL NIL

55503 gm 54571 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1837 3.3 3.3 96.7 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25794 46.5 49.8 50.2 30 - 70 3 20.00 26995 49.5 49.5 50.5 30 - 70

4 10.00 13666 24.6 74.4 25.6 10 - 35 4 10.00 15336 28.1 77.6 22.4 10 - 35

5 4.75 12552 22.6 97.0 3.0 0 - 5 5 4.75 10963 20.1 97.7 2.3 0 - 5

6 Pan 1654 3.0 100.0 0.0 6 Pan 1277 2.3 100.0 0.0

NIL NIL NIL NIL

54767 gm 55065 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28370 51.8 51.8 48.2 30 - 70 3 20.00 26014 47.2 47.2 52.8 30 - 70

4 10.00 15279 27.9 79.7 20.3 10 - 35 4 10.00 17974 32.6 79.9 20.1 10 - 35

5 4.75 9520 17.4 97.1 2.9 0 - 5 5 4.75 9484 17.2 97.1 2.9 0 - 5

6 Pan 1598 2.9 100.0 0.0 6 Pan 1593 2.9 100.0 0.0

NIL NIL NIL NIL

50076 gm 51335 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1383 2.8 2.8 97.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22421 44.8 47.5 52.5 30 - 70 3 20.00 22618 44.1 44.1 55.9 30 - 70

4 10.00 17468 34.9 82.4 17.6 10 - 35 4 10.00 20688 40.3 84.4 15.6 10 - 35

5 4.75 7277 14.5 97.0 3.0 0 - 5 5 4.75 6534 12.7 97.1 2.9 0 - 5

6 Pan 1527 3.0 100.0 0.0 6 Pan 1495 2.9 100.0 0.0

NIL NIL NIL NIL

54071 gm 54298 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1569 2.9 2.9 97.1 95 -100 2 40.00 1911 3.5 3.5 96.5 95 -100

3 20.00 24567 45.4 48.3 51.7 30 - 70 3 20.00 28663 52.8 56.3 43.7 30 - 70

4 10.00 18896 34.9 83.3 16.7 10 - 35 4 10.00 11531 21.2 77.5 22.5 10 - 35

5 4.75 7363 13.6 96.9 3.1 0 - 5 5 4.75 10447 19.2 96.8 3.2 0 - 5

6 Pan 1676 3.1 100.0 0.0 6 Pan 1746 3.2 100.0 0.0

NIL NIL NIL NIL

50697 gm 51026 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1489 2.9 2.9 97.1 95 -100

3 20.00 23934 47.2 47.2 52.8 30 - 70 3 20.00 25344 49.7 52.6 47.4 30 - 70

4 10.00 15414 30.4 77.6 22.4 10 - 35 4 10.00 14386 28.2 80.8 19.2 10 - 35

5 4.75 9819 19.4 97.0 3.0 0 - 5 5 4.75 8449 16.6 97.3 2.7 0 - 5

6 Pan 1530 3.0 100.0 0.0 6 Pan 1358 2.7 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 80: Sieve Analysis of 40mm Aggregate For Concrete

55112 gm 55523 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1912 3.5 3.5 96.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30710 55.7 59.2 40.8 30 - 70 3 20.00 26515 47.8 47.8 52.2 30 - 70

4 10.00 10628 19.3 78.5 21.5 10 - 35 4 10.00 20616 37.1 84.9 15.1 10 - 35

5 4.75 10300 18.7 97.2 2.8 0 - 5 5 4.75 6698 12.1 96.9 3.1 0 - 5

6 Pan 1562 2.8 100.0 0.0 6 Pan 1694 3.1 100.0 0.0

NIL NIL NIL NIL

50766 gm 53126 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1835 3.6 3.6 96.4 95 -100 2 40.00 1434 2.7 2.7 97.3 95 -100

3 20.00 24138 47.5 51.2 48.8 30 - 70 3 20.00 28279 53.2 55.9 44.1 30 - 70

4 10.00 14191 28.0 79.1 20.9 10 - 35 4 10.00 12952 24.4 80.3 19.7 10 - 35

5 4.75 9015 17.8 96.9 3.1 0 - 5 5 4.75 9302 17.5 97.8 2.2 0 - 5

6 Pan 1587 3.1 100.0 0.0 6 Pan 1159 2.2 100.0 0.0

NIL NIL NIL NIL

51974 gm 50073 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1999 4.0 4.0 96.0 95 -100

3 20.00 26473 50.9 50.9 49.1 30 - 70 3 20.00 22755 45.4 49.4 50.6 30 - 70

4 10.00 17409 33.5 84.4 15.6 10 - 35 4 10.00 14517 29.0 78.4 21.6 10 - 35

5 4.75 6441 12.4 96.8 3.2 0 - 5 5 4.75 9204 18.4 96.8 3.2 0 - 5

6 Pan 1651 3.2 100.0 0.0 6 Pan 1598 3.2 100.0 0.0

NIL NIL NIL NIL

54907 gm 53996 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2229 4.1 4.1 95.9 95 -100 2 40.00 2022 3.7 3.7 96.3 95 -100

3 20.00 31482 57.3 61.4 38.6 30 - 70 3 20.00 25710 47.6 51.4 48.6 30 - 70

4 10.00 13869 25.3 86.7 13.3 10 - 35 4 10.00 17121 31.7 83.1 16.9 10 - 35

5 4.75 5752 10.5 97.1 2.9 0 - 5 5 4.75 7504 13.9 97.0 3.0 0 - 5

6 Pan 1575 2.9 100.0 0.0 6 Pan 1639 3.0 100.0 0.0

NIL NIL NIL NIL

55862 gm 52669 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2144 3.8 3.8 96.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26983 48.3 52.1 47.9 30 - 70 3 20.00 22282 42.3 42.3 57.7 30 - 70

4 10.00 15814 28.3 80.5 19.5 10 - 35 4 10.00 21273 40.4 82.7 17.3 10 - 35

5 4.75 9555 17.1 97.6 2.4 0 - 5 5 4.75 7655 14.5 97.2 2.8 0 - 5

6 Pan 1366 2.4 100.0 0.0 6 Pan 1459 2.8 100.0 0.0

NIL NIL NIL NIL

54068 gm 53319 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24828 45.9 45.9 54.1 30 - 70 3 20.00 28013 52.5 52.5 47.5 30 - 70

4 10.00 16382 30.3 76.2 23.8 10 - 35 4 10.00 13314 25.0 77.5 22.5 10 - 35

5 4.75 11226 20.8 97.0 3.0 0 - 5 5 4.75 10190 19.1 96.6 3.4 0 - 5

6 Pan 1632 3.0 100.0 0.0 6 Pan 1802 3.4 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 81: Sieve Analysis of 40mm Aggregate For Concrete

51179 gm 50355 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1802 3.5 3.5 96.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25540 49.9 53.4 46.6 30 - 70 3 20.00 24336 48.3 48.3 51.7 30 - 70

4 10.00 11811 23.1 76.5 23.5 10 - 35 4 10.00 16562 32.9 81.2 18.8 10 - 35

5 4.75 10165 19.9 96.4 3.6 0 - 5 5 4.75 7652 15.2 96.4 3.6 0 - 5

6 Pan 1861 3.6 100.0 0.0 6 Pan 1805 3.6 100.0 0.0

NIL NIL NIL NIL

55174 gm 50125 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1986 3.6 3.6 96.4 95 -100 2 40.00 1871 3.7 3.7 96.3 95 -100

3 20.00 28498 51.7 55.3 44.7 30 - 70 3 20.00 19434 38.8 42.5 57.5 30 - 70

4 10.00 17027 30.9 86.1 13.9 10 - 35 4 10.00 16940 33.8 76.3 23.7 10 - 35

5 4.75 6221 11.3 97.4 2.6 0 - 5 5 4.75 10116 20.2 96.5 3.5 0 - 5

6 Pan 1442 2.6 100.0 0.0 6 Pan 1764 3.5 100.0 0.0

NIL NIL NIL NIL

50199 gm 54027 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24149 48.1 48.1 51.9 30 - 70 3 20.00 22375 41.4 41.4 58.6 30 - 70

4 10.00 17329 34.5 82.6 17.4 10 - 35 4 10.00 20394 37.7 79.2 20.8 10 - 35

5 4.75 7227 14.4 97.0 3.0 0 - 5 5 4.75 9611 17.8 97.0 3.0 0 - 5

6 Pan 1494 3.0 100.0 0.0 6 Pan 1647 3.0 100.0 0.0

NIL NIL NIL NIL

52545 gm 52475 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1596 3.0 3.0 97.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24867 47.3 50.4 49.6 30 - 70 3 20.00 26256 50.0 50.0 50.0 30 - 70

4 10.00 14997 28.5 78.9 21.1 10 - 35 4 10.00 15311 29.2 79.2 20.8 10 - 35

5 4.75 9591 18.3 97.2 2.8 0 - 5 5 4.75 9464 18.0 97.2 2.8 0 - 5

6 Pan 1494 2.8 100.0 0.0 6 Pan 1444 2.8 100.0 0.0

NIL NIL NIL NIL

54645 gm 50767 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1835 3.6 3.6 96.4 95 -100

3 20.00 31056 56.8 56.8 43.2 30 - 70 3 20.00 26432 52.1 55.7 44.3 30 - 70

4 10.00 10288 18.8 75.7 24.3 10 - 35 4 10.00 14376 28.3 84.0 16.0 10 - 35

5 4.75 11644 21.3 97.0 3.0 0 - 5 5 4.75 6594 13.0 97.0 3.0 0 - 5

6 Pan 1657 3.0 100.0 0.0 6 Pan 1530 3.0 100.0 0.0

NIL NIL NIL NIL

54904 gm 52077 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28735 52.3 52.3 47.7 30 - 70 3 20.00 27500 52.8 52.8 47.2 30 - 70

4 10.00 16463 30.0 82.3 17.7 10 - 35 4 10.00 12791 24.6 77.4 22.6 10 - 35

5 4.75 7959 14.5 96.8 3.2 0 - 5 5 4.75 10532 20.2 97.6 2.4 0 - 5

6 Pan 1747 3.2 100.0 0.0 6 Pan 1254 2.4 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 82: Sieve Analysis of 40mm Aggregate For Concrete

52620 gm 52999 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1602 3.0 3.0 97.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 21312 40.5 43.5 56.5 30 - 70 3 20.00 28479 53.7 53.7 46.3 30 - 70

4 10.00 16360 31.1 74.6 25.4 10 - 35 4 10.00 13927 26.3 80.0 20.0 10 - 35

5 4.75 11600 22.0 96.7 3.3 0 - 5 5 4.75 9051 17.1 97.1 2.9 0 - 5

6 Pan 1746 3.3 100.0 0.0 6 Pan 1542 2.9 100.0 0.0

NIL NIL NIL NIL

52461 gm 50886 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25582 48.8 48.8 51.2 30 - 70 3 20.00 28788 56.6 56.6 43.4 30 - 70

4 10.00 16043 30.6 79.3 20.7 10 - 35 4 10.00 11734 23.1 79.6 20.4 10 - 35

5 4.75 9423 18.0 97.3 2.7 0 - 5 5 4.75 8783 17.3 96.9 3.1 0 - 5

6 Pan 1413 2.7 100.0 0.0 6 Pan 1581 3.1 100.0 0.0

NIL NIL NIL NIL

51116 gm 50036 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1499 3.0 3.0 97.0 95 -100

3 20.00 24633 48.2 48.2 51.8 30 - 70 3 20.00 22907 45.8 48.8 51.2 30 - 70

4 10.00 17390 34.0 82.2 17.8 10 - 35 4 10.00 15876 31.7 80.5 19.5 10 - 35

5 4.75 7305 14.3 96.5 3.5 0 - 5 5 4.75 8278 16.5 97.1 2.9 0 - 5

6 Pan 1788 3.5 100.0 0.0 6 Pan 1476 2.9 100.0 0.0

NIL NIL NIL NIL

53306 gm 52128 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1745 3.3 3.3 96.7 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23668 44.4 47.7 52.3 30 - 70 3 20.00 23760 45.6 45.6 54.4 30 - 70

4 10.00 15477 29.0 76.7 23.3 10 - 35 4 10.00 15113 29.0 74.6 25.4 10 - 35

5 4.75 10982 20.6 97.3 2.7 0 - 5 5 4.75 11446 22.0 96.5 3.5 0 - 5

6 Pan 1434 2.7 100.0 0.0 6 Pan 1809 3.5 100.0 0.0

NIL NIL NIL NIL

51729 gm 52822 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1860 3.6 3.6 96.4 95 -100 2 40.00 1409 2.7 2.7 97.3 95 -100

3 20.00 27194 52.6 56.2 43.8 30 - 70 3 20.00 21833 41.3 44.0 56.0 30 - 70

4 10.00 11144 21.5 77.7 22.3 10 - 35 4 10.00 17968 34.0 78.0 22.0 10 - 35

5 4.75 9960 19.3 97.0 3.0 0 - 5 5 4.75 10057 19.0 97.1 2.9 0 - 5

6 Pan 1571 3.0 100.0 0.0 6 Pan 1555 2.9 100.0 0.0

NIL NIL NIL NIL

55703 gm 51808 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2110 4.1 4.1 95.9 95 -100

3 20.00 30015 53.9 53.9 46.1 30 - 70 3 20.00 21206 40.9 45.0 55.0 30 - 70

4 10.00 16025 28.8 82.7 17.3 10 - 35 4 10.00 17467 33.7 78.7 21.3 10 - 35

5 4.75 8137 14.6 97.3 2.7 0 - 5 5 4.75 9696 18.7 97.4 2.6 0 - 5

6 Pan 1526 2.7 100.0 0.0 6 Pan 1329 2.6 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 83: Sieve Analysis of 40mm Aggregate For Concrete

54781 gm 51398 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2123 3.9 3.9 96.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24214 44.2 48.1 51.9 30 - 70 3 20.00 27803 54.1 54.1 45.9 30 - 70

4 10.00 16369 29.9 78.0 22.0 10 - 35 4 10.00 14788 28.8 82.9 17.1 10 - 35

5 4.75 10283 18.8 96.7 3.3 0 - 5 5 4.75 7454 14.5 97.4 2.6 0 - 5

6 Pan 1792 3.3 100.0 0.0 6 Pan 1353 2.6 100.0 0.0

NIL NIL NIL NIL

51578 gm 53682 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2270 4.2 4.2 95.8 95 -100

3 20.00 26159 50.7 50.7 49.3 30 - 70 3 20.00 18379 34.2 38.5 61.5 30 - 70

4 10.00 12948 25.1 75.8 24.2 10 - 35 4 10.00 23141 43.1 81.6 18.4 10 - 35

5 4.75 10644 20.6 96.5 3.5 0 - 5 5 4.75 8480 15.8 97.4 2.6 0 - 5

6 Pan 1827 3.5 100.0 0.0 6 Pan 1412 2.6 100.0 0.0

NIL NIL NIL NIL

54048 gm 54652 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1430 2.6 2.6 97.4 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24077 44.5 47.2 52.8 30 - 70 3 20.00 26700 48.9 48.9 51.1 30 - 70

4 10.00 16370 30.3 77.5 22.5 10 - 35 4 10.00 17681 32.4 81.2 18.8 10 - 35

5 4.75 10478 19.4 96.9 3.1 0 - 5 5 4.75 8732 16.0 97.2 2.8 0 - 5

6 Pan 1693 3.1 100.0 0.0 6 Pan 1539 2.8 100.0 0.0

NIL NIL NIL NIL

50297 gm 51216 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1889 3.8 3.8 96.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24329 48.4 52.1 47.9 30 - 70 3 20.00 26576 51.9 51.9 48.1 30 - 70

4 10.00 11432 22.7 74.9 25.1 10 - 35 4 10.00 11760 23.0 74.9 25.1 10 - 35

5 4.75 11010 21.9 96.7 3.3 0 - 5 5 4.75 11492 22.4 97.3 2.7 0 - 5

6 Pan 1637 3.3 100.0 0.0 6 Pan 1388 2.7 100.0 0.0

NIL NIL NIL NIL

53889 gm 50103 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29515 54.8 54.8 45.2 30 - 70 3 20.00 26698 53.3 53.3 46.7 30 - 70

4 10.00 12904 23.9 78.7 21.3 10 - 35 4 10.00 13414 26.8 80.1 19.9 10 - 35

5 4.75 9918 18.4 97.1 2.9 0 - 5 5 4.75 8543 17.1 97.1 2.9 0 - 5

6 Pan 1552 2.9 100.0 0.0 6 Pan 1448 2.9 100.0 0.0

NIL NIL NIL NIL

53053 gm 53409 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26898 50.7 50.7 49.3 30 - 70 3 20.00 27412 51.3 51.3 48.7 30 - 70

4 10.00 14659 27.6 78.3 21.7 10 - 35 4 10.00 17301 32.4 83.7 16.3 10 - 35

5 4.75 9685 18.3 96.6 3.4 0 - 5 5 4.75 7089 13.3 97.0 3.0 0 - 5

6 Pan 1811 3.4 100.0 0.0 6 Pan 1607 3.0 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 84: Sieve Analysis of 40mm Aggregate For Concrete

54905 gm 53050 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1979 3.6 3.6 96.4 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29136 53.1 56.7 43.3 30 - 70 3 20.00 24215 45.6 45.6 54.4 30 - 70

4 10.00 8697 15.8 72.5 27.5 10 - 35 4 10.00 15366 29.0 74.6 25.4 10 - 35

5 4.75 13709 25.0 97.5 2.5 0 - 5 5 4.75 11837 22.3 96.9 3.1 0 - 5

6 Pan 1384 2.5 100.0 0.0 6 Pan 1632 3.1 100.0 0.0

NIL NIL NIL NIL

51121 gm 53032 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1960 3.8 3.8 96.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27279 53.4 57.2 42.8 30 - 70 3 20.00 26418 49.8 49.8 50.2 30 - 70

4 10.00 10711 21.0 78.1 21.9 10 - 35 4 10.00 14766 27.8 77.7 22.3 10 - 35

5 4.75 10074 19.7 97.9 2.1 0 - 5 5 4.75 10151 19.1 96.8 3.2 0 - 5

6 Pan 1097 2.1 100.0 0.0 6 Pan 1697 3.2 100.0 0.0

NIL NIL NIL NIL

55742 gm 53280 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1800 3.2 3.2 96.8 95 -100 2 40.00 2091 3.9 3.9 96.1 95 -100

3 20.00 23905 42.9 46.1 53.9 30 - 70 3 20.00 21035 39.5 43.4 56.6 30 - 70

4 10.00 18990 34.1 80.2 19.8 10 - 35 4 10.00 18420 34.6 78.0 22.0 10 - 35

5 4.75 9203 16.5 96.7 3.3 0 - 5 5 4.75 10153 19.1 97.0 3.0 0 - 5

6 Pan 1844 3.3 100.0 0.0 6 Pan 1581 3.0 100.0 0.0

NIL NIL NIL NIL

52461 gm 51650 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23583 45.0 45.0 55.0 30 - 70 3 20.00 26056 50.4 50.4 49.6 30 - 70

4 10.00 17525 33.4 78.4 21.6 10 - 35 4 10.00 15684 30.4 80.8 19.2 10 - 35

5 4.75 10087 19.2 97.6 2.4 0 - 5 5 4.75 8502 16.5 97.3 2.7 0 - 5

6 Pan 1266 2.4 100.0 0.0 6 Pan 1408 2.7 100.0 0.0

NIL NIL NIL NIL

55098 gm 50708 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24447 44.4 44.4 55.6 30 - 70 3 20.00 25381 50.1 50.1 49.9 30 - 70

4 10.00 19378 35.2 79.5 20.5 10 - 35 4 10.00 14045 27.7 77.8 22.2 10 - 35

5 4.75 9436 17.1 96.7 3.3 0 - 5 5 4.75 9589 18.9 96.7 3.3 0 - 5

6 Pan 1837 3.3 100.0 0.0 6 Pan 1693 3.3 100.0 0.0

NIL NIL NIL NIL

52254 gm 53766 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1777 3.4 3.4 96.6 95 -100 2 40.00 2215 4.1 4.1 95.9 95 -100

3 20.00 24405 46.7 50.1 49.9 30 - 70 3 20.00 26903 50.0 54.2 45.8 30 - 70

4 10.00 17033 32.6 82.7 17.3 10 - 35 4 10.00 16654 31.0 85.1 14.9 10 - 35

5 4.75 7231 13.8 96.5 3.5 0 - 5 5 4.75 6508 12.1 97.2 2.8 0 - 5

6 Pan 1808 3.5 100.0 0.0 6 Pan 1486 2.8 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 85: Sieve Analysis of 40mm Aggregate For Concrete

55620 gm 53051 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2151 3.9 3.9 96.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23914 43.0 46.9 53.1 30 - 70 3 20.00 32604 61.5 61.5 38.5 30 - 70

4 10.00 15772 28.4 75.2 24.8 10 - 35 4 10.00 10447 19.7 81.2 18.8 10 - 35

5 4.75 12154 21.9 97.1 2.9 0 - 5 5 4.75 8653 16.3 97.5 2.5 0 - 5

6 Pan 1629 2.9 100.0 0.0 6 Pan 1347 2.5 100.0 0.0

NIL NIL NIL NIL

52551 gm 55093 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1461 2.8 2.8 97.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24303 46.2 49.0 51.0 30 - 70 3 20.00 24386 44.3 44.3 55.7 30 - 70

4 10.00 17342 33.0 82.0 18.0 10 - 35 4 10.00 21389 38.8 83.1 16.9 10 - 35

5 4.75 8018 15.3 97.3 2.7 0 - 5 5 4.75 7673 13.9 97.0 3.0 0 - 5

6 Pan 1427 2.7 100.0 0.0 6 Pan 1645 3.0 100.0 0.0

NIL NIL NIL NIL

55445 gm 52353 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1855 3.3 3.3 96.7 95 -100 2 40.00 1524 2.9 2.9 97.1 95 -100

3 20.00 24968 45.0 48.4 51.6 30 - 70 3 20.00 30256 57.8 60.7 39.3 30 - 70

4 10.00 15730 28.4 76.7 23.3 10 - 35 4 10.00 7017 13.4 74.1 25.9 10 - 35

5 4.75 11190 20.2 96.9 3.1 0 - 5 5 4.75 11689 22.3 96.4 3.6 0 - 5

6 Pan 1702 3.1 100.0 0.0 6 Pan 1867 3.6 100.0 0.0

NIL NIL NIL NIL

52379 gm 54097 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1789 3.3 3.3 96.7 95 -100

3 20.00 23320 44.5 44.5 55.5 30 - 70 3 20.00 27913 51.6 54.9 45.1 30 - 70

4 10.00 18539 35.4 79.9 20.1 10 - 35 4 10.00 13494 24.9 79.8 20.2 10 - 35

5 4.75 9167 17.5 97.4 2.6 0 - 5 5 4.75 9266 17.1 97.0 3.0 0 - 5

6 Pan 1353 2.6 100.0 0.0 6 Pan 1635 3.0 100.0 0.0

NIL NIL NIL NIL

54791 gm 54715 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28595 52.2 52.2 47.8 30 - 70 3 20.00 31353 57.3 57.3 42.7 30 - 70

4 10.00 13914 25.4 77.6 22.4 10 - 35 4 10.00 10822 19.8 77.1 22.9 10 - 35

5 4.75 10818 19.7 97.3 2.7 0 - 5 5 4.75 10955 20.0 97.1 2.9 0 - 5

6 Pan 1464 2.7 100.0 0.0 6 Pan 1585 2.9 100.0 0.0

NIL NIL NIL NIL

54925 gm 51394 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1804 3.3 3.3 96.7 95 -100 2 40.00 1682 3.3 3.3 96.7 95 -100

3 20.00 28107 51.2 54.5 45.5 30 - 70 3 20.00 24923 48.5 51.8 48.2 30 - 70

4 10.00 13485 24.6 79.0 21.0 10 - 35 4 10.00 14753 28.7 80.5 19.5 10 - 35

5 4.75 10017 18.2 97.2 2.8 0 - 5 5 4.75 8699 16.9 97.4 2.6 0 - 5

6 Pan 1512 2.8 100.0 0.0 6 Pan 1337 2.6 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 86: Sieve Analysis of 40mm Aggregate For Concrete

51727 gm 55548 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1698 3.3 3.3 96.7 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25285 48.9 52.2 47.8 30 - 70 3 20.00 24247 43.7 43.7 56.3 30 - 70

4 10.00 15186 29.4 81.5 18.5 10 - 35 4 10.00 21092 38.0 81.6 18.4 10 - 35

5 4.75 8147 15.7 97.3 2.7 0 - 5 5 4.75 8956 16.1 97.7 2.3 0 - 5

6 Pan 1411 2.7 100.0 0.0 6 Pan 1253 2.3 100.0 0.0

NIL NIL NIL NIL

50111 gm 50210 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1771 3.5 3.5 96.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23946 47.8 51.3 48.7 30 - 70 3 20.00 18981 37.8 37.8 62.2 30 - 70

4 10.00 16286 32.5 83.8 16.2 10 - 35 4 10.00 19563 39.0 76.8 23.2 10 - 35

5 4.75 6596 13.2 97.0 3.0 0 - 5 5 4.75 10358 20.6 97.4 2.6 0 - 5

6 Pan 1512 3.0 100.0 0.0 6 Pan 1308 2.6 100.0 0.0

NIL NIL NIL NIL

52181 gm 51321 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26651 51.1 51.1 48.9 30 - 70 3 20.00 25789 50.3 50.3 49.7 30 - 70

4 10.00 14755 28.3 79.4 20.6 10 - 35 4 10.00 14362 28.0 78.2 21.8 10 - 35

5 4.75 9123 17.5 96.8 3.2 0 - 5 5 4.75 9855 19.2 97.4 2.6 0 - 5

6 Pan 1652 3.2 100.0 0.0 6 Pan 1315 2.6 100.0 0.0

NIL NIL NIL NIL

52592 gm 50804 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 21046 40.0 40.0 60.0 30 - 70 3 20.00 25178 49.6 49.6 50.4 30 - 70

4 10.00 20981 39.9 79.9 20.1 10 - 35 4 10.00 13883 27.3 76.9 23.1 10 - 35

5 4.75 8936 17.0 96.9 3.1 0 - 5 5 4.75 10258 20.2 97.1 2.9 0 - 5

6 Pan 1629 3.1 100.0 0.0 6 Pan 1485 2.9 100.0 0.0

NIL NIL NIL NIL

51842 gm 51374 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1838 3.6 3.6 96.4 95 -100

3 20.00 25057 48.3 48.3 51.7 30 - 70 3 20.00 29115 56.7 60.3 39.7 30 - 70

4 10.00 15264 29.4 77.8 22.2 10 - 35 4 10.00 8704 16.9 77.2 22.8 10 - 35

5 4.75 10185 19.6 97.4 2.6 0 - 5 5 4.75 10106 19.7 96.9 3.1 0 - 5

6 Pan 1336 2.6 100.0 0.0 6 Pan 1611 3.1 100.0 0.0

NIL NIL NIL NIL

50241 gm 55294 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23276 46.3 46.3 53.7 30 - 70 3 20.00 29020 52.5 52.5 47.5 30 - 70

4 10.00 16190 32.2 78.6 21.4 10 - 35 4 10.00 11930 21.6 74.1 25.9 10 - 35

5 4.75 9270 18.5 97.0 3.0 0 - 5 5 4.75 13143 23.8 97.8 2.2 0 - 5

6 Pan 1505 3.0 100.0 0.0 6 Pan 1201 2.2 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 87: Sieve Analysis of 40mm Aggregate For Concrete

53629 gm 50777 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1803 3.6 3.6 96.4 95 -100

3 20.00 26458 49.3 49.3 50.7 30 - 70 3 20.00 26851 52.9 56.4 43.6 30 - 70

4 10.00 17789 33.2 82.5 17.5 10 - 35 4 10.00 11540 22.7 79.2 20.8 10 - 35

5 4.75 7873 14.7 97.2 2.8 0 - 5 5 4.75 8959 17.6 96.8 3.2 0 - 5

6 Pan 1509 2.8 100.0 0.0 6 Pan 1624 3.2 100.0 0.0

NIL NIL NIL NIL

55761 gm 55597 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1906 3.4 3.4 96.6 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24886 44.6 48.0 52.0 30 - 70 3 20.00 31421 56.5 56.5 43.5 30 - 70

4 10.00 16462 29.5 77.6 22.4 10 - 35 4 10.00 11730 21.1 77.6 22.4 10 - 35

5 4.75 10456 18.8 96.3 3.7 0 - 5 5 4.75 10877 19.6 97.2 2.8 0 - 5

6 Pan 2051 3.7 100.0 0.0 6 Pan 1569 2.8 100.0 0.0

NIL NIL NIL NIL

55016 gm 51418 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1567 3.0 3.0 97.0 95 -100

3 20.00 34428 62.6 62.6 37.4 30 - 70 3 20.00 18355 35.7 38.7 61.3 30 - 70

4 10.00 9284 16.9 79.5 20.5 10 - 35 4 10.00 20415 39.7 78.4 21.6 10 - 35

5 4.75 9453 17.2 96.6 3.4 0 - 5 5 4.75 9489 18.5 96.9 3.1 0 - 5

6 Pan 1851 3.4 100.0 0.0 6 Pan 1592 3.1 100.0 0.0

NIL NIL NIL NIL

50017 gm 53910 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1450 2.9 2.9 97.1 95 -100 2 40.00 1767 3.3 3.3 96.7 95 -100

3 20.00 16739 33.5 36.4 63.6 30 - 70 3 20.00 22940 42.6 45.8 54.2 30 - 70

4 10.00 22276 44.5 80.9 19.1 10 - 35 4 10.00 17178 31.9 77.7 22.3 10 - 35

5 4.75 7823 15.6 96.5 3.5 0 - 5 5 4.75 10337 19.2 96.9 3.1 0 - 5

6 Pan 1729 3.5 100.0 0.0 6 Pan 1688 3.1 100.0 0.0

NIL NIL NIL NIL

51654 gm 53368 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1617 3.1 3.1 96.9 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30788 59.6 62.7 37.3 30 - 70 3 20.00 25196 47.2 47.2 52.8 30 - 70

4 10.00 11558 22.4 85.1 14.9 10 - 35 4 10.00 16508 30.9 78.1 21.9 10 - 35

5 4.75 5790 11.2 96.3 3.7 0 - 5 5 4.75 10206 19.1 97.3 2.7 0 - 5

6 Pan 1901 3.7 100.0 0.0 6 Pan 1458 2.7 100.0 0.0

NIL NIL NIL NIL

53925 gm 52103 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1777 3.3 3.3 96.7 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29939 55.5 58.8 41.2 30 - 70 3 20.00 23682 45.5 45.5 54.5 30 - 70

4 10.00 10724 19.9 78.7 21.3 10 - 35 4 10.00 17700 34.0 79.4 20.6 10 - 35

5 4.75 9868 18.3 97.0 3.0 0 - 5 5 4.75 9014 17.3 96.7 3.3 0 - 5

6 Pan 1617 3.0 100.0 0.0 6 Pan 1707 3.3 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 88: Sieve Analysis of 40mm Aggregate For Concrete

55593 gm 51717 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1924 3.5 3.5 96.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29798 53.6 57.1 42.9 30 - 70 3 20.00 23664 45.8 45.8 54.2 30 - 70

4 10.00 11876 21.4 78.4 21.6 10 - 35 4 10.00 16066 31.1 76.8 23.2 10 - 35

5 4.75 10509 18.9 97.3 2.7 0 - 5 5 4.75 10650 20.6 97.4 2.6 0 - 5

6 Pan 1486 2.7 100.0 0.0 6 Pan 1337 2.6 100.0 0.0

NIL NIL NIL NIL

53856 gm 50509 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 21945 40.7 40.7 59.3 30 - 70 3 20.00 22959 45.5 45.5 54.5 30 - 70

4 10.00 17428 32.4 73.1 26.9 10 - 35 4 10.00 19435 38.5 83.9 16.1 10 - 35

5 4.75 12976 24.1 97.2 2.8 0 - 5 5 4.75 6625 13.1 97.1 2.9 0 - 5

6 Pan 1507 2.8 100.0 0.0 6 Pan 1490 2.9 100.0 0.0

NIL NIL NIL NIL

51836 gm 50183 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1772 3.4 3.4 96.6 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27554 53.2 56.6 43.4 30 - 70 3 20.00 25681 51.2 51.2 48.8 30 - 70

4 10.00 7948 15.3 71.9 28.1 10 - 35 4 10.00 11736 23.4 74.6 25.4 10 - 35

5 4.75 13051 25.2 97.1 2.9 0 - 5 5 4.75 11324 22.6 97.1 2.9 0 - 5

6 Pan 1511 2.9 100.0 0.0 6 Pan 1442 2.9 100.0 0.0

NIL NIL NIL NIL

53933 gm 52341 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1609 3.0 3.0 97.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24943 46.2 49.2 50.8 30 - 70 3 20.00 22002 42.0 42.0 58.0 30 - 70

4 10.00 16730 31.0 80.3 19.7 10 - 35 4 10.00 18610 35.6 77.6 22.4 10 - 35

5 4.75 9107 16.9 97.1 2.9 0 - 5 5 4.75 10281 19.6 97.2 2.8 0 - 5

6 Pan 1544 2.9 100.0 0.0 6 Pan 1448 2.8 100.0 0.0

NIL NIL NIL NIL

51076 gm 50961 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1745 3.4 3.4 96.6 95 -100 2 40.00 1861 3.7 3.7 96.3 95 -100

3 20.00 28692 56.2 59.6 40.4 30 - 70 3 20.00 26987 53.0 56.6 43.4 30 - 70

4 10.00 10583 20.7 80.3 19.7 10 - 35 4 10.00 12806 25.1 81.7 18.3 10 - 35

5 4.75 8930 17.5 97.8 2.2 0 - 5 5 4.75 7467 14.7 96.4 3.6 0 - 5

6 Pan 1126 2.2 100.0 0.0 6 Pan 1840 3.6 100.0 0.0

NIL NIL NIL NIL

52302 gm 51711 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1364 2.6 2.6 97.4 95 -100 2 40.00 1668 3.2 3.2 96.8 95 -100

3 20.00 27152 51.9 54.5 45.5 30 - 70 3 20.00 25198 48.7 52.0 48.0 30 - 70

4 10.00 15600 29.8 84.3 15.7 10 - 35 4 10.00 15108 29.2 81.2 18.8 10 - 35

5 4.75 6769 12.9 97.3 2.7 0 - 5 5 4.75 8125 15.7 96.9 3.1 0 - 5

6 Pan 1417 2.7 100.0 0.0 6 Pan 1612 3.1 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 89: Sieve Analysis of 40mm Aggregate For Concrete

54455 gm 51295 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24284 44.6 44.6 55.4 30 - 70 3 20.00 27773 54.1 54.1 45.9 30 - 70

4 10.00 15912 29.2 73.8 26.2 10 - 35 4 10.00 9330 18.2 72.3 27.7 10 - 35

5 4.75 12248 22.5 96.3 3.7 0 - 5 5 4.75 12695 24.7 97.1 2.9 0 - 5

6 Pan 2011 3.7 100.0 0.0 6 Pan 1497 2.9 100.0 0.0

NIL NIL NIL NIL

55366 gm 55073 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2518 4.5 4.5 95.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26222 47.4 51.9 48.1 30 - 70 3 20.00 26873 48.8 48.8 51.2 30 - 70

4 10.00 15067 27.2 79.1 20.9 10 - 35 4 10.00 14323 26.0 74.8 25.2 10 - 35

5 4.75 10116 18.3 97.4 2.6 0 - 5 5 4.75 12338 22.4 97.2 2.8 0 - 5

6 Pan 1443 2.6 100.0 0.0 6 Pan 1539 2.8 100.0 0.0

NIL NIL NIL NIL

53460 gm 51776 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1759 3.4 3.4 96.6 95 -100

3 20.00 24208 45.3 45.3 54.7 30 - 70 3 20.00 25539 49.3 52.7 47.3 30 - 70

4 10.00 16689 31.2 76.5 23.5 10 - 35 4 10.00 16246 31.4 84.1 15.9 10 - 35

5 4.75 11206 21.0 97.5 2.5 0 - 5 5 4.75 6650 12.8 96.9 3.1 0 - 5

6 Pan 1357 2.5 100.0 0.0 6 Pan 1582 3.1 100.0 0.0

NIL NIL NIL NIL

51044 gm 52438 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24720 48.4 48.4 51.6 30 - 70 3 20.00 24690 47.1 47.1 52.9 30 - 70

4 10.00 15395 30.2 78.6 21.4 10 - 35 4 10.00 18632 35.5 82.6 17.4 10 - 35

5 4.75 9475 18.6 97.2 2.8 0 - 5 5 4.75 7423 14.2 96.8 3.2 0 - 5

6 Pan 1454 2.8 100.0 0.0 6 Pan 1693 3.2 100.0 0.0

NIL NIL NIL NIL

55419 gm 53867 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1984 3.6 3.6 96.4 95 -100 2 40.00 2452 4.6 4.6 95.4 95 -100

3 20.00 27054 48.8 52.4 47.6 30 - 70 3 20.00 28223 52.4 56.9 43.1 30 - 70

4 10.00 16665 30.1 82.5 17.5 10 - 35 4 10.00 12301 22.8 79.8 20.2 10 - 35

5 4.75 7918 14.3 96.8 3.2 0 - 5 5 4.75 9495 17.6 97.4 2.6 0 - 5

6 Pan 1798 3.2 100.0 0.0 6 Pan 1396 2.6 100.0 0.0

NIL NIL NIL NIL

52535 gm 50010 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1317 2.5 2.5 97.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 21285 40.5 43.0 57.0 30 - 70 3 20.00 26568 53.1 53.1 46.9 30 - 70

4 10.00 16677 31.7 74.8 25.2 10 - 35 4 10.00 14080 28.2 81.3 18.7 10 - 35

5 4.75 11787 22.4 97.2 2.8 0 - 5 5 4.75 7690 15.4 96.7 3.3 0 - 5

6 Pan 1469 2.8 100.0 0.0 6 Pan 1672 3.3 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 90: Sieve Analysis of 40mm Aggregate For Concrete

50622 gm 53831 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23895 47.2 47.2 52.8 30 - 70 3 20.00 24455 45.4 45.4 54.6 30 - 70

4 10.00 17016 33.6 80.8 19.2 10 - 35 4 10.00 18781 34.9 80.3 19.7 10 - 35

5 4.75 8243 16.3 97.1 2.9 0 - 5 5 4.75 9155 17.0 97.3 2.7 0 - 5

6 Pan 1468 2.9 100.0 0.0 6 Pan 1440 2.7 100.0 0.0

NIL NIL NIL NIL

51545 gm 51502 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2100 4.1 4.1 95.9 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27501 53.4 57.4 42.6 30 - 70 3 20.00 23597 45.8 45.8 54.2 30 - 70

4 10.00 12170 23.6 81.0 19.0 10 - 35 4 10.00 18375 35.7 81.5 18.5 10 - 35

5 4.75 7958 15.4 96.5 3.5 0 - 5 5 4.75 7802 15.1 96.6 3.4 0 - 5

6 Pan 1816 3.5 100.0 0.0 6 Pan 1728 3.4 100.0 0.0

NIL NIL NIL NIL

50312 gm 55954 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2133 3.8 3.8 96.2 95 -100

3 20.00 24697 49.1 49.1 50.9 30 - 70 3 20.00 25798 46.1 49.9 50.1 30 - 70

4 10.00 15240 30.3 79.4 20.6 10 - 35 4 10.00 13793 24.7 74.6 25.4 10 - 35

5 4.75 8664 17.2 96.6 3.4 0 - 5 5 4.75 12302 22.0 96.6 3.4 0 - 5

6 Pan 1711 3.4 100.0 0.0 6 Pan 1928 3.4 100.0 0.0

NIL NIL NIL NIL

52026 gm 55239 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1637 3.1 3.1 96.9 95 -100 2 40.00 2215 4.0 4.0 96.0 95 -100

3 20.00 25797 49.6 52.7 47.3 30 - 70 3 20.00 25716 46.6 50.6 49.4 30 - 70

4 10.00 14204 27.3 80.0 20.0 10 - 35 4 10.00 17508 31.7 82.3 17.7 10 - 35

5 4.75 8760 16.8 96.9 3.1 0 - 5 5 4.75 7835 14.2 96.4 3.6 0 - 5

6 Pan 1628 3.1 100.0 0.0 6 Pan 1965 3.6 100.0 0.0

NIL NIL NIL NIL

53806 gm 52550 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1644 3.1 3.1 96.9 95 -100

3 20.00 29633 55.1 55.1 44.9 30 - 70 3 20.00 22619 43.0 46.2 53.8 30 - 70

4 10.00 13118 24.4 79.5 20.5 10 - 35 4 10.00 16975 32.3 78.5 21.5 10 - 35

5 4.75 9434 17.5 97.0 3.0 0 - 5 5 4.75 9544 18.2 96.6 3.4 0 - 5

6 Pan 1621 3.0 100.0 0.0 6 Pan 1768 3.4 100.0 0.0

NIL NIL NIL NIL

52978 gm 50346 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1445 2.7 2.7 97.3 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25357 47.9 50.6 49.4 30 - 70 3 20.00 26676 53.0 53.0 47.0 30 - 70

4 10.00 14364 27.1 77.7 22.3 10 - 35 4 10.00 12573 25.0 78.0 22.0 10 - 35

5 4.75 10074 19.0 96.7 3.3 0 - 5 5 4.75 9739 19.3 97.3 2.7 0 - 5

6 Pan 1738 3.3 100.0 0.0 6 Pan 1358 2.7 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 91: Sieve Analysis of 40mm Aggregate For Concrete

52559 gm 53824 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2089 4.0 4.0 96.0 95 -100 2 40.00 2158 4.0 4.0 96.0 95 -100

3 20.00 22303 42.4 46.4 53.6 30 - 70 3 20.00 23151 43.0 47.0 53.0 30 - 70

4 10.00 18907 36.0 82.4 17.6 10 - 35 4 10.00 18554 34.5 81.5 18.5 10 - 35

5 4.75 7836 14.9 97.3 2.7 0 - 5 5 4.75 8167 15.2 96.7 3.3 0 - 5

6 Pan 1424 2.7 100.0 0.0 6 Pan 1794 3.3 100.0 0.0

NIL NIL NIL NIL

52557 gm 50168 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 31454 59.8 59.8 40.2 30 - 70 3 20.00 26087 52.0 52.0 48.0 30 - 70

4 10.00 10273 19.5 79.4 20.6 10 - 35 4 10.00 11987 23.9 75.9 24.1 10 - 35

5 4.75 9460 18.0 97.4 2.6 0 - 5 5 4.75 10695 21.3 97.2 2.8 0 - 5

6 Pan 1370 2.6 100.0 0.0 6 Pan 1399 2.8 100.0 0.0

NIL NIL NIL NIL

54493 gm 53281 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2059 3.8 3.8 96.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28246 51.8 55.6 44.4 30 - 70 3 20.00 24414 45.8 45.8 54.2 30 - 70

4 10.00 13817 25.4 81.0 19.0 10 - 35 4 10.00 15951 29.9 75.8 24.2 10 - 35

5 4.75 8720 16.0 97.0 3.0 0 - 5 5 4.75 10953 20.6 96.3 3.7 0 - 5

6 Pan 1651 3.0 100.0 0.0 6 Pan 1963 3.7 100.0 0.0

NIL NIL NIL NIL

50032 gm 52981 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1981 4.0 4.0 96.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 18584 37.1 41.1 58.9 30 - 70 3 20.00 23873 45.1 45.1 54.9 30 - 70

4 10.00 17699 35.4 76.5 23.5 10 - 35 4 10.00 17417 32.9 77.9 22.1 10 - 35

5 4.75 10130 20.2 96.7 3.3 0 - 5 5 4.75 10007 18.9 96.8 3.2 0 - 5

6 Pan 1638 3.3 100.0 0.0 6 Pan 1684 3.2 100.0 0.0

NIL NIL NIL NIL

52511 gm 55714 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26718 50.9 50.9 49.1 30 - 70 3 20.00 27636 49.6 49.6 50.4 30 - 70

4 10.00 15505 29.5 80.4 19.6 10 - 35 4 10.00 16078 28.9 78.5 21.5 10 - 35

5 4.75 8854 16.9 97.3 2.7 0 - 5 5 4.75 10352 18.6 97.0 3.0 0 - 5

6 Pan 1434 2.7 100.0 0.0 6 Pan 1648 3.0 100.0 0.0

NIL NIL NIL NIL

50552 gm 51038 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23892 47.3 47.3 52.7 30 - 70 3 20.00 26209 51.4 51.4 48.6 30 - 70

4 10.00 16098 31.8 79.1 20.9 10 - 35 4 10.00 13433 26.3 77.7 22.3 10 - 35

5 4.75 9312 18.4 97.5 2.5 0 - 5 5 4.75 9931 19.5 97.1 2.9 0 - 5

6 Pan 1250 2.5 100.0 0.0 6 Pan 1465 2.9 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 92: Sieve Analysis of 40mm Aggregate For Concrete

53251 gm 51800 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26209 49.2 49.2 50.8 30 - 70 3 20.00 26422 51.0 51.0 49.0 30 - 70

4 10.00 13462 25.3 74.5 25.5 10 - 35 4 10.00 15096 29.1 80.2 19.8 10 - 35

5 4.75 11817 22.2 96.7 3.3 0 - 5 5 4.75 8903 17.2 97.3 2.7 0 - 5

6 Pan 1763 3.3 100.0 0.0 6 Pan 1379 2.7 100.0 0.0

NIL NIL NIL NIL

50138 gm 55725 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1931 3.5 3.5 96.5 95 -100

3 20.00 26707 53.3 53.3 46.7 30 - 70 3 20.00 23114 41.5 44.9 55.1 30 - 70

4 10.00 12213 24.4 77.6 22.4 10 - 35 4 10.00 16999 30.5 75.4 24.6 10 - 35

5 4.75 9738 19.4 97.0 3.0 0 - 5 5 4.75 12387 22.2 97.7 2.3 0 - 5

6 Pan 1480 3.0 100.0 0.0 6 Pan 1294 2.3 100.0 0.0

NIL NIL NIL NIL

50364 gm 54907 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24054 47.8 47.8 52.2 30 - 70 3 20.00 25638 46.7 46.7 53.3 30 - 70

4 10.00 15545 30.9 78.6 21.4 10 - 35 4 10.00 19397 35.3 82.0 18.0 10 - 35

5 4.75 9293 18.5 97.1 2.9 0 - 5 5 4.75 8246 15.0 97.0 3.0 0 - 5

6 Pan 1472 2.9 100.0 0.0 6 Pan 1626 3.0 100.0 0.0

NIL NIL NIL NIL

55034 gm 54997 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1637 3.0 3.0 97.0 95 -100 2 40.00 1780 3.2 3.2 96.8 95 -100

3 20.00 24565 44.6 47.6 52.4 30 - 70 3 20.00 26721 48.6 51.8 48.2 30 - 70

4 10.00 16989 30.9 78.5 21.5 10 - 35 4 10.00 13824 25.1 77.0 23.0 10 - 35

5 4.75 9996 18.2 96.6 3.4 0 - 5 5 4.75 11098 20.2 97.1 2.9 0 - 5

6 Pan 1847 3.4 100.0 0.0 6 Pan 1574 2.9 100.0 0.0

NIL NIL NIL NIL

54559 gm 54171 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1817 3.3 3.3 96.7 95 -100 2 40.00 1903 3.5 3.5 96.5 95 -100

3 20.00 23687 43.4 46.7 53.3 30 - 70 3 20.00 21758 40.2 43.7 56.3 30 - 70

4 10.00 17942 32.9 79.6 20.4 10 - 35 4 10.00 18366 33.9 77.6 22.4 10 - 35

5 4.75 9455 17.3 97.0 3.0 0 - 5 5 4.75 10198 18.8 96.4 3.6 0 - 5

6 Pan 1658 3.0 100.0 0.0 6 Pan 1946 3.6 100.0 0.0

NIL NIL NIL NIL

55633 gm 50459 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1642 3.0 3.0 97.0 95 -100 2 40.00 1603 3.2 3.2 96.8 95 -100

3 20.00 22445 40.3 43.3 56.7 30 - 70 3 20.00 22208 44.0 47.2 52.8 30 - 70

4 10.00 21173 38.1 81.4 18.6 10 - 35 4 10.00 13902 27.6 74.7 25.3 10 - 35

5 4.75 8760 15.7 97.1 2.9 0 - 5 5 4.75 11424 22.6 97.4 2.6 0 - 5

6 Pan 1613 2.9 100.0 0.0 6 Pan 1322 2.6 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 93: Sieve Analysis of 40mm Aggregate For Concrete

54016 gm 50384 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2017 4.0 4.0 96.0 95 -100

3 20.00 31756 58.8 58.8 41.2 30 - 70 3 20.00 23553 46.7 50.8 49.2 30 - 70

4 10.00 10863 20.1 78.9 21.1 10 - 35 4 10.00 15318 30.4 81.2 18.8 10 - 35

5 4.75 9878 18.3 97.2 2.8 0 - 5 5 4.75 8063 16.0 97.2 2.8 0 - 5

6 Pan 1519 2.8 100.0 0.0 6 Pan 1433 2.8 100.0 0.0

NIL NIL NIL NIL

50824 gm 55333 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1800 3.5 3.5 96.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 19679 38.7 42.3 57.7 30 - 70 3 20.00 32124 58.1 58.1 41.9 30 - 70

4 10.00 19039 37.5 79.7 20.3 10 - 35 4 10.00 13003 23.5 81.6 18.4 10 - 35

5 4.75 8956 17.6 97.3 2.7 0 - 5 5 4.75 8172 14.8 96.3 3.7 0 - 5

6 Pan 1350 2.7 100.0 0.0 6 Pan 2034 3.7 100.0 0.0

NIL NIL NIL NIL

55959 gm 51563 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1773 3.2 3.2 96.8 95 -100 2 40.00 1896 3.7 3.7 96.3 95 -100

3 20.00 29505 52.7 55.9 44.1 30 - 70 3 20.00 23914 46.4 50.1 49.9 30 - 70

4 10.00 14342 25.6 81.5 18.5 10 - 35 4 10.00 15266 29.6 79.7 20.3 10 - 35

5 4.75 8899 15.9 97.4 2.6 0 - 5 5 4.75 8917 17.3 97.0 3.0 0 - 5

6 Pan 1440 2.6 100.0 0.0 6 Pan 1570 3.0 100.0 0.0

NIL NIL NIL NIL

51536 gm 52821 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1585 3.0 3.0 97.0 95 -100

3 20.00 25266 49.0 49.0 51.0 30 - 70 3 20.00 23587 44.7 47.7 52.3 30 - 70

4 10.00 15009 29.1 78.1 21.9 10 - 35 4 10.00 16830 31.9 79.5 20.5 10 - 35

5 4.75 9744 18.9 97.1 2.9 0 - 5 5 4.75 9337 17.7 97.2 2.8 0 - 5

6 Pan 1517 2.9 100.0 0.0 6 Pan 1482 2.8 100.0 0.0

NIL NIL NIL NIL

55560 gm 50547 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1897 3.8 3.8 96.2 95 -100

3 20.00 30948 55.7 55.7 44.3 30 - 70 3 20.00 20495 40.5 44.3 55.7 30 - 70

4 10.00 11696 21.1 76.8 23.2 10 - 35 4 10.00 17915 35.4 79.7 20.3 10 - 35

5 4.75 11334 20.4 97.2 2.8 0 - 5 5 4.75 8786 17.4 97.1 2.9 0 - 5

6 Pan 1582 2.8 100.0 0.0 6 Pan 1454 2.9 100.0 0.0

NIL NIL NIL NIL

54551 gm 51112 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1662 3.3 3.3 96.7 95 -100

3 20.00 23797 43.6 43.6 56.4 30 - 70 3 20.00 22915 44.8 48.1 51.9 30 - 70

4 10.00 17013 31.2 74.8 25.2 10 - 35 4 10.00 16062 31.4 79.5 20.5 10 - 35

5 4.75 12392 22.7 97.5 2.5 0 - 5 5 4.75 9133 17.9 97.4 2.6 0 - 5

6 Pan 1349 2.5 100.0 0.0 6 Pan 1340 2.6 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 94: Sieve Analysis of 40mm Aggregate For Concrete

52062 gm 50822 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30651 58.9 58.9 41.1 30 - 70 3 20.00 25727 50.6 50.6 49.4 30 - 70

4 10.00 11119 21.4 80.2 19.8 10 - 35 4 10.00 15859 31.2 81.8 18.2 10 - 35

5 4.75 8743 16.8 97.0 3.0 0 - 5 5 4.75 7616 15.0 96.8 3.2 0 - 5

6 Pan 1549 3.0 100.0 0.0 6 Pan 1620 3.2 100.0 0.0

NIL NIL NIL NIL

51085 gm 54696 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2181 4.3 4.3 95.7 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 20201 39.5 43.8 56.2 30 - 70 3 20.00 22931 41.9 41.9 58.1 30 - 70

4 10.00 17526 34.3 78.1 21.9 10 - 35 4 10.00 18827 34.4 76.3 23.7 10 - 35

5 4.75 9628 18.8 97.0 3.0 0 - 5 5 4.75 11384 20.8 97.2 2.8 0 - 5

6 Pan 1549 3.0 100.0 0.0 6 Pan 1554 2.8 100.0 0.0

NIL NIL NIL NIL

54812 gm 51118 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2178 4.3 4.3 95.7 95 -100

3 20.00 24245 44.2 44.2 55.8 30 - 70 3 20.00 19946 39.0 43.3 56.7 30 - 70

4 10.00 21367 39.0 83.2 16.8 10 - 35 4 10.00 18646 36.5 79.8 20.2 10 - 35

5 4.75 7280 13.3 96.5 3.5 0 - 5 5 4.75 8799 17.2 97.0 3.0 0 - 5

6 Pan 1920 3.5 100.0 0.0 6 Pan 1549 3.0 100.0 0.0

NIL NIL NIL NIL

50512 gm 51351 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1773 3.5 3.5 96.5 95 -100 2 40.00 2123 4.1 4.1 95.9 95 -100

3 20.00 22492 44.5 48.0 52.0 30 - 70 3 20.00 23067 44.9 49.1 50.9 30 - 70

4 10.00 13938 27.6 75.6 24.4 10 - 35 4 10.00 14806 28.8 77.9 22.1 10 - 35

5 4.75 10669 21.1 96.8 3.2 0 - 5 5 4.75 9730 18.9 96.8 3.2 0 - 5

6 Pan 1640 3.2 100.0 0.0 6 Pan 1625 3.2 100.0 0.0

NIL NIL NIL NIL

55107 gm 51238 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1604 2.9 2.9 97.1 95 -100 2 40.00 1874 3.7 3.7 96.3 95 -100

3 20.00 24329 44.1 47.1 52.9 30 - 70 3 20.00 20351 39.7 43.4 56.6 30 - 70

4 10.00 15153 27.5 74.6 25.4 10 - 35 4 10.00 17209 33.6 77.0 23.0 10 - 35

5 4.75 12387 22.5 97.0 3.0 0 - 5 5 4.75 10513 20.5 97.5 2.5 0 - 5

6 Pan 1634 3.0 100.0 0.0 6 Pan 1291 2.5 100.0 0.0

NIL NIL NIL NIL

54408 gm 54874 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1676 3.1 3.1 96.9 95 -100

3 20.00 18707 34.4 34.4 65.6 30 - 70 3 20.00 27623 50.3 53.4 46.6 30 - 70

4 10.00 24967 45.9 80.3 19.7 10 - 35 4 10.00 11677 21.3 74.7 25.3 10 - 35

5 4.75 8896 16.4 96.6 3.4 0 - 5 5 4.75 12593 22.9 97.6 2.4 0 - 5

6 Pan 1838 3.4 100.0 0.0 6 Pan 1305 2.4 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 95: Sieve Analysis of 40mm Aggregate For Concrete

52588 gm 53414 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1846 3.5 3.5 96.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25734 48.9 52.4 47.6 30 - 70 3 20.00 26862 50.3 50.3 49.7 30 - 70

4 10.00 12511 23.8 76.2 23.8 10 - 35 4 10.00 16860 31.6 81.9 18.1 10 - 35

5 4.75 11145 21.2 97.4 2.6 0 - 5 5 4.75 7962 14.9 96.8 3.2 0 - 5

6 Pan 1352 2.6 100.0 0.0 6 Pan 1730 3.2 100.0 0.0

NIL NIL NIL NIL

55602 gm 52599 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2071 3.7 3.7 96.3 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22407 40.3 44.0 56.0 30 - 70 3 20.00 25439 48.4 48.4 51.6 30 - 70

4 10.00 18690 33.6 77.6 22.4 10 - 35 4 10.00 14924 28.4 76.7 23.3 10 - 35

5 4.75 10621 19.1 96.7 3.3 0 - 5 5 4.75 10886 20.7 97.4 2.6 0 - 5

6 Pan 1813 3.3 100.0 0.0 6 Pan 1350 2.6 100.0 0.0

NIL NIL NIL NIL

50525 gm 53296 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1930 3.8 3.8 96.2 95 -100 2 40.00 2425 4.6 4.6 95.4 95 -100

3 20.00 25931 51.3 55.1 44.9 30 - 70 3 20.00 19298 36.2 40.8 59.2 30 - 70

4 10.00 12782 25.3 80.4 19.6 10 - 35 4 10.00 20027 37.6 78.3 21.7 10 - 35

5 4.75 8596 17.0 97.5 2.5 0 - 5 5 4.75 9810 18.4 96.7 3.3 0 - 5

6 Pan 1286 2.5 100.0 0.0 6 Pan 1736 3.3 100.0 0.0

NIL NIL NIL NIL

53132 gm 50744 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2124 4.2 4.2 95.8 95 -100

3 20.00 24584 46.3 46.3 53.7 30 - 70 3 20.00 21304 42.0 46.2 53.8 30 - 70

4 10.00 18368 34.6 80.8 19.2 10 - 35 4 10.00 19098 37.6 83.8 16.2 10 - 35

5 4.75 8621 16.2 97.1 2.9 0 - 5 5 4.75 7117 14.0 97.8 2.2 0 - 5

6 Pan 1559 2.9 100.0 0.0 6 Pan 1101 2.2 100.0 0.0

NIL NIL NIL NIL

51108 gm 50415 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2165 4.2 4.2 95.8 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25636 50.2 54.4 45.6 30 - 70 3 20.00 24286 48.2 48.2 51.8 30 - 70

4 10.00 12474 24.4 78.8 21.2 10 - 35 4 10.00 15931 31.6 79.8 20.2 10 - 35

5 4.75 9586 18.8 97.6 2.4 0 - 5 5 4.75 8674 17.2 97.0 3.0 0 - 5

6 Pan 1247 2.4 100.0 0.0 6 Pan 1524 3.0 100.0 0.0

NIL NIL NIL NIL

53167 gm 55961 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2340 4.4 4.4 95.6 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 21984 41.3 45.8 54.2 30 - 70 3 20.00 22948 41.0 41.0 59.0 30 - 70

4 10.00 17526 33.0 78.7 21.3 10 - 35 4 10.00 20761 37.1 78.1 21.9 10 - 35

5 4.75 9818 18.5 97.2 2.8 0 - 5 5 4.75 10229 18.3 96.4 3.6 0 - 5

6 Pan 1499 2.8 100.0 0.0 6 Pan 2023 3.6 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 96: Sieve Analysis of 40mm Aggregate For Concrete

52012 gm 52953 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1729 3.3 3.3 96.7 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28123 54.1 57.4 42.6 30 - 70 3 20.00 29661 56.0 56.0 44.0 30 - 70

4 10.00 8152 15.7 73.1 26.9 10 - 35 4 10.00 12036 22.7 78.7 21.3 10 - 35

5 4.75 12270 23.6 96.7 3.3 0 - 5 5 4.75 9737 18.4 97.1 2.9 0 - 5

6 Pan 1738 3.3 100.0 0.0 6 Pan 1519 2.9 100.0 0.0

NIL NIL NIL NIL

53210 gm 52754 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2350 4.5 4.5 95.5 95 -100

3 20.00 24247 45.6 45.6 54.4 30 - 70 3 20.00 24781 47.0 51.4 48.6 30 - 70

4 10.00 17449 32.8 78.4 21.6 10 - 35 4 10.00 11844 22.5 73.9 26.1 10 - 35

5 4.75 9704 18.2 96.6 3.4 0 - 5 5 4.75 12133 23.0 96.9 3.1 0 - 5

6 Pan 1810 3.4 100.0 0.0 6 Pan 1646 3.1 100.0 0.0

NIL NIL NIL NIL

52077 gm 54875 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1938 3.5 3.5 96.5 95 -100

3 20.00 20913 40.2 40.2 59.8 30 - 70 3 20.00 28984 52.8 56.3 43.7 30 - 70

4 10.00 21854 42.0 82.1 17.9 10 - 35 4 10.00 11305 20.6 77.0 23.0 10 - 35

5 4.75 7737 14.9 97.0 3.0 0 - 5 5 4.75 11165 20.3 97.3 2.7 0 - 5

6 Pan 1573 3.0 100.0 0.0 6 Pan 1483 2.7 100.0 0.0

NIL NIL NIL NIL

51296 gm 54503 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1510 2.9 2.9 97.1 95 -100 2 40.00 2226 4.1 4.1 95.9 95 -100

3 20.00 25765 50.2 53.2 46.8 30 - 70 3 20.00 24607 45.1 49.2 50.8 30 - 70

4 10.00 13653 26.6 79.8 20.2 10 - 35 4 10.00 17588 32.3 81.5 18.5 10 - 35

5 4.75 8725 17.0 96.8 3.2 0 - 5 5 4.75 8374 15.4 96.9 3.1 0 - 5

6 Pan 1643 3.2 100.0 0.0 6 Pan 1708 3.1 100.0 0.0

NIL NIL NIL NIL

55369 gm 50355 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2051 3.7 3.7 96.3 95 -100 2 40.00 1501 3.0 3.0 97.0 95 -100

3 20.00 23412 42.3 46.0 54.0 30 - 70 3 20.00 25855 51.3 54.3 45.7 30 - 70

4 10.00 18736 33.8 79.8 20.2 10 - 35 4 10.00 9036 17.9 72.3 27.7 10 - 35

5 4.75 9588 17.3 97.1 2.9 0 - 5 5 4.75 12619 25.1 97.3 2.7 0 - 5

6 Pan 1582 2.9 100.0 0.0 6 Pan 1344 2.7 100.0 0.0

NIL NIL NIL NIL

55850 gm 50081 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1840 3.7 3.7 96.3 95 -100

3 20.00 28539 51.1 51.1 48.9 30 - 70 3 20.00 20788 41.5 45.2 54.8 30 - 70

4 10.00 15192 27.2 78.3 21.7 10 - 35 4 10.00 14559 29.1 74.3 25.7 10 - 35

5 4.75 10320 18.5 96.8 3.2 0 - 5 5 4.75 11446 22.9 97.1 2.9 0 - 5

6 Pan 1799 3.2 100.0 0.0 6 Pan 1448 2.9 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 97: Sieve Analysis of 40mm Aggregate For Concrete

51224 gm 55052 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1762 3.2 3.2 96.8 95 -100

3 20.00 22052 43.1 43.1 56.9 30 - 70 3 20.00 23791 43.2 46.4 53.6 30 - 70

4 10.00 21269 41.5 84.6 15.4 10 - 35 4 10.00 15836 28.8 75.2 24.8 10 - 35

5 4.75 6441 12.6 97.1 2.9 0 - 5 5 4.75 12273 22.3 97.5 2.5 0 - 5

6 Pan 1462 2.9 100.0 0.0 6 Pan 1390 2.5 100.0 0.0

NIL NIL NIL NIL

55039 gm 53124 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1386 2.5 2.5 97.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30550 55.5 58.0 42.0 30 - 70 3 20.00 29492 55.5 55.5 44.5 30 - 70

4 10.00 11981 21.8 79.8 20.2 10 - 35 4 10.00 10986 20.7 76.2 23.8 10 - 35

5 4.75 9454 17.2 97.0 3.0 0 - 5 5 4.75 11094 20.9 97.1 2.9 0 - 5

6 Pan 1668 3.0 100.0 0.0 6 Pan 1552 2.9 100.0 0.0

NIL NIL NIL NIL

55366 gm 50426 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1958 3.5 3.5 96.5 95 -100 2 40.00 1766 3.5 3.5 96.5 95 -100

3 20.00 21733 39.3 42.8 57.2 30 - 70 3 20.00 22252 44.1 47.6 52.4 30 - 70

4 10.00 19750 35.7 78.5 21.5 10 - 35 4 10.00 15192 30.1 77.8 22.2 10 - 35

5 4.75 10209 18.4 96.9 3.1 0 - 5 5 4.75 9785 19.4 97.2 2.8 0 - 5

6 Pan 1716 3.1 100.0 0.0 6 Pan 1431 2.8 100.0 0.0

NIL NIL NIL NIL

50332 gm 55300 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1666 3.0 3.0 97.0 95 -100

3 20.00 27645 54.9 54.9 45.1 30 - 70 3 20.00 20678 37.4 40.4 59.6 30 - 70

4 10.00 9491 18.9 73.8 26.2 10 - 35 4 10.00 21880 39.6 80.0 20.0 10 - 35

5 4.75 11584 23.0 96.8 3.2 0 - 5 5 4.75 9457 17.1 97.1 2.9 0 - 5

6 Pan 1612 3.2 100.0 0.0 6 Pan 1619 2.9 100.0 0.0

NIL NIL NIL NIL

53149 gm 50137 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1999 3.8 3.8 96.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28295 53.2 57.0 43.0 30 - 70 3 20.00 20221 40.3 40.3 59.7 30 - 70

4 10.00 14420 27.1 84.1 15.9 10 - 35 4 10.00 19807 39.5 79.8 20.2 10 - 35

5 4.75 6860 12.9 97.0 3.0 0 - 5 5 4.75 8630 17.2 97.1 2.9 0 - 5

6 Pan 1575 3.0 100.0 0.0 6 Pan 1479 2.9 100.0 0.0

NIL NIL NIL NIL

53930 gm 53979 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24881 46.1 46.1 53.9 30 - 70 3 20.00 21767 40.3 40.3 59.7 30 - 70

4 10.00 14525 26.9 73.1 26.9 10 - 35 4 10.00 19293 35.7 76.1 23.9 10 - 35

5 4.75 13058 24.2 97.3 2.7 0 - 5 5 4.75 11595 21.5 97.5 2.5 0 - 5

6 Pan 1466 2.7 100.0 0.0 6 Pan 1324 2.5 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 98: Sieve Analysis of 40mm Aggregate For Concrete

52924 gm 55633 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27859 52.6 52.6 47.4 30 - 70 3 20.00 25028 45.0 45.0 55.0 30 - 70

4 10.00 15018 28.4 81.0 19.0 10 - 35 4 10.00 19237 34.6 79.6 20.4 10 - 35

5 4.75 8362 15.8 96.8 3.2 0 - 5 5 4.75 9917 17.8 97.4 2.6 0 - 5

6 Pan 1685 3.2 100.0 0.0 6 Pan 1451 2.6 100.0 0.0

NIL NIL NIL NIL

51238 gm 51928 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2001 3.9 3.9 96.1 95 -100

3 20.00 26659 52.0 52.0 48.0 30 - 70 3 20.00 24018 46.3 50.1 49.9 30 - 70

4 10.00 13382 26.1 78.1 21.9 10 - 35 4 10.00 15025 28.9 79.0 21.0 10 - 35

5 4.75 9782 19.1 97.2 2.8 0 - 5 5 4.75 9168 17.7 96.7 3.3 0 - 5

6 Pan 1415 2.8 100.0 0.0 6 Pan 1716 3.3 100.0 0.0

NIL NIL NIL NIL

52025 gm 53906 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1694 3.3 3.3 96.7 95 -100 2 40.00 2293 4.3 4.3 95.7 95 -100

3 20.00 28875 55.5 58.8 41.2 30 - 70 3 20.00 23207 43.1 47.3 52.7 30 - 70

4 10.00 10387 20.0 78.7 21.3 10 - 35 4 10.00 16345 30.3 77.6 22.4 10 - 35

5 4.75 9547 18.4 97.1 2.9 0 - 5 5 4.75 10611 19.7 97.3 2.7 0 - 5

6 Pan 1522 2.9 100.0 0.0 6 Pan 1450 2.7 100.0 0.0

NIL NIL NIL NIL

51240 gm 51585 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1968 3.8 3.8 96.2 95 -100 2 40.00 1909 3.7 3.7 96.3 95 -100

3 20.00 20804 40.6 44.4 55.6 30 - 70 3 20.00 18302 35.5 39.2 60.8 30 - 70

4 10.00 16074 31.4 75.8 24.2 10 - 35 4 10.00 18965 36.8 75.9 24.1 10 - 35

5 4.75 10531 20.6 96.4 3.6 0 - 5 5 4.75 11020 21.4 97.3 2.7 0 - 5

6 Pan 1863 3.6 100.0 0.0 6 Pan 1389 2.7 100.0 0.0

NIL NIL NIL NIL

52980 gm 51567 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1911 3.6 3.6 96.4 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24517 46.3 49.9 50.1 30 - 70 3 20.00 26452 51.3 51.3 48.7 30 - 70

4 10.00 16630 31.4 81.3 18.7 10 - 35 4 10.00 15175 29.4 80.7 19.3 10 - 35

5 4.75 8678 16.4 97.7 2.3 0 - 5 5 4.75 8358 16.2 96.9 3.1 0 - 5

6 Pan 1244 2.3 100.0 0.0 6 Pan 1582 3.1 100.0 0.0

NIL NIL NIL NIL

54075 gm 54273 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2039 3.8 3.8 96.2 95 -100

3 20.00 23815 44.0 44.0 56.0 30 - 70 3 20.00 19470 35.9 39.6 60.4 30 - 70

4 10.00 18652 34.5 78.5 21.5 10 - 35 4 10.00 21122 38.9 78.5 21.5 10 - 35

5 4.75 9933 18.4 96.9 3.1 0 - 5 5 4.75 9923 18.3 96.8 3.2 0 - 5

6 Pan 1675 3.1 100.0 0.0 6 Pan 1719 3.2 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 99: Sieve Analysis of 40mm Aggregate For Concrete

54830 gm 51793 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27922 50.9 50.9 49.1 30 - 70 3 20.00 24584 47.5 47.5 52.5 30 - 70

4 10.00 14318 26.1 77.0 23.0 10 - 35 4 10.00 15430 29.8 77.3 22.7 10 - 35

5 4.75 10881 19.8 96.9 3.1 0 - 5 5 4.75 10201 19.7 97.0 3.0 0 - 5

6 Pan 1709 3.1 100.0 0.0 6 Pan 1578 3.0 100.0 0.0

NIL NIL NIL NIL

52154 gm 55819 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27428 52.6 52.6 47.4 30 - 70 3 20.00 27021 48.4 48.4 51.6 30 - 70

4 10.00 14260 27.3 79.9 20.1 10 - 35 4 10.00 17764 31.8 80.2 19.8 10 - 35

5 4.75 9068 17.4 97.3 2.7 0 - 5 5 4.75 9516 17.0 97.3 2.7 0 - 5

6 Pan 1398 2.7 100.0 0.0 6 Pan 1518 2.7 100.0 0.0

NIL NIL NIL NIL

55220 gm 52789 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29148 52.8 52.8 47.2 30 - 70 3 20.00 24100 45.7 45.7 54.3 30 - 70

4 10.00 16086 29.1 81.9 18.1 10 - 35 4 10.00 18712 35.4 81.1 18.9 10 - 35

5 4.75 8366 15.2 97.1 2.9 0 - 5 5 4.75 8367 15.8 97.0 3.0 0 - 5

6 Pan 1620 2.9 100.0 0.0 6 Pan 1610 3.0 100.0 0.0

NIL NIL NIL NIL

51345 gm 52453 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2001 3.9 3.9 96.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23532 45.8 49.7 50.3 30 - 70 3 20.00 23892 45.5 45.5 54.5 30 - 70

4 10.00 17584 34.2 84.0 16.0 10 - 35 4 10.00 17136 32.7 78.2 21.8 10 - 35

5 4.75 6460 12.6 96.6 3.4 0 - 5 5 4.75 9817 18.7 96.9 3.1 0 - 5

6 Pan 1768 3.4 100.0 0.0 6 Pan 1608 3.1 100.0 0.0

NIL NIL NIL NIL

52855 gm 55245 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2337 4.2 4.2 95.8 95 -100

3 20.00 25135 47.6 47.6 52.4 30 - 70 3 20.00 27180 49.2 53.4 46.6 30 - 70

4 10.00 17832 33.7 81.3 18.7 10 - 35 4 10.00 12190 22.1 75.5 24.5 10 - 35

5 4.75 8361 15.8 97.1 2.9 0 - 5 5 4.75 11898 21.5 97.0 3.0 0 - 5

6 Pan 1527 2.9 100.0 0.0 6 Pan 1640 3.0 100.0 0.0

NIL NIL NIL NIL

50568 gm 54608 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1986 3.6 3.6 96.4 95 -100

3 20.00 24367 48.2 48.2 51.8 30 - 70 3 20.00 30054 55.0 58.7 41.3 30 - 70

4 10.00 14458 28.6 76.8 23.2 10 - 35 4 10.00 11270 20.6 79.3 20.7 10 - 35

5 4.75 10191 20.2 96.9 3.1 0 - 5 5 4.75 9625 17.6 96.9 3.1 0 - 5

6 Pan 1552 3.1 100.0 0.0 6 Pan 1673 3.1 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 100: Sieve Analysis of 40mm Aggregate For Concrete

53030 gm 51065 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1957 3.7 3.7 96.3 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 21854 41.2 44.9 55.1 30 - 70 3 20.00 25449 49.8 49.8 50.2 30 - 70

4 10.00 15918 30.0 74.9 25.1 10 - 35 4 10.00 12428 24.3 74.2 25.8 10 - 35

5 4.75 11549 21.8 96.7 3.3 0 - 5 5 4.75 11681 22.9 97.0 3.0 0 - 5

6 Pan 1752 3.3 100.0 0.0 6 Pan 1507 3.0 100.0 0.0

NIL NIL NIL NIL

55334 gm 53192 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2253 4.1 4.1 95.9 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27574 49.8 53.9 46.1 30 - 70 3 20.00 25229 47.4 47.4 52.6 30 - 70

4 10.00 12018 21.7 75.6 24.4 10 - 35 4 10.00 16638 31.3 78.7 21.3 10 - 35

5 4.75 11994 21.7 97.3 2.7 0 - 5 5 4.75 9626 18.1 96.8 3.2 0 - 5

6 Pan 1495 2.7 100.0 0.0 6 Pan 1699 3.2 100.0 0.0

NIL NIL NIL NIL

55933 gm 50014 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1387 2.8 2.8 97.2 95 -100

3 20.00 27928 49.9 49.9 50.1 30 - 70 3 20.00 20832 41.7 44.4 55.6 30 - 70

4 10.00 17503 31.3 81.2 18.8 10 - 35 4 10.00 17527 35.0 79.5 20.5 10 - 35

5 4.75 8909 15.9 97.2 2.8 0 - 5 5 4.75 8824 17.6 97.1 2.9 0 - 5

6 Pan 1593 2.8 100.0 0.0 6 Pan 1444 2.9 100.0 0.0

NIL NIL NIL NIL

51806 gm 54305 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1639 3.2 3.2 96.8 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22802 44.0 47.2 52.8 30 - 70 3 20.00 29428 54.2 54.2 45.8 30 - 70

4 10.00 18905 36.5 83.7 16.3 10 - 35 4 10.00 15083 27.8 82.0 18.0 10 - 35

5 4.75 6989 13.5 97.2 2.8 0 - 5 5 4.75 8232 15.2 97.1 2.9 0 - 5

6 Pan 1471 2.8 100.0 0.0 6 Pan 1562 2.9 100.0 0.0

NIL NIL NIL NIL

53924 gm 55578 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1609 3.0 3.0 97.0 95 -100 2 40.00 2033 3.7 3.7 96.3 95 -100

3 20.00 25164 46.7 49.6 50.4 30 - 70 3 20.00 24707 44.5 48.1 51.9 30 - 70

4 10.00 14678 27.2 76.9 23.1 10 - 35 4 10.00 16491 29.7 77.8 22.2 10 - 35

5 4.75 11085 20.6 97.4 2.6 0 - 5 5 4.75 10627 19.1 96.9 3.1 0 - 5

6 Pan 1388 2.6 100.0 0.0 6 Pan 1720 3.1 100.0 0.0

NIL NIL NIL NIL

53945 gm 51738 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1511 2.8 2.8 97.2 95 -100 2 40.00 1499 2.9 2.9 97.1 95 -100

3 20.00 28258 52.4 55.2 44.8 30 - 70 3 20.00 24710 47.8 50.7 49.3 30 - 70

4 10.00 14662 27.2 82.4 17.6 10 - 35 4 10.00 16427 31.8 82.4 17.6 10 - 35

5 4.75 7727 14.3 96.7 3.3 0 - 5 5 4.75 7032 13.6 96.0 4.0 0 - 5

6 Pan 1787 3.3 100.0 0.0 6 Pan 2070 4.0 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 101: Sieve Analysis of 40mm Aggregate For Concrete

53020 gm 51582 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2133 4.0 4.0 96.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23947 45.2 49.2 50.8 30 - 70 3 20.00 27577 53.5 53.5 46.5 30 - 70

4 10.00 16169 30.5 79.7 20.3 10 - 35 4 10.00 14546 28.2 81.7 18.3 10 - 35

5 4.75 9015 17.0 96.7 3.3 0 - 5 5 4.75 8033 15.6 97.2 2.8 0 - 5

6 Pan 1756 3.3 100.0 0.0 6 Pan 1426 2.8 100.0 0.0

NIL NIL NIL NIL

50369 gm 51734 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1743 3.5 3.5 96.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23951 47.6 51.0 49.0 30 - 70 3 20.00 23647 45.7 45.7 54.3 30 - 70

4 10.00 14333 28.5 79.5 20.5 10 - 35 4 10.00 20567 39.8 85.5 14.5 10 - 35

5 4.75 8823 17.5 97.0 3.0 0 - 5 5 4.75 6017 11.6 97.1 2.9 0 - 5

6 Pan 1519 3.0 100.0 0.0 6 Pan 1503 2.9 100.0 0.0

NIL NIL NIL NIL

53057 gm 53458 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2003 3.8 3.8 96.2 95 -100 2 40.00 1628 3.0 3.0 97.0 95 -100

3 20.00 27838 52.5 56.2 43.8 30 - 70 3 20.00 23689 44.3 47.4 52.6 30 - 70

4 10.00 13677 25.8 82.0 18.0 10 - 35 4 10.00 16873 31.6 78.9 21.1 10 - 35

5 4.75 8291 15.6 97.6 2.4 0 - 5 5 4.75 10099 18.9 97.8 2.2 0 - 5

6 Pan 1248 2.4 100.0 0.0 6 Pan 1169 2.2 100.0 0.0

NIL NIL NIL NIL

52196 gm 50082 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22824 43.7 43.7 56.3 30 - 70 3 20.00 25972 51.9 51.9 48.1 30 - 70

4 10.00 15343 29.4 73.1 26.9 10 - 35 4 10.00 14508 29.0 80.8 19.2 10 - 35

5 4.75 12760 24.4 97.6 2.4 0 - 5 5 4.75 8263 16.5 97.3 2.7 0 - 5

6 Pan 1269 2.4 100.0 0.0 6 Pan 1339 2.7 100.0 0.0

NIL NIL NIL NIL

52978 gm 50552 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1789 3.4 3.4 96.6 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29253 55.2 58.6 41.4 30 - 70 3 20.00 21940 43.4 43.4 56.6 30 - 70

4 10.00 9328 17.6 76.2 23.8 10 - 35 4 10.00 18612 36.8 80.2 19.8 10 - 35

5 4.75 11477 21.7 97.9 2.1 0 - 5 5 4.75 8278 16.4 96.6 3.4 0 - 5

6 Pan 1131 2.1 100.0 0.0 6 Pan 1722 3.4 100.0 0.0

NIL NIL NIL NIL

52842 gm 52663 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2134 4.0 4.0 96.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26126 49.4 53.5 46.5 30 - 70 3 20.00 29380 55.8 55.8 44.2 30 - 70

4 10.00 13426 25.4 78.9 21.1 10 - 35 4 10.00 13700 26.0 81.8 18.2 10 - 35

5 4.75 9806 18.6 97.4 2.6 0 - 5 5 4.75 7659 14.5 96.3 3.7 0 - 5

6 Pan 1350 2.6 100.0 0.0 6 Pan 1924 3.7 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 102: Sieve Analysis of 40mm Aggregate For Concrete

53036 gm 54429 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1894 3.5 3.5 96.5 95 -100

3 20.00 28557 53.8 53.8 46.2 30 - 70 3 20.00 29409 54.0 57.5 42.5 30 - 70

4 10.00 15587 29.4 83.2 16.8 10 - 35 4 10.00 12999 23.9 81.4 18.6 10 - 35

5 4.75 7042 13.3 96.5 3.5 0 - 5 5 4.75 8563 15.7 97.1 2.9 0 - 5

6 Pan 1850 3.5 100.0 0.0 6 Pan 1564 2.9 100.0 0.0

NIL NIL NIL NIL

55511 gm 51733 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1803 3.2 3.2 96.8 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25370 45.7 49.0 51.0 30 - 70 3 20.00 25213 48.7 48.7 51.3 30 - 70

4 10.00 17928 32.3 81.2 18.8 10 - 35 4 10.00 16291 31.5 80.2 19.8 10 - 35

5 4.75 8505 15.3 96.6 3.4 0 - 5 5 4.75 8678 16.8 97.0 3.0 0 - 5

6 Pan 1905 3.4 100.0 0.0 6 Pan 1551 3.0 100.0 0.0

NIL NIL NIL NIL

51339 gm 54832 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1389 2.5 2.5 97.5 95 -100

3 20.00 26386 51.4 51.4 48.6 30 - 70 3 20.00 25320 46.2 48.7 51.3 30 - 70

4 10.00 15262 29.7 81.1 18.9 10 - 35 4 10.00 16001 29.2 77.9 22.1 10 - 35

5 4.75 8513 16.6 97.7 2.3 0 - 5 5 4.75 10456 19.1 97.0 3.0 0 - 5

6 Pan 1178 2.3 100.0 0.0 6 Pan 1666 3.0 100.0 0.0

NIL NIL NIL NIL

53823 gm 53656 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 21825 40.5 40.5 59.5 30 - 70 3 20.00 26389 49.2 49.2 50.8 30 - 70

4 10.00 19636 36.5 77.0 23.0 10 - 35 4 10.00 13730 25.6 74.8 25.2 10 - 35

5 4.75 10764 20.0 97.0 3.0 0 - 5 5 4.75 12107 22.6 97.3 2.7 0 - 5

6 Pan 1598 3.0 100.0 0.0 6 Pan 1430 2.7 100.0 0.0

NIL NIL NIL NIL

52109 gm 55852 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1967 3.8 3.8 96.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27618 53.0 56.8 43.2 30 - 70 3 20.00 27312 48.9 48.9 51.1 30 - 70

4 10.00 10488 20.1 76.9 23.1 10 - 35 4 10.00 14339 25.7 74.6 25.4 10 - 35

5 4.75 10459 20.1 97.0 3.0 0 - 5 5 4.75 12347 22.1 96.7 3.3 0 - 5

6 Pan 1577 3.0 100.0 0.0 6 Pan 1854 3.3 100.0 0.0

NIL NIL NIL NIL

55025 gm 54245 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2081 3.8 3.8 96.2 95 -100

3 20.00 31254 56.8 56.8 43.2 30 - 70 3 20.00 29293 54.0 57.8 42.2 30 - 70

4 10.00 12135 22.1 78.9 21.1 10 - 35 4 10.00 13393 24.7 82.5 17.5 10 - 35

5 4.75 10021 18.2 97.1 2.9 0 - 5 5 4.75 8082 14.9 97.4 2.6 0 - 5

6 Pan 1615 2.9 100.0 0.0 6 Pan 1396 2.6 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 103: Sieve Analysis of 40mm Aggregate For Concrete

50087 gm 55960 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1639 3.3 3.3 96.7 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 21513 43.0 46.2 53.8 30 - 70 3 20.00 32672 58.4 58.4 41.6 30 - 70

4 10.00 17459 34.9 81.1 18.9 10 - 35 4 10.00 10814 19.3 77.7 22.3 10 - 35

5 4.75 7880 15.7 96.8 3.2 0 - 5 5 4.75 10814 19.3 97.0 3.0 0 - 5

6 Pan 1596 3.2 100.0 0.0 6 Pan 1660 3.0 100.0 0.0

NIL NIL NIL NIL

51310 gm 54340 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30791 60.0 60.0 40.0 30 - 70 3 20.00 21837 40.2 40.2 59.8 30 - 70

4 10.00 9008 17.6 77.6 22.4 10 - 35 4 10.00 20920 38.5 78.7 21.3 10 - 35

5 4.75 9790 19.1 96.6 3.4 0 - 5 5 4.75 10140 18.7 97.3 2.7 0 - 5

6 Pan 1721 3.4 100.0 0.0 6 Pan 1443 2.7 100.0 0.0

NIL NIL NIL NIL

53343 gm 52756 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2103 3.9 3.9 96.1 95 -100 2 40.00 1969 3.7 3.7 96.3 95 -100

3 20.00 27896 52.3 56.2 43.8 30 - 70 3 20.00 24717 46.9 50.6 49.4 30 - 70

4 10.00 11406 21.4 77.6 22.4 10 - 35 4 10.00 15980 30.3 80.9 19.1 10 - 35

5 4.75 10483 19.7 97.3 2.7 0 - 5 5 4.75 8672 16.4 97.3 2.7 0 - 5

6 Pan 1455 2.7 100.0 0.0 6 Pan 1418 2.7 100.0 0.0

NIL NIL NIL NIL

52048 gm 55615 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1798 3.5 3.5 96.5 95 -100 2 40.00 2106 3.8 3.8 96.2 95 -100

3 20.00 27396 52.6 56.1 43.9 30 - 70 3 20.00 20659 37.1 40.9 59.1 30 - 70

4 10.00 11668 22.4 78.5 21.5 10 - 35 4 10.00 19067 34.3 75.2 24.8 10 - 35

5 4.75 9728 18.7 97.2 2.8 0 - 5 5 4.75 12202 21.9 97.2 2.8 0 - 5

6 Pan 1458 2.8 100.0 0.0 6 Pan 1581 2.8 100.0 0.0

NIL NIL NIL NIL

53802 gm 52258 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24039 44.7 44.7 55.3 30 - 70 3 20.00 24905 47.7 47.7 52.3 30 - 70

4 10.00 19086 35.5 80.2 19.8 10 - 35 4 10.00 16706 32.0 79.6 20.4 10 - 35

5 4.75 9093 16.9 97.1 2.9 0 - 5 5 4.75 8652 16.6 96.2 3.8 0 - 5

6 Pan 1584 2.9 100.0 0.0 6 Pan 1995 3.8 100.0 0.0

NIL NIL NIL NIL

55242 gm 53095 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2233 4.0 4.0 96.0 95 -100 2 40.00 1811 3.4 3.4 96.6 95 -100

3 20.00 22994 41.6 45.7 54.3 30 - 70 3 20.00 26385 49.7 53.1 46.9 30 - 70

4 10.00 19034 34.5 80.1 19.9 10 - 35 4 10.00 13387 25.2 78.3 21.7 10 - 35

5 4.75 9233 16.7 96.8 3.2 0 - 5 5 4.75 9809 18.5 96.8 3.2 0 - 5

6 Pan 1748 3.2 100.0 0.0 6 Pan 1703 3.2 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 104: Sieve Analysis of 40mm Aggregate For Concrete

50107 gm 51889 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1692 3.4 3.4 96.6 95 -100 2 40.00 1439 2.8 2.8 97.2 95 -100

3 20.00 20288 40.5 43.9 56.1 30 - 70 3 20.00 25054 48.3 51.1 48.9 30 - 70

4 10.00 18321 36.6 80.4 19.6 10 - 35 4 10.00 13698 26.4 77.5 22.5 10 - 35

5 4.75 8231 16.4 96.9 3.1 0 - 5 5 4.75 10348 19.9 97.4 2.6 0 - 5

6 Pan 1575 3.1 100.0 0.0 6 Pan 1350 2.6 100.0 0.0

NIL NIL NIL NIL

51916 gm 54801 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 21481 41.4 41.4 58.6 30 - 70 3 20.00 29797 54.4 54.4 45.6 30 - 70

4 10.00 19191 37.0 78.3 21.7 10 - 35 4 10.00 15237 27.8 82.2 17.8 10 - 35

5 4.75 9645 18.6 96.9 3.1 0 - 5 5 4.75 8453 15.4 97.6 2.4 0 - 5

6 Pan 1599 3.1 100.0 0.0 6 Pan 1314 2.4 100.0 0.0

NIL NIL NIL NIL

55838 gm 55176 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2100 3.8 3.8 96.2 95 -100 2 40.00 2199 4.0 4.0 96.0 95 -100

3 20.00 27564 49.4 53.1 46.9 30 - 70 3 20.00 24467 44.3 48.3 51.7 30 - 70

4 10.00 15202 27.2 80.4 19.6 10 - 35 4 10.00 19116 34.6 83.0 17.0 10 - 35

5 4.75 9486 17.0 97.3 2.7 0 - 5 5 4.75 7789 14.1 97.1 2.9 0 - 5

6 Pan 1486 2.7 100.0 0.0 6 Pan 1605 2.9 100.0 0.0

NIL NIL NIL NIL

53476 gm 53548 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1926 3.6 3.6 96.4 95 -100

3 20.00 23553 44.0 44.0 56.0 30 - 70 3 20.00 24862 46.4 50.0 50.0 30 - 70

4 10.00 18051 33.8 77.8 22.2 10 - 35 4 10.00 13215 24.7 74.7 25.3 10 - 35

5 4.75 10072 18.8 96.6 3.4 0 - 5 5 4.75 12228 22.8 97.5 2.5 0 - 5

6 Pan 1800 3.4 100.0 0.0 6 Pan 1317 2.5 100.0 0.0

NIL NIL NIL NIL

50138 gm 54406 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1460 2.9 2.9 97.1 95 -100 2 40.00 1842 3.4 3.4 96.6 95 -100

3 20.00 21497 42.9 45.8 54.2 30 - 70 3 20.00 22689 41.7 45.1 54.9 30 - 70

4 10.00 17956 35.8 81.6 18.4 10 - 35 4 10.00 20026 36.8 81.9 18.1 10 - 35

5 4.75 7764 15.5 97.1 2.9 0 - 5 5 4.75 8387 15.4 97.3 2.7 0 - 5

6 Pan 1461 2.9 100.0 0.0 6 Pan 1462 2.7 100.0 0.0

NIL NIL NIL NIL

53699 gm 50366 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1577 3.1 3.1 96.9 95 -100

3 20.00 24241 45.1 45.1 54.9 30 - 70 3 20.00 22443 44.6 47.7 52.3 30 - 70

4 10.00 19885 37.0 82.2 17.8 10 - 35 4 10.00 14795 29.4 77.1 22.9 10 - 35

5 4.75 7804 14.5 96.7 3.3 0 - 5 5 4.75 9923 19.7 96.8 3.2 0 - 5

6 Pan 1769 3.3 100.0 0.0 6 Pan 1628 3.2 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 105: Sieve Analysis of 40mm Aggregate For Concrete

50164 gm 51701 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25547 50.9 50.9 49.1 30 - 70 3 20.00 25063 48.5 48.5 51.5 30 - 70

4 10.00 14853 29.6 80.5 19.5 10 - 35 4 10.00 15274 29.5 78.0 22.0 10 - 35

5 4.75 8137 16.2 96.8 3.2 0 - 5 5 4.75 9708 18.8 96.8 3.2 0 - 5

6 Pan 1627 3.2 100.0 0.0 6 Pan 1656 3.2 100.0 0.0

NIL NIL NIL NIL

54405 gm 52493 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1818 3.3 3.3 96.7 95 -100 2 40.00 1485 2.8 2.8 97.2 95 -100

3 20.00 23968 44.1 47.4 52.6 30 - 70 3 20.00 25733 49.0 51.9 48.1 30 - 70

4 10.00 17787 32.7 80.1 19.9 10 - 35 4 10.00 13585 25.9 77.7 22.3 10 - 35

5 4.75 9049 16.6 96.7 3.3 0 - 5 5 4.75 9678 18.4 96.2 3.8 0 - 5

6 Pan 1783 3.3 100.0 0.0 6 Pan 2012 3.8 100.0 0.0

NIL NIL NIL NIL

51778 gm 50191 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1790 3.6 3.6 96.4 95 -100

3 20.00 26492 51.2 51.2 48.8 30 - 70 3 20.00 22029 43.9 47.5 52.5 30 - 70

4 10.00 11610 22.4 73.6 26.4 10 - 35 4 10.00 16035 31.9 79.4 20.6 10 - 35

5 4.75 12350 23.9 97.4 2.6 0 - 5 5 4.75 8604 17.1 96.5 3.5 0 - 5

6 Pan 1326 2.6 100.0 0.0 6 Pan 1733 3.5 100.0 0.0

NIL NIL NIL NIL

51998 gm 54182 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1957 3.8 3.8 96.2 95 -100 2 40.00 2013 3.7 3.7 96.3 95 -100

3 20.00 22209 42.7 46.5 53.5 30 - 70 3 20.00 23814 44.0 47.7 52.3 30 - 70

4 10.00 18694 36.0 82.4 17.6 10 - 35 4 10.00 17026 31.4 79.1 20.9 10 - 35

5 4.75 7487 14.4 96.8 3.2 0 - 5 5 4.75 9900 18.3 97.4 2.6 0 - 5

6 Pan 1651 3.2 100.0 0.0 6 Pan 1429 2.6 100.0 0.0

NIL NIL NIL NIL

50968 gm 55983 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2182 4.3 4.3 95.7 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25711 50.4 54.7 45.3 30 - 70 3 20.00 30902 55.2 55.2 44.8 30 - 70

4 10.00 12852 25.2 79.9 20.1 10 - 35 4 10.00 12637 22.6 77.8 22.2 10 - 35

5 4.75 8710 17.1 97.0 3.0 0 - 5 5 4.75 10958 19.6 97.3 2.7 0 - 5

6 Pan 1513 3.0 100.0 0.0 6 Pan 1486 2.7 100.0 0.0

NIL NIL NIL NIL

54022 gm 50196 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1631 3.2 3.2 96.8 95 -100

3 20.00 27860 51.6 51.6 48.4 30 - 70 3 20.00 24770 49.3 52.6 47.4 30 - 70

4 10.00 13838 25.6 77.2 22.8 10 - 35 4 10.00 13519 26.9 79.5 20.5 10 - 35

5 4.75 10755 19.9 97.1 2.9 0 - 5 5 4.75 9083 18.1 97.6 2.4 0 - 5

6 Pan 1569 2.9 100.0 0.0 6 Pan 1193 2.4 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 106: Sieve Analysis of 40mm Aggregate For Concrete

52554 gm 52314 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2157 4.1 4.1 95.9 95 -100 2 40.00 1809 3.5 3.5 96.5 95 -100

3 20.00 23175 44.1 48.2 51.8 30 - 70 3 20.00 23816 45.5 49.0 51.0 30 - 70

4 10.00 14675 27.9 76.1 23.9 10 - 35 4 10.00 17696 33.8 82.8 17.2 10 - 35

5 4.75 10980 20.9 97.0 3.0 0 - 5 5 4.75 7323 14.0 96.8 3.2 0 - 5

6 Pan 1567 3.0 100.0 0.0 6 Pan 1670 3.2 100.0 0.0

NIL NIL NIL NIL

54603 gm 54792 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1806 3.3 3.3 96.7 95 -100

3 20.00 31058 56.9 56.9 43.1 30 - 70 3 20.00 24132 44.0 47.3 52.7 30 - 70

4 10.00 12458 22.8 79.7 20.3 10 - 35 4 10.00 16171 29.5 76.9 23.1 10 - 35

5 4.75 9710 17.8 97.5 2.5 0 - 5 5 4.75 11170 20.4 97.2 2.8 0 - 5

6 Pan 1377 2.5 100.0 0.0 6 Pan 1513 2.8 100.0 0.0

NIL NIL NIL NIL

55311 gm 55802 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2099 3.8 3.8 96.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30386 54.9 58.7 41.3 30 - 70 3 20.00 30032 53.8 53.8 46.2 30 - 70

4 10.00 13096 23.7 82.4 17.6 10 - 35 4 10.00 13565 24.3 78.1 21.9 10 - 35

5 4.75 7731 14.0 96.4 3.6 0 - 5 5 4.75 10648 19.1 97.2 2.8 0 - 5

6 Pan 1999 3.6 100.0 0.0 6 Pan 1557 2.8 100.0 0.0

NIL NIL NIL NIL

50316 gm 54063 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1958 3.9 3.9 96.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 16415 32.6 36.5 63.5 30 - 70 3 20.00 29132 53.9 53.9 46.1 30 - 70

4 10.00 20675 41.1 77.6 22.4 10 - 35 4 10.00 14493 26.8 80.7 19.3 10 - 35

5 4.75 9769 19.4 97.0 3.0 0 - 5 5 4.75 8881 16.4 97.1 2.9 0 - 5

6 Pan 1499 3.0 100.0 0.0 6 Pan 1557 2.9 100.0 0.0

NIL NIL NIL NIL

54072 gm 51054 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27450 50.8 50.8 49.2 30 - 70 3 20.00 23334 45.7 45.7 54.3 30 - 70

4 10.00 15978 29.5 80.3 19.7 10 - 35 4 10.00 19538 38.3 84.0 16.0 10 - 35

5 4.75 9208 17.0 97.3 2.7 0 - 5 5 4.75 6535 12.8 96.8 3.2 0 - 5

6 Pan 1436 2.7 100.0 0.0 6 Pan 1647 3.2 100.0 0.0

NIL NIL NIL NIL

51508 gm 53353 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1925 3.6 3.6 96.4 95 -100

3 20.00 26123 50.7 50.7 49.3 30 - 70 3 20.00 25302 47.4 51.0 49.0 30 - 70

4 10.00 14144 27.5 78.2 21.8 10 - 35 4 10.00 14641 27.4 78.5 21.5 10 - 35

5 4.75 10006 19.4 97.6 2.4 0 - 5 5 4.75 9878 18.5 97.0 3.0 0 - 5

6 Pan 1235 2.4 100.0 0.0 6 Pan 1607 3.0 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 107: Sieve Analysis of 40mm Aggregate For Concrete

53151 gm 51032 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1921 3.8 3.8 96.2 95 -100

3 20.00 27852 52.4 52.4 47.6 30 - 70 3 20.00 19894 39.0 42.7 57.3 30 - 70

4 10.00 12682 23.9 76.3 23.7 10 - 35 4 10.00 17318 33.9 76.7 23.3 10 - 35

5 4.75 10884 20.5 96.7 3.3 0 - 5 5 4.75 10562 20.7 97.4 2.6 0 - 5

6 Pan 1733 3.3 100.0 0.0 6 Pan 1337 2.6 100.0 0.0

NIL NIL NIL NIL

52726 gm 50330 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1804 3.6 3.6 96.4 95 -100

3 20.00 22798 43.2 43.2 56.8 30 - 70 3 20.00 22591 44.9 48.5 51.5 30 - 70

4 10.00 22047 41.8 85.1 14.9 10 - 35 4 10.00 15895 31.6 80.1 19.9 10 - 35

5 4.75 6240 11.8 96.9 3.1 0 - 5 5 4.75 8565 17.0 97.1 2.9 0 - 5

6 Pan 1641 3.1 100.0 0.0 6 Pan 1475 2.9 100.0 0.0

NIL NIL NIL NIL

52658 gm 50521 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1556 3.0 3.0 97.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26879 51.0 54.0 46.0 30 - 70 3 20.00 26968 53.4 53.4 46.6 30 - 70

4 10.00 13682 26.0 80.0 20.0 10 - 35 4 10.00 12928 25.6 79.0 21.0 10 - 35

5 4.75 8967 17.0 97.0 3.0 0 - 5 5 4.75 9107 18.0 97.0 3.0 0 - 5

6 Pan 1574 3.0 100.0 0.0 6 Pan 1518 3.0 100.0 0.0

NIL NIL NIL NIL

51292 gm 51404 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1937 3.8 3.8 96.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 19461 37.9 41.7 58.3 30 - 70 3 20.00 27145 52.8 52.8 47.2 30 - 70

4 10.00 17698 34.5 76.2 23.8 10 - 35 4 10.00 13926 27.1 79.9 20.1 10 - 35

5 4.75 10836 21.1 97.3 2.7 0 - 5 5 4.75 8579 16.7 96.6 3.4 0 - 5

6 Pan 1360 2.7 100.0 0.0 6 Pan 1754 3.4 100.0 0.0

NIL NIL NIL NIL

51130 gm 55293 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1721 3.4 3.4 96.6 95 -100 2 40.00 1790 3.2 3.2 96.8 95 -100

3 20.00 21646 42.3 45.7 54.3 30 - 70 3 20.00 25486 46.1 49.3 50.7 30 - 70

4 10.00 16635 32.5 78.2 21.8 10 - 35 4 10.00 15848 28.7 78.0 22.0 10 - 35

5 4.75 9570 18.7 97.0 3.0 0 - 5 5 4.75 10582 19.1 97.1 2.9 0 - 5

6 Pan 1558 3.0 100.0 0.0 6 Pan 1587 2.9 100.0 0.0

NIL NIL NIL NIL

52235 gm 54278 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1215 2.2 2.2 97.8 95 -100

3 20.00 23501 45.0 45.0 55.0 30 - 70 3 20.00 23267 42.9 45.1 54.9 30 - 70

4 10.00 17172 32.9 77.9 22.1 10 - 35 4 10.00 16215 29.9 75.0 25.0 10 - 35

5 4.75 10096 19.3 97.2 2.8 0 - 5 5 4.75 12143 22.4 97.4 2.6 0 - 5

6 Pan 1466 2.8 100.0 0.0 6 Pan 1438 2.6 100.0 0.0

NIL NIL NIL NIL

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Over Size = Under Size = Over Size = Under Size =

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

VVN vvnhighways.blogspot.in

Page 108: Sieve Analysis of 40mm Aggregate For Concrete

53730 gm 54779 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1686 3.1 3.1 96.9 95 -100

3 20.00 33339 62.0 62.0 38.0 30 - 70 3 20.00 21297 38.9 42.0 58.0 30 - 70

4 10.00 11631 21.6 83.7 16.3 10 - 35 4 10.00 20091 36.7 78.6 21.4 10 - 35

5 4.75 6872 12.8 96.5 3.5 0 - 5 5 4.75 10260 18.7 97.4 2.6 0 - 5

6 Pan 1888 3.5 100.0 0.0 6 Pan 1445 2.6 100.0 0.0

NIL NIL NIL NIL

55889 gm 55105 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2141 3.8 3.8 96.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25044 44.8 48.6 51.4 30 - 70 3 20.00 28895 52.4 52.4 47.6 30 - 70

4 10.00 18213 32.6 81.2 18.8 10 - 35 4 10.00 14366 26.1 78.5 21.5 10 - 35

5 4.75 8920 16.0 97.2 2.8 0 - 5 5 4.75 10265 18.6 97.1 2.9 0 - 5

6 Pan 1571 2.8 100.0 0.0 6 Pan 1579 2.9 100.0 0.0

NIL NIL NIL NIL

51807 gm 52040 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1950 3.8 3.8 96.2 95 -100 2 40.00 1710 3.3 3.3 96.7 95 -100

3 20.00 23577 45.5 49.3 50.7 30 - 70 3 20.00 27024 51.9 55.2 44.8 30 - 70

4 10.00 15100 29.1 78.4 21.6 10 - 35 4 10.00 12967 24.9 80.1 19.9 10 - 35

5 4.75 9782 18.9 97.3 2.7 0 - 5 5 4.75 8946 17.2 97.3 2.7 0 - 5

6 Pan 1398 2.7 100.0 0.0 6 Pan 1393 2.7 100.0 0.0

NIL NIL NIL NIL

50059 gm 50769 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1615 3.2 3.2 96.8 95 -100

3 20.00 26722 53.4 53.4 46.6 30 - 70 3 20.00 24873 49.0 52.2 47.8 30 - 70

4 10.00 12111 24.2 77.6 22.4 10 - 35 4 10.00 15816 31.2 83.3 16.7 10 - 35

5 4.75 9551 19.1 96.7 3.3 0 - 5 5 4.75 6828 13.4 96.8 3.2 0 - 5

6 Pan 1675 3.3 100.0 0.0 6 Pan 1637 3.2 100.0 0.0

NIL NIL NIL NIL

55257 gm 53658 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22973 41.6 41.6 58.4 30 - 70 3 20.00 26136 48.7 48.7 51.3 30 - 70

4 10.00 21696 39.3 80.8 19.2 10 - 35 4 10.00 16103 30.0 78.7 21.3 10 - 35

5 4.75 9146 16.6 97.4 2.6 0 - 5 5 4.75 9734 18.1 96.9 3.1 0 - 5

6 Pan 1442 2.6 100.0 0.0 6 Pan 1685 3.1 100.0 0.0

NIL NIL NIL NIL

51549 gm 50478 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1776 3.4 3.4 96.6 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24397 47.3 50.8 49.2 30 - 70 3 20.00 23378 46.3 46.3 53.7 30 - 70

4 10.00 14315 27.8 78.5 21.5 10 - 35 4 10.00 18007 35.7 82.0 18.0 10 - 35

5 4.75 9523 18.5 97.0 3.0 0 - 5 5 4.75 7319 14.5 96.5 3.5 0 - 5

6 Pan 1538 3.0 100.0 0.0 6 Pan 1774 3.5 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 109: Sieve Analysis of 40mm Aggregate For Concrete

54906 gm 50301 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1764 3.5 3.5 96.5 95 -100

3 20.00 22810 41.5 41.5 58.5 30 - 70 3 20.00 25939 51.6 55.1 44.9 30 - 70

4 10.00 19723 35.9 77.5 22.5 10 - 35 4 10.00 9811 19.5 74.6 25.4 10 - 35

5 4.75 10605 19.3 96.8 3.2 0 - 5 5 4.75 11288 22.4 97.0 3.0 0 - 5

6 Pan 1768 3.2 100.0 0.0 6 Pan 1499 3.0 100.0 0.0

NIL NIL NIL NIL

55212 gm 52436 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2051 3.7 3.7 96.3 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28175 51.0 54.7 45.3 30 - 70 3 20.00 24593 46.9 46.9 53.1 30 - 70

4 10.00 11790 21.4 76.1 23.9 10 - 35 4 10.00 14451 27.6 74.5 25.5 10 - 35

5 4.75 11280 20.4 96.5 3.5 0 - 5 5 4.75 11818 22.5 97.0 3.0 0 - 5

6 Pan 1916 3.5 100.0 0.0 6 Pan 1574 3.0 100.0 0.0

NIL NIL NIL NIL

52595 gm 54052 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25438 48.4 48.4 51.6 30 - 70 3 20.00 28031 51.9 51.9 48.1 30 - 70

4 10.00 16618 31.6 80.0 20.0 10 - 35 4 10.00 13618 25.2 77.1 22.9 10 - 35

5 4.75 8988 17.1 97.1 2.9 0 - 5 5 4.75 10782 19.9 97.0 3.0 0 - 5

6 Pan 1551 2.9 100.0 0.0 6 Pan 1621 3.0 100.0 0.0

NIL NIL NIL NIL

50356 gm 50555 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28489 56.6 56.6 43.4 30 - 70 3 20.00 27467 54.3 54.3 45.7 30 - 70

4 10.00 12087 24.0 80.6 19.4 10 - 35 4 10.00 13301 26.3 80.6 19.4 10 - 35

5 4.75 8168 16.2 96.8 3.2 0 - 5 5 4.75 8069 16.0 96.6 3.4 0 - 5

6 Pan 1612 3.2 100.0 0.0 6 Pan 1718 3.4 100.0 0.0

NIL NIL NIL NIL

51776 gm 52774 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2192 4.2 4.2 95.8 95 -100 2 40.00 1948 3.7 3.7 96.3 95 -100

3 20.00 22883 44.2 48.4 51.6 30 - 70 3 20.00 26189 49.6 53.3 46.7 30 - 70

4 10.00 16701 32.3 80.7 19.3 10 - 35 4 10.00 12704 24.1 77.4 22.6 10 - 35

5 4.75 8409 16.2 96.9 3.1 0 - 5 5 4.75 10505 19.9 97.3 2.7 0 - 5

6 Pan 1591 3.1 100.0 0.0 6 Pan 1428 2.7 100.0 0.0

NIL NIL NIL NIL

52596 gm 51930 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2311 4.4 4.4 95.6 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24070 45.8 50.2 49.8 30 - 70 3 20.00 28021 54.0 54.0 46.0 30 - 70

4 10.00 14740 28.0 78.2 21.8 10 - 35 4 10.00 12856 24.8 78.7 21.3 10 - 35

5 4.75 9696 18.4 96.6 3.4 0 - 5 5 4.75 9632 18.5 97.3 2.7 0 - 5

6 Pan 1779 3.4 100.0 0.0 6 Pan 1421 2.7 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Over Size = Under Size = Over Size = Under Size =

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Weight of Sample Weight of Sample

VVN vvnhighways.blogspot.in

Page 110: Sieve Analysis of 40mm Aggregate For Concrete

51072 gm 52828 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1726 3.4 3.4 96.6 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25786 50.5 53.9 46.1 30 - 70 3 20.00 19203 36.4 36.4 63.6 30 - 70

4 10.00 13392 26.2 80.1 19.9 10 - 35 4 10.00 23158 43.8 80.2 19.8 10 - 35

5 4.75 8599 16.8 96.9 3.1 0 - 5 5 4.75 8856 16.8 97.0 3.0 0 - 5

6 Pan 1569 3.1 100.0 0.0 6 Pan 1611 3.0 100.0 0.0

NIL NIL NIL NIL

53030 gm 50786 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1903 3.6 3.6 96.4 95 -100 2 40.00 1519 3.0 3.0 97.0 95 -100

3 20.00 27708 52.2 55.8 44.2 30 - 70 3 20.00 24037 47.3 50.3 49.7 30 - 70

4 10.00 13387 25.2 81.1 18.9 10 - 35 4 10.00 14305 28.2 78.5 21.5 10 - 35

5 4.75 8558 16.1 97.2 2.8 0 - 5 5 4.75 9437 18.6 97.1 2.9 0 - 5

6 Pan 1474 2.8 100.0 0.0 6 Pan 1488 2.9 100.0 0.0

NIL NIL NIL NIL

51236 gm 55236 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2303 4.2 4.2 95.8 95 -100

3 20.00 28884 56.4 56.4 43.6 30 - 70 3 20.00 28996 52.5 56.7 43.3 30 - 70

4 10.00 12736 24.9 81.2 18.8 10 - 35 4 10.00 12172 22.0 78.7 21.3 10 - 35

5 4.75 7926 15.5 96.7 3.3 0 - 5 5 4.75 10223 18.5 97.2 2.8 0 - 5

6 Pan 1690 3.3 100.0 0.0 6 Pan 1542 2.8 100.0 0.0

NIL NIL NIL NIL

51195 gm 53242 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2097 4.1 4.1 95.9 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24975 48.8 52.9 47.1 30 - 70 3 20.00 23188 43.6 43.6 56.4 30 - 70

4 10.00 14398 28.1 81.0 19.0 10 - 35 4 10.00 17850 33.5 77.1 22.9 10 - 35

5 4.75 8247 16.1 97.1 2.9 0 - 5 5 4.75 10577 19.9 96.9 3.1 0 - 5

6 Pan 1478 2.9 100.0 0.0 6 Pan 1627 3.1 100.0 0.0

NIL NIL NIL NIL

53472 gm 51171 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1697 3.3 3.3 96.7 95 -100

3 20.00 27346 51.1 51.1 48.9 30 - 70 3 20.00 22423 43.8 47.1 52.9 30 - 70

4 10.00 13074 24.5 75.6 24.4 10 - 35 4 10.00 17655 34.5 81.6 18.4 10 - 35

5 4.75 11369 21.3 96.9 3.1 0 - 5 5 4.75 7982 15.6 97.2 2.8 0 - 5

6 Pan 1683 3.1 100.0 0.0 6 Pan 1414 2.8 100.0 0.0

NIL NIL NIL NIL

51854 gm 51977 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2121 4.1 4.1 95.9 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 18583 35.8 39.9 60.1 30 - 70 3 20.00 27266 52.5 52.5 47.5 30 - 70

4 10.00 19702 38.0 77.9 22.1 10 - 35 4 10.00 11804 22.7 75.2 24.8 10 - 35

5 4.75 9706 18.7 96.6 3.4 0 - 5 5 4.75 11397 21.9 97.1 2.9 0 - 5

6 Pan 1742 3.4 100.0 0.0 6 Pan 1510 2.9 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 111: Sieve Analysis of 40mm Aggregate For Concrete

55256 gm 51492 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1161 2.1 2.1 97.9 95 -100 2 40.00 1721 3.3 3.3 96.7 95 -100

3 20.00 19869 36.0 38.1 61.9 30 - 70 3 20.00 26319 51.1 54.5 45.5 30 - 70

4 10.00 21789 39.4 77.5 22.5 10 - 35 4 10.00 10760 20.9 75.4 24.6 10 - 35

5 4.75 10620 19.2 96.7 3.3 0 - 5 5 4.75 11379 22.1 97.5 2.5 0 - 5

6 Pan 1817 3.3 100.0 0.0 6 Pan 1313 2.5 100.0 0.0

NIL NIL NIL NIL

55703 gm 54577 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1883 3.4 3.4 96.6 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29687 53.3 56.7 43.3 30 - 70 3 20.00 24034 44.0 44.0 56.0 30 - 70

4 10.00 14782 26.5 83.2 16.8 10 - 35 4 10.00 19604 35.9 80.0 20.0 10 - 35

5 4.75 7871 14.1 97.3 2.7 0 - 5 5 4.75 9410 17.2 97.2 2.8 0 - 5

6 Pan 1480 2.7 100.0 0.0 6 Pan 1529 2.8 100.0 0.0

NIL NIL NIL NIL

50197 gm 53719 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1813 3.6 3.6 96.4 95 -100 2 40.00 1478 2.8 2.8 97.2 95 -100

3 20.00 21871 43.6 47.2 52.8 30 - 70 3 20.00 22569 42.0 44.8 55.2 30 - 70

4 10.00 16386 32.6 79.8 20.2 10 - 35 4 10.00 19614 36.5 81.3 18.7 10 - 35

5 4.75 8288 16.5 96.3 3.7 0 - 5 5 4.75 8593 16.0 97.3 2.7 0 - 5

6 Pan 1839 3.7 100.0 0.0 6 Pan 1465 2.7 100.0 0.0

NIL NIL NIL NIL

53977 gm 54402 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1744 3.2 3.2 96.8 95 -100 2 40.00 1847 3.4 3.4 96.6 95 -100

3 20.00 28722 53.2 56.4 43.6 30 - 70 3 20.00 17621 32.4 35.8 64.2 30 - 70

4 10.00 9954 18.4 74.9 25.1 10 - 35 4 10.00 24162 44.4 80.2 19.8 10 - 35

5 4.75 11970 22.2 97.1 2.9 0 - 5 5 4.75 9049 16.6 96.8 3.2 0 - 5

6 Pan 1587 2.9 100.0 0.0 6 Pan 1723 3.2 100.0 0.0

NIL NIL NIL NIL

54831 gm 51276 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2137 3.9 3.9 96.1 95 -100 2 40.00 1860 3.6 3.6 96.4 95 -100

3 20.00 26203 47.8 51.7 48.3 30 - 70 3 20.00 24817 48.4 52.0 48.0 30 - 70

4 10.00 16553 30.2 81.9 18.1 10 - 35 4 10.00 13149 25.6 77.7 22.3 10 - 35

5 4.75 8323 15.2 97.1 2.9 0 - 5 5 4.75 10067 19.6 97.3 2.7 0 - 5

6 Pan 1615 2.9 100.0 0.0 6 Pan 1383 2.7 100.0 0.0

NIL NIL NIL NIL

53268 gm 51038 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1968 3.7 3.7 96.3 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27874 52.3 56.0 44.0 30 - 70 3 20.00 25133 49.2 49.2 50.8 30 - 70

4 10.00 12704 23.8 79.9 20.1 10 - 35 4 10.00 15427 30.2 79.5 20.5 10 - 35

5 4.75 8832 16.6 96.5 3.5 0 - 5 5 4.75 9009 17.7 97.1 2.9 0 - 5

6 Pan 1890 3.5 100.0 0.0 6 Pan 1469 2.9 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 112: Sieve Analysis of 40mm Aggregate For Concrete

54967 gm 50099 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24713 45.0 45.0 55.0 30 - 70 3 20.00 23063 46.0 46.0 54.0 30 - 70

4 10.00 19424 35.3 80.3 19.7 10 - 35 4 10.00 15688 31.3 77.3 22.7 10 - 35

5 4.75 9148 16.6 96.9 3.1 0 - 5 5 4.75 9995 20.0 97.3 2.7 0 - 5

6 Pan 1682 3.1 100.0 0.0 6 Pan 1353 2.7 100.0 0.0

NIL NIL NIL NIL

53416 gm 50207 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1666 3.3 3.3 96.7 95 -100

3 20.00 28833 54.0 54.0 46.0 30 - 70 3 20.00 22735 45.3 48.6 51.4 30 - 70

4 10.00 14489 27.1 81.1 18.9 10 - 35 4 10.00 16408 32.7 81.3 18.7 10 - 35

5 4.75 8497 15.9 97.0 3.0 0 - 5 5 4.75 7955 15.8 97.1 2.9 0 - 5

6 Pan 1597 3.0 100.0 0.0 6 Pan 1443 2.9 100.0 0.0

NIL NIL NIL NIL

51307 gm 55251 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1756 3.2 3.2 96.8 95 -100

3 20.00 29000 56.5 56.5 43.5 30 - 70 3 20.00 30610 55.4 58.6 41.4 30 - 70

4 10.00 10586 20.6 77.2 22.8 10 - 35 4 10.00 14761 26.7 85.3 14.7 10 - 35

5 4.75 10009 19.5 96.7 3.3 0 - 5 5 4.75 6265 11.3 96.6 3.4 0 - 5

6 Pan 1712 3.3 100.0 0.0 6 Pan 1859 3.4 100.0 0.0

NIL NIL NIL NIL

52631 gm 50502 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1859 3.7 3.7 96.3 95 -100

3 20.00 28024 53.2 53.2 46.8 30 - 70 3 20.00 21086 41.8 45.4 54.6 30 - 70

4 10.00 13896 26.4 79.6 20.4 10 - 35 4 10.00 18270 36.2 81.6 18.4 10 - 35

5 4.75 9260 17.6 97.2 2.8 0 - 5 5 4.75 7602 15.1 96.7 3.3 0 - 5

6 Pan 1451 2.8 100.0 0.0 6 Pan 1685 3.3 100.0 0.0

NIL NIL NIL NIL

53905 gm 50413 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2107 3.9 3.9 96.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25045 46.5 50.4 49.6 30 - 70 3 20.00 25099 49.8 49.8 50.2 30 - 70

4 10.00 15173 28.1 78.5 21.5 10 - 35 4 10.00 16051 31.8 81.6 18.4 10 - 35

5 4.75 10295 19.1 97.6 2.4 0 - 5 5 4.75 7694 15.3 96.9 3.1 0 - 5

6 Pan 1285 2.4 100.0 0.0 6 Pan 1569 3.1 100.0 0.0

NIL NIL NIL NIL

51897 gm 55396 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26516 51.1 51.1 48.9 30 - 70 3 20.00 32422 58.5 58.5 41.5 30 - 70

4 10.00 12749 24.6 75.7 24.3 10 - 35 4 10.00 12954 23.4 81.9 18.1 10 - 35

5 4.75 11152 21.5 97.1 2.9 0 - 5 5 4.75 8285 15.0 96.9 3.1 0 - 5

6 Pan 1480 2.9 100.0 0.0 6 Pan 1735 3.1 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 113: Sieve Analysis of 40mm Aggregate For Concrete

50118 gm 55061 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1791 3.6 3.6 96.4 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 21427 42.8 46.3 53.7 30 - 70 3 20.00 27220 49.4 49.4 50.6 30 - 70

4 10.00 13596 27.1 73.5 26.5 10 - 35 4 10.00 15919 28.9 78.3 21.7 10 - 35

5 4.75 11657 23.3 96.7 3.3 0 - 5 5 4.75 10231 18.6 96.9 3.1 0 - 5

6 Pan 1647 3.3 100.0 0.0 6 Pan 1691 3.1 100.0 0.0

NIL NIL NIL NIL

50630 gm 53230 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22864 45.2 45.2 54.8 30 - 70 3 20.00 24199 45.5 45.5 54.5 30 - 70

4 10.00 21699 42.9 88.0 12.0 10 - 35 4 10.00 18847 35.4 80.9 19.1 10 - 35

5 4.75 4646 9.2 97.2 2.8 0 - 5 5 4.75 8548 16.1 96.9 3.1 0 - 5

6 Pan 1421 2.8 100.0 0.0 6 Pan 1636 3.1 100.0 0.0

NIL NIL NIL NIL

53076 gm 55027 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2504 4.6 4.6 95.4 95 -100

3 20.00 26064 49.1 49.1 50.9 30 - 70 3 20.00 19635 35.7 40.2 59.8 30 - 70

4 10.00 16446 31.0 80.1 19.9 10 - 35 4 10.00 18434 33.5 73.7 26.3 10 - 35

5 4.75 8996 16.9 97.0 3.0 0 - 5 5 4.75 12703 23.1 96.8 3.2 0 - 5

6 Pan 1570 3.0 100.0 0.0 6 Pan 1751 3.2 100.0 0.0

NIL NIL NIL NIL

51320 gm 50382 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1671 3.3 3.3 96.7 95 -100

3 20.00 26373 51.4 51.4 48.6 30 - 70 3 20.00 23879 47.4 50.7 49.3 30 - 70

4 10.00 14157 27.6 79.0 21.0 10 - 35 4 10.00 13832 27.5 78.2 21.8 10 - 35

5 4.75 9213 18.0 96.9 3.1 0 - 5 5 4.75 9230 18.3 96.5 3.5 0 - 5

6 Pan 1577 3.1 100.0 0.0 6 Pan 1770 3.5 100.0 0.0

NIL NIL NIL NIL

55042 gm 50487 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1853 3.4 3.4 96.6 95 -100 2 40.00 1771 3.5 3.5 96.5 95 -100

3 20.00 20215 36.7 40.1 59.9 30 - 70 3 20.00 24373 48.3 51.8 48.2 30 - 70

4 10.00 20991 38.1 78.2 21.8 10 - 35 4 10.00 13329 26.4 78.2 21.8 10 - 35

5 4.75 10305 18.7 97.0 3.0 0 - 5 5 4.75 9419 18.7 96.8 3.2 0 - 5

6 Pan 1678 3.0 100.0 0.0 6 Pan 1595 3.2 100.0 0.0

NIL NIL NIL NIL

51581 gm 52944 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26683 51.7 51.7 48.3 30 - 70 3 20.00 29856 56.4 56.4 43.6 30 - 70

4 10.00 15399 29.9 81.6 18.4 10 - 35 4 10.00 12013 22.7 79.1 20.9 10 - 35

5 4.75 8047 15.6 97.2 2.8 0 - 5 5 4.75 9842 18.6 97.7 2.3 0 - 5

6 Pan 1452 2.8 100.0 0.0 6 Pan 1233 2.3 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 114: Sieve Analysis of 40mm Aggregate For Concrete

55636 gm 50669 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1283 2.5 2.5 97.5 95 -100

3 20.00 29758 53.5 53.5 46.5 30 - 70 3 20.00 23295 46.0 48.5 51.5 30 - 70

4 10.00 11795 21.2 74.7 25.3 10 - 35 4 10.00 16933 33.4 81.9 18.1 10 - 35

5 4.75 12534 22.5 97.2 2.8 0 - 5 5 4.75 7676 15.1 97.1 2.9 0 - 5

6 Pan 1549 2.8 100.0 0.0 6 Pan 1482 2.9 100.0 0.0

NIL NIL NIL NIL

54083 gm 50409 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1609 3.0 3.0 97.0 95 -100 2 40.00 2096 4.2 4.2 95.8 95 -100

3 20.00 22697 42.0 44.9 55.1 30 - 70 3 20.00 23061 45.7 49.9 50.1 30 - 70

4 10.00 19625 36.3 81.2 18.8 10 - 35 4 10.00 14932 29.6 79.5 20.5 10 - 35

5 4.75 8526 15.8 97.0 3.0 0 - 5 5 4.75 8901 17.7 97.2 2.8 0 - 5

6 Pan 1626 3.0 100.0 0.0 6 Pan 1419 2.8 100.0 0.0

NIL NIL NIL NIL

52409 gm 53101 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1459 2.7 2.7 97.3 95 -100

3 20.00 28622 54.6 54.6 45.4 30 - 70 3 20.00 23379 44.0 46.8 53.2 30 - 70

4 10.00 13262 25.3 79.9 20.1 10 - 35 4 10.00 15789 29.7 76.5 23.5 10 - 35

5 4.75 8950 17.1 97.0 3.0 0 - 5 5 4.75 11038 20.8 97.3 2.7 0 - 5

6 Pan 1575 3.0 100.0 0.0 6 Pan 1436 2.7 100.0 0.0

NIL NIL NIL NIL

53561 gm 52971 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2147 4.0 4.0 96.0 95 -100 2 40.00 1771 3.3 3.3 96.7 95 -100

3 20.00 24996 46.7 50.7 49.3 30 - 70 3 20.00 29367 55.4 58.8 41.2 30 - 70

4 10.00 16072 30.0 80.7 19.3 10 - 35 4 10.00 11379 21.5 80.3 19.7 10 - 35

5 4.75 8960 16.7 97.4 2.6 0 - 5 5 4.75 8556 16.2 96.4 3.6 0 - 5

6 Pan 1386 2.6 100.0 0.0 6 Pan 1898 3.6 100.0 0.0

NIL NIL NIL NIL

51628 gm 54192 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1973 3.6 3.6 96.4 95 -100

3 20.00 26131 50.6 50.6 49.4 30 - 70 3 20.00 24442 45.1 48.7 51.3 30 - 70

4 10.00 14468 28.0 78.6 21.4 10 - 35 4 10.00 13572 25.0 73.8 26.2 10 - 35

5 4.75 9517 18.4 97.1 2.9 0 - 5 5 4.75 12688 23.4 97.2 2.8 0 - 5

6 Pan 1512 2.9 100.0 0.0 6 Pan 1517 2.8 100.0 0.0

NIL NIL NIL NIL

52021 gm 50246 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2116 4.1 4.1 95.9 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 18816 36.2 40.2 59.8 30 - 70 3 20.00 25784 51.3 51.3 48.7 30 - 70

4 10.00 20821 40.0 80.3 19.7 10 - 35 4 10.00 12910 25.7 77.0 23.0 10 - 35

5 4.75 8514 16.4 96.6 3.4 0 - 5 5 4.75 10127 20.2 97.2 2.8 0 - 5

6 Pan 1754 3.4 100.0 0.0 6 Pan 1425 2.8 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 115: Sieve Analysis of 40mm Aggregate For Concrete

55992 gm 54290 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1906 3.4 3.4 96.6 95 -100 2 40.00 2387 4.4 4.4 95.6 95 -100

3 20.00 25972 46.4 49.8 50.2 30 - 70 3 20.00 26392 48.6 53.0 47.0 30 - 70

4 10.00 15838 28.3 78.1 21.9 10 - 35 4 10.00 12311 22.7 75.7 24.3 10 - 35

5 4.75 10889 19.4 97.5 2.5 0 - 5 5 4.75 11432 21.1 96.7 3.3 0 - 5

6 Pan 1387 2.5 100.0 0.0 6 Pan 1768 3.3 100.0 0.0

NIL NIL NIL NIL

50874 gm 53832 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1496 2.9 2.9 97.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26593 52.3 55.2 44.8 30 - 70 3 20.00 26066 48.4 48.4 51.6 30 - 70

4 10.00 12051 23.7 78.9 21.1 10 - 35 4 10.00 18884 35.1 83.5 16.5 10 - 35

5 4.75 9255 18.2 97.1 2.9 0 - 5 5 4.75 7226 13.4 96.9 3.1 0 - 5

6 Pan 1479 2.9 100.0 0.0 6 Pan 1656 3.1 100.0 0.0

NIL NIL NIL NIL

55394 gm 50972 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1500 2.7 2.7 97.3 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23355 42.2 44.9 55.1 30 - 70 3 20.00 25978 51.0 51.0 49.0 30 - 70

4 10.00 20123 36.3 81.2 18.8 10 - 35 4 10.00 12313 24.2 75.1 24.9 10 - 35

5 4.75 8489 15.3 96.5 3.5 0 - 5 5 4.75 10941 21.5 96.6 3.4 0 - 5

6 Pan 1927 3.5 100.0 0.0 6 Pan 1740 3.4 100.0 0.0

NIL NIL NIL NIL

55516 gm 53669 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27689 49.9 49.9 50.1 30 - 70 3 20.00 26877 50.1 50.1 49.9 30 - 70

4 10.00 14969 27.0 76.8 23.2 10 - 35 4 10.00 14517 27.0 77.1 22.9 10 - 35

5 4.75 11474 20.7 97.5 2.5 0 - 5 5 4.75 10739 20.0 97.1 2.9 0 - 5

6 Pan 1384 2.5 100.0 0.0 6 Pan 1536 2.9 100.0 0.0

NIL NIL NIL NIL

50334 gm 52329 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27338 54.3 54.3 45.7 30 - 70 3 20.00 26733 51.1 51.1 48.9 30 - 70

4 10.00 14456 28.7 83.0 17.0 10 - 35 4 10.00 14944 28.6 79.6 20.4 10 - 35

5 4.75 7063 14.0 97.1 2.9 0 - 5 5 4.75 9040 17.3 96.9 3.1 0 - 5

6 Pan 1477 2.9 100.0 0.0 6 Pan 1612 3.1 100.0 0.0

NIL NIL NIL NIL

55547 gm 54569 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1700 3.1 3.1 96.9 95 -100

3 20.00 28902 52.0 52.0 48.0 30 - 70 3 20.00 24663 45.2 48.3 51.7 30 - 70

4 10.00 14072 25.3 77.4 22.6 10 - 35 4 10.00 16832 30.8 79.2 20.8 10 - 35

5 4.75 10432 18.8 96.1 3.9 0 - 5 5 4.75 9977 18.3 97.4 2.6 0 - 5

6 Pan 2141 3.9 100.0 0.0 6 Pan 1397 2.6 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 116: Sieve Analysis of 40mm Aggregate For Concrete

52960 gm 52813 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1924 3.6 3.6 96.4 95 -100 2 40.00 1815 3.4 3.4 96.6 95 -100

3 20.00 22719 42.9 46.5 53.5 30 - 70 3 20.00 25743 48.7 52.2 47.8 30 - 70

4 10.00 18650 35.2 81.7 18.3 10 - 35 4 10.00 15930 30.2 82.3 17.7 10 - 35

5 4.75 7952 15.0 96.8 3.2 0 - 5 5 4.75 7614 14.4 96.8 3.2 0 - 5

6 Pan 1715 3.2 100.0 0.0 6 Pan 1711 3.2 100.0 0.0

NIL NIL NIL NIL

55088 gm 52362 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1879 3.4 3.4 96.6 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24169 43.9 47.3 52.7 30 - 70 3 20.00 27456 52.4 52.4 47.6 30 - 70

4 10.00 16419 29.8 77.1 22.9 10 - 35 4 10.00 12899 24.6 77.1 22.9 10 - 35

5 4.75 10871 19.7 96.8 3.2 0 - 5 5 4.75 10622 20.3 97.4 2.6 0 - 5

6 Pan 1750 3.2 100.0 0.0 6 Pan 1385 2.6 100.0 0.0

NIL NIL NIL NIL

53773 gm 53709 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2672 5.0 5.0 95.0 95 -100

3 20.00 29796 55.4 55.4 44.6 30 - 70 3 20.00 21889 40.8 45.7 54.3 30 - 70

4 10.00 8873 16.5 71.9 28.1 10 - 35 4 10.00 16747 31.2 76.9 23.1 10 - 35

5 4.75 13441 25.0 96.9 3.1 0 - 5 5 4.75 10689 19.9 96.8 3.2 0 - 5

6 Pan 1663 3.1 100.0 0.0 6 Pan 1712 3.2 100.0 0.0

NIL NIL NIL NIL

52875 gm 52413 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2008 3.8 3.8 96.2 95 -100

3 20.00 28731 54.3 54.3 45.7 30 - 70 3 20.00 24899 47.5 51.3 48.7 30 - 70

4 10.00 13318 25.2 79.5 20.5 10 - 35 4 10.00 13470 25.7 77.0 23.0 10 - 35

5 4.75 9419 17.8 97.3 2.7 0 - 5 5 4.75 10536 20.1 97.1 2.9 0 - 5

6 Pan 1407 2.7 100.0 0.0 6 Pan 1500 2.9 100.0 0.0

NIL NIL NIL NIL

52365 gm 55652 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1804 3.4 3.4 96.6 95 -100 2 40.00 1665 3.0 3.0 97.0 95 -100

3 20.00 23217 44.3 47.8 52.2 30 - 70 3 20.00 23055 41.4 44.4 55.6 30 - 70

4 10.00 14097 26.9 74.7 25.3 10 - 35 4 10.00 20611 37.0 81.5 18.5 10 - 35

5 4.75 11603 22.2 96.9 3.1 0 - 5 5 4.75 8868 15.9 97.4 2.6 0 - 5

6 Pan 1644 3.1 100.0 0.0 6 Pan 1453 2.6 100.0 0.0

NIL NIL NIL NIL

50024 gm 55156 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30324 60.6 60.6 39.4 30 - 70 3 20.00 30351 55.0 55.0 45.0 30 - 70

4 10.00 8873 17.7 78.4 21.6 10 - 35 4 10.00 14024 25.4 80.5 19.5 10 - 35

5 4.75 9455 18.9 97.3 2.7 0 - 5 5 4.75 9183 16.6 97.1 2.9 0 - 5

6 Pan 1372 2.7 100.0 0.0 6 Pan 1598 2.9 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 117: Sieve Analysis of 40mm Aggregate For Concrete

52244 gm 50649 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23223 44.5 44.5 55.5 30 - 70 3 20.00 22621 44.7 44.7 55.3 30 - 70

4 10.00 19032 36.4 80.9 19.1 10 - 35 4 10.00 18673 36.9 81.5 18.5 10 - 35

5 4.75 8310 15.9 96.8 3.2 0 - 5 5 4.75 7744 15.3 96.8 3.2 0 - 5

6 Pan 1679 3.2 100.0 0.0 6 Pan 1611 3.2 100.0 0.0

NIL NIL NIL NIL

51787 gm 52397 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2067 3.9 3.9 96.1 95 -100

3 20.00 23301 45.0 45.0 55.0 30 - 70 3 20.00 25427 48.5 52.5 47.5 30 - 70

4 10.00 17957 34.7 79.7 20.3 10 - 35 4 10.00 17085 32.6 85.1 14.9 10 - 35

5 4.75 8782 17.0 96.6 3.4 0 - 5 5 4.75 5994 11.4 96.5 3.5 0 - 5

6 Pan 1747 3.4 100.0 0.0 6 Pan 1824 3.5 100.0 0.0

NIL NIL NIL NIL

51832 gm 50828 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2185 4.2 4.2 95.8 95 -100 2 40.00 1873 3.7 3.7 96.3 95 -100

3 20.00 26580 51.3 55.5 44.5 30 - 70 3 20.00 24925 49.0 52.7 47.3 30 - 70

4 10.00 12173 23.5 79.0 21.0 10 - 35 4 10.00 13073 25.7 78.4 21.6 10 - 35

5 4.75 9319 18.0 97.0 3.0 0 - 5 5 4.75 9327 18.4 96.8 3.2 0 - 5

6 Pan 1575 3.0 100.0 0.0 6 Pan 1630 3.2 100.0 0.0

NIL NIL NIL NIL

52610 gm 53732 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1912 3.6 3.6 96.4 95 -100

3 20.00 27286 51.9 51.9 48.1 30 - 70 3 20.00 23953 44.6 48.1 51.9 30 - 70

4 10.00 13835 26.3 78.2 21.8 10 - 35 4 10.00 16795 31.3 79.4 20.6 10 - 35

5 4.75 9965 18.9 97.1 2.9 0 - 5 5 4.75 9353 17.4 96.8 3.2 0 - 5

6 Pan 1524 2.9 100.0 0.0 6 Pan 1719 3.2 100.0 0.0

NIL NIL NIL NIL

53676 gm 55486 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2301 4.1 4.1 95.9 95 -100

3 20.00 28388 52.9 52.9 47.1 30 - 70 3 20.00 29770 53.7 57.8 42.2 30 - 70

4 10.00 14754 27.5 80.4 19.6 10 - 35 4 10.00 12716 22.9 80.7 19.3 10 - 35

5 4.75 8922 16.6 97.0 3.0 0 - 5 5 4.75 9054 16.3 97.0 3.0 0 - 5

6 Pan 1612 3.0 100.0 0.0 6 Pan 1645 3.0 100.0 0.0

NIL NIL NIL NIL

51814 gm 53453 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1869 3.6 3.6 96.4 95 -100 2 40.00 1513 2.8 2.8 97.2 95 -100

3 20.00 23084 44.6 48.2 51.8 30 - 70 3 20.00 26477 49.5 52.4 47.6 30 - 70

4 10.00 14795 28.6 76.7 23.3 10 - 35 4 10.00 11758 22.0 74.4 25.6 10 - 35

5 4.75 10565 20.4 97.1 2.9 0 - 5 5 4.75 12017 22.5 96.8 3.2 0 - 5

6 Pan 1501 2.9 100.0 0.0 6 Pan 1688 3.2 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 118: Sieve Analysis of 40mm Aggregate For Concrete

54942 gm 50082 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1968 3.9 3.9 96.1 95 -100

3 20.00 29445 53.6 53.6 46.4 30 - 70 3 20.00 23551 47.0 51.0 49.0 30 - 70

4 10.00 13634 24.8 78.4 21.6 10 - 35 4 10.00 12333 24.6 75.6 24.4 10 - 35

5 4.75 9973 18.2 96.6 3.4 0 - 5 5 4.75 10852 21.7 97.2 2.8 0 - 5

6 Pan 1890 3.4 100.0 0.0 6 Pan 1378 2.8 100.0 0.0

NIL NIL NIL NIL

52299 gm 53088 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1655 3.1 3.1 96.9 95 -100

3 20.00 21998 42.1 42.1 57.9 30 - 70 3 20.00 23223 43.7 46.9 53.1 30 - 70

4 10.00 17315 33.1 75.2 24.8 10 - 35 4 10.00 18087 34.1 80.9 19.1 10 - 35

5 4.75 11166 21.4 96.5 3.5 0 - 5 5 4.75 8741 16.5 97.4 2.6 0 - 5

6 Pan 1820 3.5 100.0 0.0 6 Pan 1382 2.6 100.0 0.0

NIL NIL NIL NIL

52103 gm 53636 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2029 3.9 3.9 96.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22143 42.5 46.4 53.6 30 - 70 3 20.00 25120 46.8 46.8 53.2 30 - 70

4 10.00 16732 32.1 78.5 21.5 10 - 35 4 10.00 18308 34.1 81.0 19.0 10 - 35

5 4.75 9962 19.1 97.6 2.4 0 - 5 5 4.75 8778 16.4 97.3 2.7 0 - 5

6 Pan 1237 2.4 100.0 0.0 6 Pan 1430 2.7 100.0 0.0

NIL NIL NIL NIL

53798 gm 55114 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 21360 39.7 39.7 60.3 30 - 70 3 20.00 28171 51.1 51.1 48.9 30 - 70

4 10.00 20310 37.8 77.5 22.5 10 - 35 4 10.00 13030 23.6 74.8 25.2 10 - 35

5 4.75 10426 19.4 96.8 3.2 0 - 5 5 4.75 12276 22.3 97.0 3.0 0 - 5

6 Pan 1702 3.2 100.0 0.0 6 Pan 1637 3.0 100.0 0.0

NIL NIL NIL NIL

51747 gm 53104 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1488 2.9 2.9 97.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23592 45.6 48.5 51.5 30 - 70 3 20.00 24130 45.4 45.4 54.6 30 - 70

4 10.00 14663 28.3 76.8 23.2 10 - 35 4 10.00 16448 31.0 76.4 23.6 10 - 35

5 4.75 10513 20.3 97.1 2.9 0 - 5 5 4.75 10837 20.4 96.8 3.2 0 - 5

6 Pan 1491 2.9 100.0 0.0 6 Pan 1689 3.2 100.0 0.0

NIL NIL NIL NIL

50570 gm 51758 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1751 3.5 3.5 96.5 95 -100 2 40.00 1862 3.6 3.6 96.4 95 -100

3 20.00 24586 48.6 52.1 47.9 30 - 70 3 20.00 15223 29.4 33.0 67.0 30 - 70

4 10.00 12333 24.4 76.5 23.5 10 - 35 4 10.00 21034 40.6 73.6 26.4 10 - 35

5 4.75 10200 20.2 96.6 3.4 0 - 5 5 4.75 12013 23.2 96.9 3.1 0 - 5

6 Pan 1700 3.4 100.0 0.0 6 Pan 1626 3.1 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 119: Sieve Analysis of 40mm Aggregate For Concrete

50998 gm 53639 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26064 51.1 51.1 48.9 30 - 70 3 20.00 25421 47.4 47.4 52.6 30 - 70

4 10.00 14785 29.0 80.1 19.9 10 - 35 4 10.00 16744 31.2 78.6 21.4 10 - 35

5 4.75 8509 16.7 96.8 3.2 0 - 5 5 4.75 9745 18.2 96.8 3.2 0 - 5

6 Pan 1640 3.2 100.0 0.0 6 Pan 1729 3.2 100.0 0.0

NIL NIL NIL NIL

55756 gm 53675 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1596 2.9 2.9 97.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24457 43.9 46.7 53.3 30 - 70 3 20.00 30907 57.6 57.6 42.4 30 - 70

4 10.00 19536 35.0 81.8 18.2 10 - 35 4 10.00 9813 18.3 75.9 24.1 10 - 35

5 4.75 8802 15.8 97.6 2.4 0 - 5 5 4.75 11236 20.9 96.8 3.2 0 - 5

6 Pan 1365 2.4 100.0 0.0 6 Pan 1719 3.2 100.0 0.0

NIL NIL NIL NIL

50837 gm 54396 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1506 3.0 3.0 97.0 95 -100 2 40.00 2288 4.2 4.2 95.8 95 -100

3 20.00 24239 47.7 50.6 49.4 30 - 70 3 20.00 32440 59.6 63.8 36.2 30 - 70

4 10.00 15753 31.0 81.6 18.4 10 - 35 4 10.00 5659 10.4 74.2 25.8 10 - 35

5 4.75 8012 15.8 97.4 2.6 0 - 5 5 4.75 12413 22.8 97.1 2.9 0 - 5

6 Pan 1327 2.6 100.0 0.0 6 Pan 1596 2.9 100.0 0.0

NIL NIL NIL NIL

51409 gm 55035 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22929 44.6 44.6 55.4 30 - 70 3 20.00 26332 47.8 47.8 52.2 30 - 70

4 10.00 19494 37.9 82.5 17.5 10 - 35 4 10.00 17324 31.5 79.3 20.7 10 - 35

5 4.75 7598 14.8 97.3 2.7 0 - 5 5 4.75 9738 17.7 97.0 3.0 0 - 5

6 Pan 1388 2.7 100.0 0.0 6 Pan 1641 3.0 100.0 0.0

NIL NIL NIL NIL

51422 gm 50733 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28192 54.8 54.8 45.2 30 - 70 3 20.00 23037 45.4 45.4 54.6 30 - 70

4 10.00 13872 27.0 81.8 18.2 10 - 35 4 10.00 18124 35.7 81.1 18.9 10 - 35

5 4.75 7737 15.0 96.8 3.2 0 - 5 5 4.75 8357 16.5 97.6 2.4 0 - 5

6 Pan 1621 3.2 100.0 0.0 6 Pan 1215 2.4 100.0 0.0

NIL NIL NIL NIL

51927 gm 53202 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1986 3.8 3.8 96.2 95 -100 2 40.00 1992 3.7 3.7 96.3 95 -100

3 20.00 24812 47.8 51.6 48.4 30 - 70 3 20.00 28382 53.3 57.1 42.9 30 - 70

4 10.00 13575 26.1 77.7 22.3 10 - 35 4 10.00 11806 22.2 79.3 20.7 10 - 35

5 4.75 9768 18.8 96.6 3.4 0 - 5 5 4.75 9366 17.6 96.9 3.1 0 - 5

6 Pan 1786 3.4 100.0 0.0 6 Pan 1656 3.1 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 120: Sieve Analysis of 40mm Aggregate For Concrete

51118 gm 53150 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1597 3.1 3.1 96.9 95 -100 2 40.00 2111 4.0 4.0 96.0 95 -100

3 20.00 22737 44.5 47.6 52.4 30 - 70 3 20.00 25434 47.9 51.8 48.2 30 - 70

4 10.00 18204 35.6 83.2 16.8 10 - 35 4 10.00 15673 29.5 81.3 18.7 10 - 35

5 4.75 7080 13.9 97.1 2.9 0 - 5 5 4.75 8422 15.8 97.2 2.8 0 - 5

6 Pan 1500 2.9 100.0 0.0 6 Pan 1510 2.8 100.0 0.0

NIL NIL NIL NIL

50489 gm 53800 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1943 3.6 3.6 96.4 95 -100

3 20.00 27932 55.3 55.3 44.7 30 - 70 3 20.00 25961 48.3 51.9 48.1 30 - 70

4 10.00 11459 22.7 78.0 22.0 10 - 35 4 10.00 14139 26.3 78.1 21.9 10 - 35

5 4.75 9657 19.1 97.1 2.9 0 - 5 5 4.75 10343 19.2 97.4 2.6 0 - 5

6 Pan 1441 2.9 100.0 0.0 6 Pan 1414 2.6 100.0 0.0

NIL NIL NIL NIL

51221 gm 51284 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 20212 39.5 39.5 60.5 30 - 70 3 20.00 23075 45.0 45.0 55.0 30 - 70

4 10.00 20348 39.7 79.2 20.8 10 - 35 4 10.00 17373 33.9 78.9 21.1 10 - 35

5 4.75 9281 18.1 97.3 2.7 0 - 5 5 4.75 9093 17.7 96.6 3.4 0 - 5

6 Pan 1380 2.7 100.0 0.0 6 Pan 1743 3.4 100.0 0.0

NIL NIL NIL NIL

53575 gm 53689 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1455 2.7 2.7 97.3 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26990 50.4 53.1 46.9 30 - 70 3 20.00 27478 51.2 51.2 48.8 30 - 70

4 10.00 12322 23.0 76.1 23.9 10 - 35 4 10.00 12625 23.5 74.7 25.3 10 - 35

5 4.75 11345 21.2 97.3 2.7 0 - 5 5 4.75 12290 22.9 97.6 2.4 0 - 5

6 Pan 1463 2.7 100.0 0.0 6 Pan 1296 2.4 100.0 0.0

NIL NIL NIL NIL

55103 gm 52379 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1803 3.4 3.4 96.6 95 -100

3 20.00 30588 55.5 55.5 44.5 30 - 70 3 20.00 26166 50.0 53.4 46.6 30 - 70

4 10.00 11513 20.9 76.4 23.6 10 - 35 4 10.00 13239 25.3 78.7 21.3 10 - 35

5 4.75 11435 20.8 97.2 2.8 0 - 5 5 4.75 9539 18.2 96.9 3.1 0 - 5

6 Pan 1567 2.8 100.0 0.0 6 Pan 1632 3.1 100.0 0.0

NIL NIL NIL NIL

51178 gm 52953 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1854 3.6 3.6 96.4 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22020 43.0 46.6 53.4 30 - 70 3 20.00 25768 48.7 48.7 51.3 30 - 70

4 10.00 15995 31.3 77.9 22.1 10 - 35 4 10.00 14174 26.8 75.4 24.6 10 - 35

5 4.75 9902 19.3 97.3 2.7 0 - 5 5 4.75 10887 20.6 96.0 4.0 0 - 5

6 Pan 1407 2.7 100.0 0.0 6 Pan 2124 4.0 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 121: Sieve Analysis of 40mm Aggregate For Concrete

50913 gm 50825 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1426 2.8 2.8 97.2 95 -100 2 40.00 1811 3.6 3.6 96.4 95 -100

3 20.00 26470 52.0 54.8 45.2 30 - 70 3 20.00 25532 50.2 53.8 46.2 30 - 70

4 10.00 10902 21.4 76.2 23.8 10 - 35 4 10.00 12441 24.5 78.3 21.7 10 - 35

5 4.75 10410 20.4 96.7 3.3 0 - 5 5 4.75 9497 18.7 97.0 3.0 0 - 5

6 Pan 1705 3.3 100.0 0.0 6 Pan 1544 3.0 100.0 0.0

NIL NIL NIL NIL

54658 gm 50328 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26655 48.8 48.8 51.2 30 - 70 3 20.00 23187 46.1 46.1 53.9 30 - 70

4 10.00 14901 27.3 76.0 24.0 10 - 35 4 10.00 13287 26.4 72.5 27.5 10 - 35

5 4.75 11394 20.8 96.9 3.1 0 - 5 5 4.75 12364 24.6 97.0 3.0 0 - 5

6 Pan 1708 3.1 100.0 0.0 6 Pan 1490 3.0 100.0 0.0

NIL NIL NIL NIL

52056 gm 52744 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1525 2.9 2.9 97.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25848 49.7 52.6 47.4 30 - 70 3 20.00 26770 50.8 50.8 49.2 30 - 70

4 10.00 11739 22.6 75.1 24.9 10 - 35 4 10.00 12920 24.5 75.3 24.7 10 - 35

5 4.75 11421 21.9 97.1 2.9 0 - 5 5 4.75 11156 21.2 96.4 3.6 0 - 5

6 Pan 1523 2.9 100.0 0.0 6 Pan 1898 3.6 100.0 0.0

NIL NIL NIL NIL

50822 gm 55055 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1930 3.5 3.5 96.5 95 -100

3 20.00 31518 62.0 62.0 38.0 30 - 70 3 20.00 28521 51.8 55.3 44.7 30 - 70

4 10.00 9318 18.3 80.4 19.6 10 - 35 4 10.00 11018 20.0 75.3 24.7 10 - 35

5 4.75 8301 16.3 96.7 3.3 0 - 5 5 4.75 12040 21.9 97.2 2.8 0 - 5

6 Pan 1685 3.3 100.0 0.0 6 Pan 1546 2.8 100.0 0.0

NIL NIL NIL NIL

53507 gm 51102 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25713 48.1 48.1 51.9 30 - 70 3 20.00 21488 42.0 42.0 58.0 30 - 70

4 10.00 16521 30.9 78.9 21.1 10 - 35 4 10.00 18208 35.6 77.7 22.3 10 - 35

5 4.75 9922 18.5 97.5 2.5 0 - 5 5 4.75 9968 19.5 97.2 2.8 0 - 5

6 Pan 1351 2.5 100.0 0.0 6 Pan 1438 2.8 100.0 0.0

NIL NIL NIL NIL

54531 gm 55823 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2234 4.0 4.0 96.0 95 -100

3 20.00 27998 51.3 51.3 48.7 30 - 70 3 20.00 26097 46.7 50.8 49.2 30 - 70

4 10.00 15145 27.8 79.1 20.9 10 - 35 4 10.00 15019 26.9 77.7 22.3 10 - 35

5 4.75 9567 17.5 96.7 3.3 0 - 5 5 4.75 10643 19.1 96.7 3.3 0 - 5

6 Pan 1821 3.3 100.0 0.0 6 Pan 1830 3.3 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 122: Sieve Analysis of 40mm Aggregate For Concrete

51705 gm 54939 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1933 3.7 3.7 96.3 95 -100 2 40.00 2142 3.9 3.9 96.1 95 -100

3 20.00 21551 41.7 45.4 54.6 30 - 70 3 20.00 28675 52.2 56.1 43.9 30 - 70

4 10.00 16492 31.9 77.3 22.7 10 - 35 4 10.00 10464 19.0 75.1 24.9 10 - 35

5 4.75 9991 19.3 96.6 3.4 0 - 5 5 4.75 12018 21.9 97.0 3.0 0 - 5

6 Pan 1738 3.4 100.0 0.0 6 Pan 1640 3.0 100.0 0.0

NIL NIL NIL NIL

53831 gm 52117 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27549 51.2 51.2 48.8 30 - 70 3 20.00 24155 46.3 46.3 53.7 30 - 70

4 10.00 11688 21.7 72.9 27.1 10 - 35 4 10.00 16480 31.6 78.0 22.0 10 - 35

5 4.75 12936 24.0 96.9 3.1 0 - 5 5 4.75 9864 18.9 96.9 3.1 0 - 5

6 Pan 1658 3.1 100.0 0.0 6 Pan 1618 3.1 100.0 0.0

NIL NIL NIL NIL

51085 gm 55590 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30586 59.9 59.9 40.1 30 - 70 3 20.00 29695 53.4 53.4 46.6 30 - 70

4 10.00 11461 22.4 82.3 17.7 10 - 35 4 10.00 14034 25.2 78.7 21.3 10 - 35

5 4.75 7674 15.0 97.3 2.7 0 - 5 5 4.75 10186 18.3 97.0 3.0 0 - 5

6 Pan 1364 2.7 100.0 0.0 6 Pan 1675 3.0 100.0 0.0

NIL NIL NIL NIL

54810 gm 51962 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27572 50.3 50.3 49.7 30 - 70 3 20.00 23531 45.3 45.3 54.7 30 - 70

4 10.00 14740 26.9 77.2 22.8 10 - 35 4 10.00 19197 36.9 82.2 17.8 10 - 35

5 4.75 10762 19.6 96.8 3.2 0 - 5 5 4.75 7609 14.6 96.9 3.1 0 - 5

6 Pan 1736 3.2 100.0 0.0 6 Pan 1625 3.1 100.0 0.0

NIL NIL NIL NIL

55595 gm 52717 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27350 49.2 49.2 50.8 30 - 70 3 20.00 26987 51.2 51.2 48.8 30 - 70

4 10.00 15250 27.4 76.6 23.4 10 - 35 4 10.00 10685 20.3 71.5 28.5 10 - 35

5 4.75 10987 19.8 96.4 3.6 0 - 5 5 4.75 13598 25.8 97.3 2.7 0 - 5

6 Pan 2008 3.6 100.0 0.0 6 Pan 1447 2.7 100.0 0.0

NIL NIL NIL NIL

51093 gm 54970 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1923 3.8 3.8 96.2 95 -100 2 40.00 1665 3.0 3.0 97.0 95 -100

3 20.00 23730 46.4 50.2 49.8 30 - 70 3 20.00 26752 48.7 51.7 48.3 30 - 70

4 10.00 14470 28.3 78.5 21.5 10 - 35 4 10.00 15144 27.5 79.2 20.8 10 - 35

5 4.75 9536 18.7 97.2 2.8 0 - 5 5 4.75 9605 17.5 96.7 3.3 0 - 5

6 Pan 1434 2.8 100.0 0.0 6 Pan 1804 3.3 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 123: Sieve Analysis of 40mm Aggregate For Concrete

51408 gm 55533 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1987 3.9 3.9 96.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 21037 40.9 44.8 55.2 30 - 70 3 20.00 26754 48.2 48.2 51.8 30 - 70

4 10.00 17256 33.6 78.4 21.6 10 - 35 4 10.00 14850 26.7 74.9 25.1 10 - 35

5 4.75 9331 18.2 96.5 3.5 0 - 5 5 4.75 12398 22.3 97.2 2.8 0 - 5

6 Pan 1797 3.5 100.0 0.0 6 Pan 1531 2.8 100.0 0.0

NIL NIL NIL NIL

52292 gm 54563 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 31686 60.6 60.6 39.4 30 - 70 3 20.00 29532 54.1 54.1 45.9 30 - 70

4 10.00 10121 19.4 79.9 20.1 10 - 35 4 10.00 13802 25.3 79.4 20.6 10 - 35

5 4.75 9047 17.3 97.3 2.7 0 - 5 5 4.75 9794 17.9 97.4 2.6 0 - 5

6 Pan 1438 2.7 100.0 0.0 6 Pan 1435 2.6 100.0 0.0

NIL NIL NIL NIL

51245 gm 55506 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1975 3.6 3.6 96.4 95 -100

3 20.00 25506 49.8 49.8 50.2 30 - 70 3 20.00 23380 42.1 45.7 54.3 30 - 70

4 10.00 16691 32.6 82.3 17.7 10 - 35 4 10.00 18820 33.9 79.6 20.4 10 - 35

5 4.75 7787 15.2 97.5 2.5 0 - 5 5 4.75 9570 17.2 96.8 3.2 0 - 5

6 Pan 1261 2.5 100.0 0.0 6 Pan 1761 3.2 100.0 0.0

NIL NIL NIL NIL

52144 gm 53757 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23673 45.4 45.4 54.6 30 - 70 3 20.00 28216 52.5 52.5 47.5 30 - 70

4 10.00 16770 32.2 77.6 22.4 10 - 35 4 10.00 13786 25.6 78.1 21.9 10 - 35

5 4.75 10147 19.5 97.0 3.0 0 - 5 5 4.75 10050 18.7 96.8 3.2 0 - 5

6 Pan 1554 3.0 100.0 0.0 6 Pan 1705 3.2 100.0 0.0

NIL NIL NIL NIL

50930 gm 53368 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28070 55.1 55.1 44.9 30 - 70 3 20.00 27006 50.6 50.6 49.4 30 - 70

4 10.00 9222 18.1 73.2 26.8 10 - 35 4 10.00 13818 25.9 76.5 23.5 10 - 35

5 4.75 11968 23.5 96.7 3.3 0 - 5 5 4.75 10840 20.3 96.8 3.2 0 - 5

6 Pan 1670 3.3 100.0 0.0 6 Pan 1704 3.2 100.0 0.0

NIL NIL NIL NIL

53051 gm 54130 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1791 3.4 3.4 96.6 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23339 44.0 47.4 52.6 30 - 70 3 20.00 28837 53.3 53.3 46.7 30 - 70

4 10.00 14740 27.8 75.2 24.8 10 - 35 4 10.00 11834 21.9 75.1 24.9 10 - 35

5 4.75 11448 21.6 96.7 3.3 0 - 5 5 4.75 11617 21.5 96.6 3.4 0 - 5

6 Pan 1733 3.3 100.0 0.0 6 Pan 1842 3.4 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 124: Sieve Analysis of 40mm Aggregate For Concrete

51121 gm 51714 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1857 3.6 3.6 96.4 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24322 47.6 51.2 48.8 30 - 70 3 20.00 27739 53.6 53.6 46.4 30 - 70

4 10.00 14817 29.0 80.2 19.8 10 - 35 4 10.00 16552 32.0 85.6 14.4 10 - 35

5 4.75 8480 16.6 96.8 3.2 0 - 5 5 4.75 5865 11.3 97.0 3.0 0 - 5

6 Pan 1645 3.2 100.0 0.0 6 Pan 1558 3.0 100.0 0.0

NIL NIL NIL NIL

53301 gm 52778 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1859 3.5 3.5 96.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23566 44.2 47.7 52.3 30 - 70 3 20.00 24063 45.6 45.6 54.4 30 - 70

4 10.00 17205 32.3 80.0 20.0 10 - 35 4 10.00 15488 29.3 74.9 25.1 10 - 35

5 4.75 9170 17.2 97.2 2.8 0 - 5 5 4.75 12007 22.8 97.7 2.3 0 - 5

6 Pan 1501 2.8 100.0 0.0 6 Pan 1220 2.3 100.0 0.0

NIL NIL NIL NIL

52048 gm 50634 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1707 3.4 3.4 96.6 95 -100

3 20.00 28303 54.4 54.4 45.6 30 - 70 3 20.00 22813 45.1 48.4 51.6 30 - 70

4 10.00 13842 26.6 81.0 19.0 10 - 35 4 10.00 16694 33.0 81.4 18.6 10 - 35

5 4.75 8234 15.8 96.8 3.2 0 - 5 5 4.75 7661 15.1 96.5 3.5 0 - 5

6 Pan 1669 3.2 100.0 0.0 6 Pan 1759 3.5 100.0 0.0

NIL NIL NIL NIL

53939 gm 50136 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23761 44.1 44.1 55.9 30 - 70 3 20.00 23519 46.9 46.9 53.1 30 - 70

4 10.00 14945 27.7 71.8 28.2 10 - 35 4 10.00 14820 29.6 76.5 23.5 10 - 35

5 4.75 13418 24.9 96.6 3.4 0 - 5 5 4.75 9886 19.7 96.2 3.8 0 - 5

6 Pan 1815 3.4 100.0 0.0 6 Pan 1911 3.8 100.0 0.0

NIL NIL NIL NIL

51720 gm 51134 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1425 2.8 2.8 97.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27163 52.5 55.3 44.7 30 - 70 3 20.00 26483 51.8 51.8 48.2 30 - 70

4 10.00 11254 21.8 77.0 23.0 10 - 35 4 10.00 12755 24.9 76.7 23.3 10 - 35

5 4.75 10258 19.8 96.9 3.1 0 - 5 5 4.75 10245 20.0 96.8 3.2 0 - 5

6 Pan 1620 3.1 100.0 0.0 6 Pan 1651 3.2 100.0 0.0

NIL NIL NIL NIL

50073 gm 54757 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1984 3.6 3.6 96.4 95 -100

3 20.00 26929 53.8 53.8 46.2 30 - 70 3 20.00 24907 45.5 49.1 50.9 30 - 70

4 10.00 14877 29.7 83.5 16.5 10 - 35 4 10.00 15932 29.1 78.2 21.8 10 - 35

5 4.75 6585 13.2 96.6 3.4 0 - 5 5 4.75 10100 18.4 96.7 3.3 0 - 5

6 Pan 1682 3.4 100.0 0.0 6 Pan 1834 3.3 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 125: Sieve Analysis of 40mm Aggregate For Concrete

52556 gm 51511 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2029 3.9 3.9 96.1 95 -100 2 40.00 1666 3.2 3.2 96.8 95 -100

3 20.00 26119 49.7 53.6 46.4 30 - 70 3 20.00 22028 42.8 46.0 54.0 30 - 70

4 10.00 15488 29.5 83.0 17.0 10 - 35 4 10.00 16845 32.7 78.7 21.3 10 - 35

5 4.75 7442 14.2 97.2 2.8 0 - 5 5 4.75 9417 18.3 97.0 3.0 0 - 5

6 Pan 1478 2.8 100.0 0.0 6 Pan 1555 3.0 100.0 0.0

NIL NIL NIL NIL

52524 gm 50182 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29315 55.8 55.8 44.2 30 - 70 3 20.00 25686 51.2 51.2 48.8 30 - 70

4 10.00 10297 19.6 75.4 24.6 10 - 35 4 10.00 13147 26.2 77.4 22.6 10 - 35

5 4.75 11254 21.4 96.8 3.2 0 - 5 5 4.75 9842 19.6 97.0 3.0 0 - 5

6 Pan 1658 3.2 100.0 0.0 6 Pan 1507 3.0 100.0 0.0

NIL NIL NIL NIL

55734 gm 53466 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1732 3.2 3.2 96.8 95 -100

3 20.00 23116 41.5 41.5 58.5 30 - 70 3 20.00 23513 44.0 47.2 52.8 30 - 70

4 10.00 22686 40.7 82.2 17.8 10 - 35 4 10.00 13879 26.0 73.2 26.8 10 - 35

5 4.75 8273 14.8 97.0 3.0 0 - 5 5 4.75 13003 24.3 97.5 2.5 0 - 5

6 Pan 1659 3.0 100.0 0.0 6 Pan 1339 2.5 100.0 0.0

NIL NIL NIL NIL

51671 gm 52346 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1712 3.3 3.3 96.7 95 -100 2 40.00 2273 4.3 4.3 95.7 95 -100

3 20.00 22751 44.0 47.3 52.7 30 - 70 3 20.00 22239 42.5 46.8 53.2 30 - 70

4 10.00 18537 35.9 83.2 16.8 10 - 35 4 10.00 20130 38.5 85.3 14.7 10 - 35

5 4.75 7074 13.7 96.9 3.1 0 - 5 5 4.75 6297 12.0 97.3 2.7 0 - 5

6 Pan 1597 3.1 100.0 0.0 6 Pan 1407 2.7 100.0 0.0

NIL NIL NIL NIL

53292 gm 54088 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22408 42.0 42.0 58.0 30 - 70 3 20.00 29189 54.0 54.0 46.0 30 - 70

4 10.00 22349 41.9 84.0 16.0 10 - 35 4 10.00 13609 25.2 79.1 20.9 10 - 35

5 4.75 6788 12.7 96.7 3.3 0 - 5 5 4.75 9712 18.0 97.1 2.9 0 - 5

6 Pan 1747 3.3 100.0 0.0 6 Pan 1578 2.9 100.0 0.0

NIL NIL NIL NIL

55153 gm 54577 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2013 3.6 3.6 96.4 95 -100 2 40.00 2291 4.2 4.2 95.8 95 -100

3 20.00 25998 47.1 50.8 49.2 30 - 70 3 20.00 26320 48.2 52.4 47.6 30 - 70

4 10.00 16366 29.7 80.5 19.5 10 - 35 4 10.00 13096 24.0 76.4 23.6 10 - 35

5 4.75 9105 16.5 97.0 3.0 0 - 5 5 4.75 11309 20.7 97.1 2.9 0 - 5

6 Pan 1671 3.0 100.0 0.0 6 Pan 1561 2.9 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 126: Sieve Analysis of 40mm Aggregate For Concrete

52283 gm 54136 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1805 3.5 3.5 96.5 95 -100 2 40.00 1883 3.5 3.5 96.5 95 -100

3 20.00 22648 43.3 46.8 53.2 30 - 70 3 20.00 22780 42.1 45.6 54.4 30 - 70

4 10.00 18954 36.3 83.0 17.0 10 - 35 4 10.00 14458 26.7 72.3 27.7 10 - 35

5 4.75 7226 13.8 96.8 3.2 0 - 5 5 4.75 13231 24.4 96.7 3.3 0 - 5

6 Pan 1650 3.2 100.0 0.0 6 Pan 1784 3.3 100.0 0.0

NIL NIL NIL NIL

54527 gm 51164 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2091 3.8 3.8 96.2 95 -100 2 40.00 2243 4.4 4.4 95.6 95 -100

3 20.00 26534 48.7 52.5 47.5 30 - 70 3 20.00 25368 49.6 54.0 46.0 30 - 70

4 10.00 14103 25.9 78.4 21.6 10 - 35 4 10.00 11952 23.4 77.3 22.7 10 - 35

5 4.75 10270 18.8 97.2 2.8 0 - 5 5 4.75 10359 20.2 97.6 2.4 0 - 5

6 Pan 1529 2.8 100.0 0.0 6 Pan 1242 2.4 100.0 0.0

NIL NIL NIL NIL

51256 gm 51265 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1411 2.8 2.8 97.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22154 43.2 46.0 54.0 30 - 70 3 20.00 25669 50.1 50.1 49.9 30 - 70

4 10.00 17291 33.7 79.7 20.3 10 - 35 4 10.00 15729 30.7 80.8 19.2 10 - 35

5 4.75 8834 17.2 96.9 3.1 0 - 5 5 4.75 8543 16.7 97.4 2.6 0 - 5

6 Pan 1566 3.1 100.0 0.0 6 Pan 1324 2.6 100.0 0.0

NIL NIL NIL NIL

55201 gm 55281 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2082 3.8 3.8 96.2 95 -100

3 20.00 26602 48.2 48.2 51.8 30 - 70 3 20.00 23075 41.7 45.5 54.5 30 - 70

4 10.00 17831 32.3 80.5 19.5 10 - 35 4 10.00 16975 30.7 76.2 23.8 10 - 35

5 4.75 9264 16.8 97.3 2.7 0 - 5 5 4.75 11668 21.1 97.3 2.7 0 - 5

6 Pan 1504 2.7 100.0 0.0 6 Pan 1481 2.7 100.0 0.0

NIL NIL NIL NIL

54984 gm 51454 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27200 49.5 49.5 50.5 30 - 70 3 20.00 23757 46.2 46.2 53.8 30 - 70

4 10.00 16763 30.5 80.0 20.0 10 - 35 4 10.00 16291 31.7 77.8 22.2 10 - 35

5 4.75 9545 17.4 97.3 2.7 0 - 5 5 4.75 10016 19.5 97.3 2.7 0 - 5

6 Pan 1476 2.7 100.0 0.0 6 Pan 1390 2.7 100.0 0.0

NIL NIL NIL NIL

55735 gm 54663 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1841 3.3 3.3 96.7 95 -100 2 40.00 2030 3.7 3.7 96.3 95 -100

3 20.00 26265 47.1 50.4 49.6 30 - 70 3 20.00 23156 42.4 46.1 53.9 30 - 70

4 10.00 16500 29.6 80.0 20.0 10 - 35 4 10.00 20533 37.6 83.6 16.4 10 - 35

5 4.75 9427 16.9 96.9 3.1 0 - 5 5 4.75 7562 13.8 97.5 2.5 0 - 5

6 Pan 1702 3.1 100.0 0.0 6 Pan 1382 2.5 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 127: Sieve Analysis of 40mm Aggregate For Concrete

54988 gm 50024 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1262 2.5 2.5 97.5 95 -100

3 20.00 25038 45.5 45.5 54.5 30 - 70 3 20.00 24135 48.2 50.8 49.2 30 - 70

4 10.00 18339 33.4 78.9 21.1 10 - 35 4 10.00 13923 27.8 78.6 21.4 10 - 35

5 4.75 10182 18.5 97.4 2.6 0 - 5 5 4.75 9188 18.4 97.0 3.0 0 - 5

6 Pan 1429 2.6 100.0 0.0 6 Pan 1516 3.0 100.0 0.0

NIL NIL NIL NIL

55577 gm 52656 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28548 51.4 51.4 48.6 30 - 70 3 20.00 25434 48.3 48.3 51.7 30 - 70

4 10.00 14191 25.5 76.9 23.1 10 - 35 4 10.00 16339 31.0 79.3 20.7 10 - 35

5 4.75 10619 19.1 96.0 4.0 0 - 5 5 4.75 9437 17.9 97.3 2.7 0 - 5

6 Pan 2219 4.0 100.0 0.0 6 Pan 1446 2.7 100.0 0.0

NIL NIL NIL NIL

51660 gm 52354 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1645 3.2 3.2 96.8 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22963 44.5 47.6 52.4 30 - 70 3 20.00 26395 50.4 50.4 49.6 30 - 70

4 10.00 15166 29.4 77.0 23.0 10 - 35 4 10.00 14334 27.4 77.8 22.2 10 - 35

5 4.75 10129 19.6 96.6 3.4 0 - 5 5 4.75 10344 19.8 97.6 2.4 0 - 5

6 Pan 1757 3.4 100.0 0.0 6 Pan 1281 2.4 100.0 0.0

NIL NIL NIL NIL

54536 gm 52457 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30931 56.7 56.7 43.3 30 - 70 3 20.00 27270 52.0 52.0 48.0 30 - 70

4 10.00 11746 21.5 78.3 21.7 10 - 35 4 10.00 14118 26.9 78.9 21.1 10 - 35

5 4.75 9959 18.3 96.5 3.5 0 - 5 5 4.75 9405 17.9 96.8 3.2 0 - 5

6 Pan 1900 3.5 100.0 0.0 6 Pan 1664 3.2 100.0 0.0

NIL NIL NIL NIL

53439 gm 55292 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1986 3.7 3.7 96.3 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22601 42.3 46.0 54.0 30 - 70 3 20.00 28850 52.2 52.2 47.8 30 - 70

4 10.00 19840 37.1 83.1 16.9 10 - 35 4 10.00 17113 31.0 83.1 16.9 10 - 35

5 4.75 7667 14.3 97.5 2.5 0 - 5 5 4.75 7604 13.8 96.9 3.1 0 - 5

6 Pan 1345 2.5 100.0 0.0 6 Pan 1725 3.1 100.0 0.0

NIL NIL NIL NIL

55567 gm 50896 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 30608 55.1 55.1 44.9 30 - 70 3 20.00 24345 47.8 47.8 52.2 30 - 70

4 10.00 13546 24.4 79.5 20.5 10 - 35 4 10.00 16049 31.5 79.4 20.6 10 - 35

5 4.75 9732 17.5 97.0 3.0 0 - 5 5 4.75 8760 17.2 96.6 3.4 0 - 5

6 Pan 1681 3.0 100.0 0.0 6 Pan 1742 3.4 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 128: Sieve Analysis of 40mm Aggregate For Concrete

50627 gm 54207 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25444 50.3 50.3 49.7 30 - 70 3 20.00 23834 44.0 44.0 56.0 30 - 70

4 10.00 15501 30.6 80.9 19.1 10 - 35 4 10.00 17627 32.5 76.5 23.5 10 - 35

5 4.75 8013 15.8 96.7 3.3 0 - 5 5 4.75 11162 20.6 97.1 2.9 0 - 5

6 Pan 1669 3.3 100.0 0.0 6 Pan 1584 2.9 100.0 0.0

NIL NIL NIL NIL

53521 gm 54555 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25930 48.4 48.4 51.6 30 - 70 3 20.00 27825 51.0 51.0 49.0 30 - 70

4 10.00 17469 32.6 81.1 18.9 10 - 35 4 10.00 15448 28.3 79.3 20.7 10 - 35

5 4.75 8810 16.5 97.5 2.5 0 - 5 5 4.75 9640 17.7 97.0 3.0 0 - 5

6 Pan 1312 2.5 100.0 0.0 6 Pan 1642 3.0 100.0 0.0

NIL NIL NIL NIL

54739 gm 50829 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1924 3.5 3.5 96.5 95 -100 2 40.00 1968 3.9 3.9 96.1 95 -100

3 20.00 27928 51.0 54.5 45.5 30 - 70 3 20.00 22208 43.7 47.6 52.4 30 - 70

4 10.00 13710 25.0 79.6 20.4 10 - 35 4 10.00 16989 33.4 81.0 19.0 10 - 35

5 4.75 9739 17.8 97.4 2.6 0 - 5 5 4.75 8349 16.4 97.4 2.6 0 - 5

6 Pan 1438 2.6 100.0 0.0 6 Pan 1315 2.6 100.0 0.0

NIL NIL NIL NIL

50912 gm 54844 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1902 3.7 3.7 96.3 95 -100 2 40.00 1688 3.1 3.1 96.9 95 -100

3 20.00 22903 45.0 48.7 51.3 30 - 70 3 20.00 30463 55.5 58.6 41.4 30 - 70

4 10.00 11848 23.3 72.0 28.0 10 - 35 4 10.00 10264 18.7 77.3 22.7 10 - 35

5 4.75 12558 24.7 96.7 3.3 0 - 5 5 4.75 10806 19.7 97.0 3.0 0 - 5

6 Pan 1701 3.3 100.0 0.0 6 Pan 1623 3.0 100.0 0.0

NIL NIL NIL NIL

54462 gm 52738 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2090 3.8 3.8 96.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25478 46.8 50.6 49.4 30 - 70 3 20.00 28509 54.1 54.1 45.9 30 - 70

4 10.00 15008 27.6 78.2 21.8 10 - 35 4 10.00 12528 23.8 77.8 22.2 10 - 35

5 4.75 10196 18.7 96.9 3.1 0 - 5 5 4.75 9818 18.6 96.4 3.6 0 - 5

6 Pan 1690 3.1 100.0 0.0 6 Pan 1883 3.6 100.0 0.0

NIL NIL NIL NIL

53571 gm 50014 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28847 53.8 53.8 46.2 30 - 70 3 20.00 25775 51.5 51.5 48.5 30 - 70

4 10.00 13073 24.4 78.3 21.7 10 - 35 4 10.00 12653 25.3 76.8 23.2 10 - 35

5 4.75 10001 18.7 96.9 3.1 0 - 5 5 4.75 10341 20.7 97.5 2.5 0 - 5

6 Pan 1650 3.1 100.0 0.0 6 Pan 1245 2.5 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 129: Sieve Analysis of 40mm Aggregate For Concrete

55933 gm 56000 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2133 3.8 3.8 96.2 95 -100

3 20.00 29364 52.5 52.5 47.5 30 - 70 3 20.00 24288 43.4 47.2 52.8 30 - 70

4 10.00 16132 28.8 81.3 18.7 10 - 35 4 10.00 15998 28.6 75.7 24.3 10 - 35

5 4.75 8262 14.8 96.1 3.9 0 - 5 5 4.75 11776 21.0 96.8 3.2 0 - 5

6 Pan 2175 3.9 100.0 0.0 6 Pan 1805 3.2 100.0 0.0

NIL NIL NIL NIL

53649 gm 51101 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1895 3.5 3.5 96.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24941 46.5 50.0 50.0 30 - 70 3 20.00 21328 41.7 41.7 58.3 30 - 70

4 10.00 15607 29.1 79.1 20.9 10 - 35 4 10.00 17979 35.2 76.9 23.1 10 - 35

5 4.75 9658 18.0 97.1 2.9 0 - 5 5 4.75 10195 20.0 96.9 3.1 0 - 5

6 Pan 1548 2.9 100.0 0.0 6 Pan 1599 3.1 100.0 0.0

NIL NIL NIL NIL

55642 gm 51256 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1842 3.6 3.6 96.4 95 -100

3 20.00 30870 55.5 55.5 44.5 30 - 70 3 20.00 21949 42.8 46.4 53.6 30 - 70

4 10.00 12518 22.5 78.0 22.0 10 - 35 4 10.00 18104 35.3 81.7 18.3 10 - 35

5 4.75 10504 18.9 96.9 3.1 0 - 5 5 4.75 7689 15.0 96.7 3.3 0 - 5

6 Pan 1750 3.1 100.0 0.0 6 Pan 1672 3.3 100.0 0.0

NIL NIL NIL NIL

50375 gm 50862 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28920 57.4 57.4 42.6 30 - 70 3 20.00 29665 58.3 58.3 41.7 30 - 70

4 10.00 9873 19.6 77.0 23.0 10 - 35 4 10.00 9953 19.6 77.9 22.1 10 - 35

5 4.75 10286 20.4 97.4 2.6 0 - 5 5 4.75 9910 19.5 97.4 2.6 0 - 5

6 Pan 1296 2.6 100.0 0.0 6 Pan 1334 2.6 100.0 0.0

NIL NIL NIL NIL

51358 gm 54159 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1844 3.4 3.4 96.6 95 -100

3 20.00 25642 49.9 49.9 50.1 30 - 70 3 20.00 24703 45.6 49.0 51.0 30 - 70

4 10.00 13387 26.1 76.0 24.0 10 - 35 4 10.00 17195 31.7 80.8 19.2 10 - 35

5 4.75 10720 20.9 96.9 3.1 0 - 5 5 4.75 8448 15.6 96.4 3.6 0 - 5

6 Pan 1609 3.1 100.0 0.0 6 Pan 1969 3.6 100.0 0.0

NIL NIL NIL NIL

55277 gm 55671 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23166 41.9 41.9 58.1 30 - 70 3 20.00 24494 44.0 44.0 56.0 30 - 70

4 10.00 18565 33.6 75.5 24.5 10 - 35 4 10.00 20735 37.2 81.2 18.8 10 - 35

5 4.75 11797 21.3 96.8 3.2 0 - 5 5 4.75 8885 16.0 97.2 2.8 0 - 5

6 Pan 1749 3.2 100.0 0.0 6 Pan 1557 2.8 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 130: Sieve Analysis of 40mm Aggregate For Concrete

51966 gm 52501 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2079 4.0 4.0 96.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23884 46.0 50.0 50.0 30 - 70 3 20.00 25612 48.8 48.8 51.2 30 - 70

4 10.00 15470 29.8 79.7 20.3 10 - 35 4 10.00 16145 30.8 79.5 20.5 10 - 35

5 4.75 9122 17.6 97.3 2.7 0 - 5 5 4.75 8953 17.1 96.6 3.4 0 - 5

6 Pan 1411 2.7 100.0 0.0 6 Pan 1791 3.4 100.0 0.0

NIL NIL NIL NIL

50887 gm 55941 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1641 2.9 2.9 97.1 95 -100

3 20.00 25344 49.8 49.8 50.2 30 - 70 3 20.00 21371 38.2 41.1 58.9 30 - 70

4 10.00 16581 32.6 82.4 17.6 10 - 35 4 10.00 19089 34.1 75.3 24.7 10 - 35

5 4.75 7411 14.6 97.0 3.0 0 - 5 5 4.75 12135 21.7 97.0 3.0 0 - 5

6 Pan 1551 3.0 100.0 0.0 6 Pan 1705 3.0 100.0 0.0

NIL NIL NIL NIL

55628 gm 50499 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2235 4.0 4.0 96.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23704 42.6 46.6 53.4 30 - 70 3 20.00 23902 47.3 47.3 52.7 30 - 70

4 10.00 19112 34.4 81.0 19.0 10 - 35 4 10.00 15901 31.5 78.8 21.2 10 - 35

5 4.75 8845 15.9 96.9 3.1 0 - 5 5 4.75 9185 18.2 97.0 3.0 0 - 5

6 Pan 1732 3.1 100.0 0.0 6 Pan 1511 3.0 100.0 0.0

NIL NIL NIL NIL

55809 gm 54070 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2520 4.5 4.5 95.5 95 -100 2 40.00 1666 3.1 3.1 96.9 95 -100

3 20.00 24106 43.2 47.7 52.3 30 - 70 3 20.00 24080 44.5 47.6 52.4 30 - 70

4 10.00 16771 30.1 77.8 22.2 10 - 35 4 10.00 17181 31.8 79.4 20.6 10 - 35

5 4.75 10929 19.6 97.3 2.7 0 - 5 5 4.75 9754 18.0 97.4 2.6 0 - 5

6 Pan 1483 2.7 100.0 0.0 6 Pan 1389 2.6 100.0 0.0

NIL NIL NIL NIL

54048 gm 53490 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23871 44.2 44.2 55.8 30 - 70 3 20.00 25831 48.3 48.3 51.7 30 - 70

4 10.00 19027 35.2 79.4 20.6 10 - 35 4 10.00 14064 26.3 74.6 25.4 10 - 35

5 4.75 9613 17.8 97.2 2.8 0 - 5 5 4.75 12189 22.8 97.4 2.6 0 - 5

6 Pan 1537 2.8 100.0 0.0 6 Pan 1406 2.6 100.0 0.0

NIL NIL NIL NIL

54490 gm 55672 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26406 48.5 48.5 51.5 30 - 70 3 20.00 29455 52.9 52.9 47.1 30 - 70

4 10.00 16558 30.4 78.8 21.2 10 - 35 4 10.00 15733 28.3 81.2 18.8 10 - 35

5 4.75 9877 18.1 97.0 3.0 0 - 5 5 4.75 8850 15.9 97.1 2.9 0 - 5

6 Pan 1649 3.0 100.0 0.0 6 Pan 1634 2.9 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 131: Sieve Analysis of 40mm Aggregate For Concrete

51235 gm 51003 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1248 2.4 2.4 97.6 95 -100

3 20.00 23850 46.6 46.6 53.4 30 - 70 3 20.00 22689 44.5 46.9 53.1 30 - 70

4 10.00 17039 33.3 79.8 20.2 10 - 35 4 10.00 17229 33.8 80.7 19.3 10 - 35

5 4.75 8838 17.2 97.1 2.9 0 - 5 5 4.75 7907 15.5 96.2 3.8 0 - 5

6 Pan 1508 2.9 100.0 0.0 6 Pan 1930 3.8 100.0 0.0

NIL NIL NIL NIL

52133 gm 54902 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27750 53.2 53.2 46.8 30 - 70 3 20.00 28421 51.8 51.8 48.2 30 - 70

4 10.00 11180 21.4 74.7 25.3 10 - 35 4 10.00 12345 22.5 74.3 25.7 10 - 35

5 4.75 11567 22.2 96.9 3.1 0 - 5 5 4.75 12618 23.0 97.2 2.8 0 - 5

6 Pan 1636 3.1 100.0 0.0 6 Pan 1518 2.8 100.0 0.0

NIL NIL NIL NIL

50606 gm 53603 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1688 3.3 3.3 96.7 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23218 45.9 49.2 50.8 30 - 70 3 20.00 28897 53.9 53.9 46.1 30 - 70

4 10.00 15069 29.8 79.0 21.0 10 - 35 4 10.00 15937 29.7 83.6 16.4 10 - 35

5 4.75 9270 18.3 97.3 2.7 0 - 5 5 4.75 7340 13.7 97.3 2.7 0 - 5

6 Pan 1361 2.7 100.0 0.0 6 Pan 1429 2.7 100.0 0.0

NIL NIL NIL NIL

54379 gm 52217 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2035 3.9 3.9 96.1 95 -100

3 20.00 30304 55.7 55.7 44.3 30 - 70 3 20.00 20958 40.1 44.0 56.0 30 - 70

4 10.00 11615 21.4 77.1 22.9 10 - 35 4 10.00 19437 37.2 81.3 18.7 10 - 35

5 4.75 10794 19.8 96.9 3.1 0 - 5 5 4.75 8035 15.4 96.6 3.4 0 - 5

6 Pan 1666 3.1 100.0 0.0 6 Pan 1752 3.4 100.0 0.0

NIL NIL NIL NIL

50831 gm 55323 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27228 53.6 53.6 46.4 30 - 70 3 20.00 26371 47.7 47.7 52.3 30 - 70

4 10.00 13448 26.5 80.0 20.0 10 - 35 4 10.00 21435 38.7 86.4 13.6 10 - 35

5 4.75 8612 16.9 97.0 3.0 0 - 5 5 4.75 5525 10.0 96.4 3.6 0 - 5

6 Pan 1543 3.0 100.0 0.0 6 Pan 1992 3.6 100.0 0.0

NIL NIL NIL NIL

51713 gm 52856 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1955 3.8 3.8 96.2 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 21795 42.1 45.9 54.1 30 - 70 3 20.00 22526 42.6 42.6 57.4 30 - 70

4 10.00 17682 34.2 80.1 19.9 10 - 35 4 10.00 19038 36.0 78.6 21.4 10 - 35

5 4.75 8903 17.2 97.3 2.7 0 - 5 5 4.75 9579 18.1 96.8 3.2 0 - 5

6 Pan 1378 2.7 100.0 0.0 6 Pan 1713 3.2 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 132: Sieve Analysis of 40mm Aggregate For Concrete

55662 gm 53302 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2228 4.2 4.2 95.8 95 -100

3 20.00 30189 54.2 54.2 45.8 30 - 70 3 20.00 26373 49.5 53.7 46.3 30 - 70

4 10.00 10022 18.0 72.2 27.8 10 - 35 4 10.00 10924 20.5 74.2 25.8 10 - 35

5 4.75 13585 24.4 96.6 3.4 0 - 5 5 4.75 12098 22.7 96.9 3.1 0 - 5

6 Pan 1866 3.4 100.0 0.0 6 Pan 1679 3.1 100.0 0.0

NIL NIL NIL NIL

54544 gm 53004 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1965 3.6 3.6 96.4 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25975 47.6 51.2 48.8 30 - 70 3 20.00 26145 49.3 49.3 50.7 30 - 70

4 10.00 14303 26.2 77.4 22.6 10 - 35 4 10.00 16854 31.8 81.1 18.9 10 - 35

5 4.75 10804 19.8 97.3 2.7 0 - 5 5 4.75 8515 16.1 97.2 2.8 0 - 5

6 Pan 1497 2.7 100.0 0.0 6 Pan 1490 2.8 100.0 0.0

NIL NIL NIL NIL

53369 gm 55737 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1716 3.1 3.1 96.9 95 -100

3 20.00 26231 49.2 49.2 50.8 30 - 70 3 20.00 29281 52.5 55.6 44.4 30 - 70

4 10.00 17274 32.4 81.5 18.5 10 - 35 4 10.00 11783 21.1 76.8 23.2 10 - 35

5 4.75 8320 15.6 97.1 2.9 0 - 5 5 4.75 11597 20.8 97.6 2.4 0 - 5

6 Pan 1544 2.9 100.0 0.0 6 Pan 1360 2.4 100.0 0.0

NIL NIL NIL NIL

51374 gm 55921 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2035 3.6 3.6 96.4 95 -100

3 20.00 28004 54.5 54.5 45.5 30 - 70 3 20.00 24686 44.1 47.8 52.2 30 - 70

4 10.00 11274 21.9 76.5 23.5 10 - 35 4 10.00 16263 29.1 76.9 23.1 10 - 35

5 4.75 10726 20.9 97.3 2.7 0 - 5 5 4.75 11104 19.9 96.7 3.3 0 - 5

6 Pan 1370 2.7 100.0 0.0 6 Pan 1833 3.3 100.0 0.0

NIL NIL NIL NIL

54464 gm 54332 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1593 2.9 2.9 97.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22158 40.7 43.6 56.4 30 - 70 3 20.00 27706 51.0 51.0 49.0 30 - 70

4 10.00 17350 31.9 75.5 24.5 10 - 35 4 10.00 14997 27.6 78.6 21.4 10 - 35

5 4.75 11673 21.4 96.9 3.1 0 - 5 5 4.75 10124 18.6 97.2 2.8 0 - 5

6 Pan 1690 3.1 100.0 0.0 6 Pan 1505 2.8 100.0 0.0

NIL NIL NIL NIL

52566 gm 52995 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2166 4.1 4.1 95.9 95 -100

3 20.00 23696 45.1 45.1 54.9 30 - 70 3 20.00 26232 49.5 53.6 46.4 30 - 70

4 10.00 18910 36.0 81.1 18.9 10 - 35 4 10.00 14056 26.5 80.1 19.9 10 - 35

5 4.75 8385 16.0 97.0 3.0 0 - 5 5 4.75 9030 17.0 97.1 2.9 0 - 5

6 Pan 1575 3.0 100.0 0.0 6 Pan 1511 2.9 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 133: Sieve Analysis of 40mm Aggregate For Concrete

55888 gm 50733 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2186 3.9 3.9 96.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25352 45.4 49.3 50.7 30 - 70 3 20.00 27181 53.6 53.6 46.4 30 - 70

4 10.00 16883 30.2 79.5 20.5 10 - 35 4 10.00 13978 27.6 81.1 18.9 10 - 35

5 4.75 9995 17.9 97.4 2.6 0 - 5 5 4.75 7926 15.6 96.8 3.2 0 - 5

6 Pan 1472 2.6 100.0 0.0 6 Pan 1648 3.2 100.0 0.0

NIL NIL NIL NIL

55647 gm 53624 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2172 3.9 3.9 96.1 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29445 52.9 56.8 43.2 30 - 70 3 20.00 32692 61.0 61.0 39.0 30 - 70

4 10.00 11035 19.8 76.6 23.4 10 - 35 4 10.00 11291 21.1 82.0 18.0 10 - 35

5 4.75 11625 20.9 97.5 2.5 0 - 5 5 4.75 7947 14.8 96.8 3.2 0 - 5

6 Pan 1370 2.5 100.0 0.0 6 Pan 1694 3.2 100.0 0.0

NIL NIL NIL NIL

53426 gm 55147 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1707 3.1 3.1 96.9 95 -100

3 20.00 26405 49.4 49.4 50.6 30 - 70 3 20.00 25616 46.5 49.5 50.5 30 - 70

4 10.00 17316 32.4 81.8 18.2 10 - 35 4 10.00 18216 33.0 82.6 17.4 10 - 35

5 4.75 8162 15.3 97.1 2.9 0 - 5 5 4.75 7760 14.1 96.6 3.4 0 - 5

6 Pan 1543 2.9 100.0 0.0 6 Pan 1848 3.4 100.0 0.0

NIL NIL NIL NIL

53503 gm 55589 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 24550 45.9 45.9 54.1 30 - 70 3 20.00 27802 50.0 50.0 50.0 30 - 70

4 10.00 16883 31.6 77.4 22.6 10 - 35 4 10.00 13375 24.1 74.1 25.9 10 - 35

5 4.75 10424 19.5 96.9 3.1 0 - 5 5 4.75 12696 22.8 96.9 3.1 0 - 5

6 Pan 1646 3.1 100.0 0.0 6 Pan 1716 3.1 100.0 0.0

NIL NIL NIL NIL

50994 gm 51292 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29159 57.2 57.2 42.8 30 - 70 3 20.00 23253 45.3 45.3 54.7 30 - 70

4 10.00 10250 20.1 77.3 22.7 10 - 35 4 10.00 15646 30.5 75.8 24.2 10 - 35

5 4.75 10194 20.0 97.3 2.7 0 - 5 5 4.75 10748 21.0 96.8 3.2 0 - 5

6 Pan 1391 2.7 100.0 0.0 6 Pan 1645 3.2 100.0 0.0

NIL NIL NIL NIL

53581 gm 52785 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25432 47.5 47.5 52.5 30 - 70 3 20.00 23387 44.3 44.3 55.7 30 - 70

4 10.00 16043 29.9 77.4 22.6 10 - 35 4 10.00 18641 35.3 79.6 20.4 10 - 35

5 4.75 10649 19.9 97.3 2.7 0 - 5 5 4.75 9197 17.4 97.0 3.0 0 - 5

6 Pan 1457 2.7 100.0 0.0 6 Pan 1560 3.0 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 134: Sieve Analysis of 40mm Aggregate For Concrete

55119 gm 54085 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1964 3.6 3.6 96.4 95 -100

3 20.00 24802 45.0 45.0 55.0 30 - 70 3 20.00 25550 47.2 50.9 49.1 30 - 70

4 10.00 18534 33.6 78.6 21.4 10 - 35 4 10.00 16585 30.7 81.5 18.5 10 - 35

5 4.75 9976 18.1 96.7 3.3 0 - 5 5 4.75 8357 15.5 97.0 3.0 0 - 5

6 Pan 1807 3.3 100.0 0.0 6 Pan 1629 3.0 100.0 0.0

NIL NIL NIL NIL

53936 gm 50337 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 27593 51.2 51.2 48.8 30 - 70 3 20.00 25823 51.3 51.3 48.7 30 - 70

4 10.00 15864 29.4 80.6 19.4 10 - 35 4 10.00 15340 30.5 81.8 18.2 10 - 35

5 4.75 8823 16.4 96.9 3.1 0 - 5 5 4.75 7449 14.8 96.6 3.4 0 - 5

6 Pan 1656 3.1 100.0 0.0 6 Pan 1725 3.4 100.0 0.0

NIL NIL NIL NIL

50537 gm 51210 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25102 49.7 49.7 50.3 30 - 70 3 20.00 24004 46.9 46.9 53.1 30 - 70

4 10.00 16299 32.3 81.9 18.1 10 - 35 4 10.00 15979 31.2 78.1 21.9 10 - 35

5 4.75 7706 15.2 97.2 2.8 0 - 5 5 4.75 9791 19.1 97.2 2.8 0 - 5

6 Pan 1430 2.8 100.0 0.0 6 Pan 1436 2.8 100.0 0.0

NIL NIL NIL NIL

53486 gm 53187 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1967 3.7 3.7 96.3 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22783 42.6 46.3 53.7 30 - 70 3 20.00 27212 51.2 51.2 48.8 30 - 70

4 10.00 16655 31.1 77.4 22.6 10 - 35 4 10.00 12820 24.1 75.3 24.7 10 - 35

5 4.75 10760 20.1 97.5 2.5 0 - 5 5 4.75 11383 21.4 96.7 3.3 0 - 5

6 Pan 1321 2.5 100.0 0.0 6 Pan 1772 3.3 100.0 0.0

NIL NIL NIL NIL

51805 gm 50951 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 1571 3.1 3.1 96.9 95 -100

3 20.00 28188 54.4 54.4 45.6 30 - 70 3 20.00 25762 50.6 53.6 46.4 30 - 70

4 10.00 15209 29.4 83.8 16.2 10 - 35 4 10.00 14441 28.3 82.0 18.0 10 - 35

5 4.75 6673 12.9 96.7 3.3 0 - 5 5 4.75 7375 14.5 96.5 3.5 0 - 5

6 Pan 1735 3.3 100.0 0.0 6 Pan 1802 3.5 100.0 0.0

NIL NIL NIL NIL

55223 gm 52209 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2345 4.2 4.2 95.8 95 -100 2 40.00 2144 4.1 4.1 95.9 95 -100

3 20.00 25393 46.0 50.2 49.8 30 - 70 3 20.00 21751 41.7 45.8 54.2 30 - 70

4 10.00 17748 32.1 82.4 17.6 10 - 35 4 10.00 17685 33.9 79.6 20.4 10 - 35

5 4.75 7727 14.0 96.4 3.6 0 - 5 5 4.75 9252 17.7 97.4 2.6 0 - 5

6 Pan 2010 3.6 100.0 0.0 6 Pan 1377 2.6 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 135: Sieve Analysis of 40mm Aggregate For Concrete

55457 gm 55304 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23142 41.7 41.7 58.3 30 - 70 3 20.00 30794 55.7 55.7 44.3 30 - 70

4 10.00 18013 32.5 74.2 25.8 10 - 35 4 10.00 11803 21.3 77.0 23.0 10 - 35

5 4.75 12409 22.4 96.6 3.4 0 - 5 5 4.75 11624 21.0 98.0 2.0 0 - 5

6 Pan 1893 3.4 100.0 0.0 6 Pan 1083 2.0 100.0 0.0

NIL NIL NIL NIL

51498 gm 52949 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2153 4.2 4.2 95.8 95 -100 2 40.00 2179 4.1 4.1 95.9 95 -100

3 20.00 23597 45.8 50.0 50.0 30 - 70 3 20.00 25243 47.7 51.8 48.2 30 - 70

4 10.00 13426 26.1 76.1 23.9 10 - 35 4 10.00 16910 31.9 83.7 16.3 10 - 35

5 4.75 10968 21.3 97.4 2.6 0 - 5 5 4.75 7087 13.4 97.1 2.9 0 - 5

6 Pan 1354 2.6 100.0 0.0 6 Pan 1530 2.9 100.0 0.0

NIL NIL NIL NIL

51994 gm 54052 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2484 4.6 4.6 95.4 95 -100

3 20.00 21672 41.7 41.7 58.3 30 - 70 3 20.00 19765 36.6 41.2 58.8 30 - 70

4 10.00 18412 35.4 77.1 22.9 10 - 35 4 10.00 24231 44.8 86.0 14.0 10 - 35

5 4.75 10508 20.2 97.3 2.7 0 - 5 5 4.75 5746 10.6 96.6 3.4 0 - 5

6 Pan 1402 2.7 100.0 0.0 6 Pan 1826 3.4 100.0 0.0

NIL NIL NIL NIL

52349 gm 50793 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1748 3.3 3.3 96.7 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25370 48.5 51.8 48.2 30 - 70 3 20.00 24748 48.7 48.7 51.3 30 - 70

4 10.00 15180 29.0 80.8 19.2 10 - 35 4 10.00 12587 24.8 73.5 26.5 10 - 35

5 4.75 8817 16.8 97.6 2.4 0 - 5 5 4.75 11551 22.7 96.2 3.8 0 - 5

6 Pan 1234 2.4 100.0 0.0 6 Pan 1907 3.8 100.0 0.0

NIL NIL NIL NIL

55465 gm 51521 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26804 48.3 48.3 51.7 30 - 70 3 20.00 21100 41.0 41.0 59.0 30 - 70

4 10.00 17888 32.3 80.6 19.4 10 - 35 4 10.00 17746 34.4 75.4 24.6 10 - 35

5 4.75 9230 16.6 97.2 2.8 0 - 5 5 4.75 10959 21.3 96.7 3.3 0 - 5

6 Pan 1543 2.8 100.0 0.0 6 Pan 1716 3.3 100.0 0.0

NIL NIL NIL NIL

52582 gm 55397 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1918 3.6 3.6 96.4 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 22482 42.8 46.4 53.6 30 - 70 3 20.00 25657 46.3 46.3 53.7 30 - 70

4 10.00 16480 31.3 77.7 22.3 10 - 35 4 10.00 21025 38.0 84.3 15.7 10 - 35

5 4.75 9723 18.5 96.2 3.8 0 - 5 5 4.75 6849 12.4 96.6 3.4 0 - 5

6 Pan 1979 3.8 100.0 0.0 6 Pan 1866 3.4 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 136: Sieve Analysis of 40mm Aggregate For Concrete

50428 gm 54174 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2260 4.5 4.5 95.5 95 -100 2 40.00 1664 3.1 3.1 96.9 95 -100

3 20.00 24154 47.9 52.4 47.6 30 - 70 3 20.00 16969 31.3 34.4 65.6 30 - 70

4 10.00 12605 25.0 77.4 22.6 10 - 35 4 10.00 23710 43.8 78.2 21.8 10 - 35

5 4.75 9450 18.7 96.1 3.9 0 - 5 5 4.75 10504 19.4 97.6 2.4 0 - 5

6 Pan 1959 3.9 100.0 0.0 6 Pan 1327 2.4 100.0 0.0

NIL NIL NIL NIL

55392 gm 53376 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 28768 51.9 51.9 48.1 30 - 70 3 20.00 25070 47.0 47.0 53.0 30 - 70

4 10.00 14582 26.3 78.3 21.7 10 - 35 4 10.00 15104 28.3 75.3 24.7 10 - 35

5 4.75 10763 19.4 97.7 2.3 0 - 5 5 4.75 11740 22.0 97.3 2.7 0 - 5

6 Pan 1279 2.3 100.0 0.0 6 Pan 1462 2.7 100.0 0.0

NIL NIL NIL NIL

51753 gm 55386 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 23760 45.9 45.9 54.1 30 - 70 3 20.00 23688 42.8 42.8 57.2 30 - 70

4 10.00 18313 35.4 81.3 18.7 10 - 35 4 10.00 21248 38.4 81.1 18.9 10 - 35

5 4.75 8251 15.9 97.2 2.8 0 - 5 5 4.75 9031 16.3 97.4 2.6 0 - 5

6 Pan 1429 2.8 100.0 0.0 6 Pan 1419 2.6 100.0 0.0

NIL NIL NIL NIL

51029 gm 54344 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2275 4.5 4.5 95.5 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 19655 38.5 43.0 57.0 30 - 70 3 20.00 25506 46.9 46.9 53.1 30 - 70

4 10.00 17382 34.1 77.0 23.0 10 - 35 4 10.00 17454 32.1 79.1 20.9 10 - 35

5 4.75 10346 20.3 97.3 2.7 0 - 5 5 4.75 9605 17.7 96.7 3.3 0 - 5

6 Pan 1371 2.7 100.0 0.0 6 Pan 1779 3.3 100.0 0.0

NIL NIL NIL NIL

55400 gm 55711 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2203 4.0 4.0 96.0 95 -100 2 40.00 2200 3.9 3.9 96.1 95 -100

3 20.00 16240 29.3 33.3 66.7 30 - 70 3 20.00 27422 49.2 53.2 46.8 30 - 70

4 10.00 24628 44.5 77.7 22.3 10 - 35 4 10.00 15811 28.4 81.6 18.4 10 - 35

5 4.75 10534 19.0 96.8 3.2 0 - 5 5 4.75 8575 15.4 96.9 3.1 0 - 5

6 Pan 1795 3.2 100.0 0.0 6 Pan 1703 3.1 100.0 0.0

NIL NIL NIL NIL

52570 gm 53994 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 2226 4.1 4.1 95.9 95 -100

3 20.00 25474 48.5 48.5 51.5 30 - 70 3 20.00 20895 38.7 42.8 57.2 30 - 70

4 10.00 16619 31.6 80.1 19.9 10 - 35 4 10.00 22825 42.3 85.1 14.9 10 - 35

5 4.75 8955 17.0 97.1 2.9 0 - 5 5 4.75 6727 12.5 97.6 2.4 0 - 5

6 Pan 1522 2.9 100.0 0.0 6 Pan 1321 2.4 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

Weight of Sample Weight of Sample

Over Size = Under Size = Over Size = Under Size =

VVN vvnhighways.blogspot.in

Page 137: Sieve Analysis of 40mm Aggregate For Concrete

53560 gm 50241 gm

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

S.

No

IS S

ieve

Weig

ht

of

sam

ple

reta

ined

(g

m)

Per

cen

t o

f w

eig

ht

reta

ined

( %

)

Cu

mu

lati

ve

per

cen

t o

f w

eig

ht

reta

ined

(

% )

Perc

en

tag

e

pass

ing

( %

)

Perm

issi

ble

Lim

its

as

per

Tab

le 1

000-1

of

Mo

RT

&H

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1782 3.3 3.3 96.7 95 -100 2 40.00 1478 2.9 2.9 97.1 95 -100

3 20.00 23728 44.3 47.6 52.4 30 - 70 3 20.00 23480 46.7 49.7 50.3 30 - 70

4 10.00 17303 32.3 79.9 20.1 10 - 35 4 10.00 13508 26.9 76.6 23.4 10 - 35

5 4.75 9306 17.4 97.3 2.7 0 - 5 5 4.75 10375 20.7 97.2 2.8 0 - 5

6 Pan 1441 2.7 100.0 0.0 6 Pan 1400 2.8 100.0 0.0

NIL NIL NIL NIL

54071 gm 51069 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1537 2.8 2.8 97.2 95 -100 2 40.00 1707 3.3 3.3 96.7 95 -100

3 20.00 28223 52.2 55.0 45.0 30 - 70 3 20.00 29021 56.8 60.2 39.8 30 - 70

4 10.00 12505 23.1 78.2 21.8 10 - 35 4 10.00 11574 22.7 82.8 17.2 10 - 35

5 4.75 10164 18.8 97.0 3.0 0 - 5 5 4.75 7226 14.1 97.0 3.0 0 - 5

6 Pan 1642 3.0 100.0 0.0 6 Pan 1541 3.0 100.0 0.0

NIL NIL NIL NIL

53858 gm 55755 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1594 3.0 3.0 97.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 26924 50.0 53.0 47.0 30 - 70 3 20.00 32321 58.0 58.0 42.0 30 - 70

4 10.00 14772 27.4 80.4 19.6 10 - 35 4 10.00 8744 15.7 73.7 26.3 10 - 35

5 4.75 8799 16.3 96.7 3.3 0 - 5 5 4.75 12690 22.8 96.4 3.6 0 - 5

6 Pan 1769 3.3 100.0 0.0 6 Pan 2000 3.6 100.0 0.0

NIL NIL NIL NIL

50409 gm 51354 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 2198 4.4 4.4 95.6 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 25524 50.6 55.0 45.0 30 - 70 3 20.00 22728 44.3 44.3 55.7 30 - 70

4 10.00 12786 25.4 80.4 19.6 10 - 35 4 10.00 18957 36.9 81.2 18.8 10 - 35

5 4.75 8385 16.6 97.0 3.0 0 - 5 5 4.75 8051 15.7 96.8 3.2 0 - 5

6 Pan 1516 3.0 100.0 0.0 6 Pan 1618 3.2 100.0 0.0

NIL NIL NIL NIL

52583 gm 50792 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 1869 3.6 3.6 96.4 95 -100 2 40.00 2084 4.1 4.1 95.9 95 -100

3 20.00 28320 53.9 57.4 42.6 30 - 70 3 20.00 23866 47.0 51.1 48.9 30 - 70

4 10.00 13221 25.1 82.6 17.4 10 - 35 4 10.00 11739 23.1 74.2 25.8 10 - 35

5 4.75 7323 13.9 96.5 3.5 0 - 5 5 4.75 11275 22.2 96.4 3.6 0 - 5

6 Pan 1850 3.5 100.0 0.0 6 Pan 1828 3.6 100.0 0.0

NIL NIL NIL NIL

52534 gm 52440 gm

1 2 3 4 5 6 7 1 2 3 4 5 6 7

1 63.00 0 0.0 0.0 100.0 100 1 63.00 0 0.0 0.0 100.0 100

2 40.00 0 0.0 0.0 100.0 95 -100 2 40.00 0 0.0 0.0 100.0 95 -100

3 20.00 29524 56.2 56.2 43.8 30 - 70 3 20.00 28777 54.9 54.9 45.1 30 - 70

4 10.00 12161 23.1 79.3 20.7 10 - 35 4 10.00 11041 21.1 75.9 24.1 10 - 35

5 4.75 9002 17.1 96.5 3.5 0 - 5 5 4.75 11148 21.3 97.2 2.8 0 - 5

6 Pan 1847 3.5 100.0 0.0 6 Pan 1474 2.8 100.0 0.0

NIL NIL NIL NIL

SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE SIEVE ANALYSIS of 40 mm AGGRERATE for CONCRETE

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