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SLUMP TEST

Workability requirement of concrete:

SL.NO PLACING CONDITIONSDEGEREE OF

WORKABILITY

SLUMP(mm)

1Shallow sections and pavement

using pavesVery low 0-!

"ass concrete# lightly reinforced

concrete sections# floor# hand placed

pavements# canal lining #strip#

foundation# columns# floors# hand

pavements# canal lining# strip

footing

$ow !-%!

&

'earing reinforced sections in

beams# walls# slabs# columns# slip

form work# pumped concrete(

"edium %!-100

) *rench fill# in-situ piling 'igh 100-1!0

CALCULATION:-

+iven "i, proportions

.ement

W/. ratio

ine aggregate

.oarse aggregate

Volume of the slump cone

equired volume of the mi, for the slump cone

2uantity of cement required for the slump cone

2uantity of fine aggregate required for the slump cone

2uantity of coarse aggregate required for the slump cone

2uantity of water

Compac!o" #aco$

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OBSER%ATION:-

.ylinder si3e

Weight of empty cylinder 4w15

Weight of empty cylinder 6 partially compacted concrete4w5

w-w1

weight of cylinder 6 fully compacted concrete 4w&5

w&-w1

.ompaction factor

COMPRESSION STRENGT& OF CONCRETE

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OBSER%ATION'-

SL.NOS! o#

c*+

W!,

(K,)

A$a o#

oa/!",

#ac(mm0)

Comp$11!o"

oa/ a #a!*$

(N)

Comp$11!2

1$",

(N3 mm0)

1

&

CALCULATION:-

7rea of compression surface

.ompressive strength failure

8

SPLITING TENSILE STRENGT&

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OBSERA%TION:-

SL.NO S! o# c4!"/$ B$a5!", oa/ (N)Sp!!", "1! 1$",

(N3mm0)

1

&

CALCULATION:-

Spliting tensile strength of the specimen is calculated by using

Where

9 is the breaking load

d is the diameter of the specimen in mm

lis the length of the specimen in mm(

*Sp1

*Sp

FLE6URE STRENGT& OF CONCRETE

OBSER%ATION:-

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8f $ mm# l mm b;d mm

8f $ mm# l mm b;d mm

.onsidering

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Biameter

'eight

TABULATION:-

Loa/ KND#o$ma!o"

S$11 N3mm0 S$a!" = >-?

D!2 mm

i5 Stress

ii5 stress

iii5 stress

iv) stress

i5 strain ii5 strain

iii5 strain

!2) 1$a!" @

F$om ,$ap stress

Strain

C

FLAKINESS INDE6

DIMENSIONS OF FLAKINESS INDE6

S! o# a,,$,a (mm)T!c5"11 o# ,a*, (mm)

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Pa11!", $o*, IS 1!2

(mm)Ra!"/ o" IS 1!2(mm)

OBSERA%TION AND CALCULATION

S! O# A,,$,a !" mm W!, O# T!c5"11 o# W!, o#

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(mm)Pa11!", $o*,

IS 1!2 (mm)

Ra!"/ o" IS 1!2

(mm)

OBSER%ATION AND CALCULATION:-

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S! o# a,,$,a !" mm W!, O#

A,,$,a

#$ac!o" pa11!",

a"/ $a!"/

(co"1!1!", o# aa1 0> p!c1)

L", o# ,a*,

(mm)

W!, o#

a,,$,a

#$ac!o"

$a!"/ o"

", ,a*,

Pa11!", $o*,

IS 1!2 mm

Ra!"/ o"

IS 1!2 mm

*otal weight

Clongation inde, 9/W , 100

AGGREGATE CRUS&ING STRENGT&

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CALCULATION:-

*he ratio of the cut of fines formed to the total weight of sample in each test is e,pressed

has a percentage( *he result is recorded to the first decimal place(

Where

Aweight of fraction passing the appropriate sieve

7weight of surface dry sample

*he mean of the two results to the nearest whole number is reported as the aggregate

crushing value of the si3e of material tested(

Weight of surface dry sample

Weight of fraction passing sieve

TABULATION:-

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Nom!"a IS 1!2 mm

D!am$ o# c4!"/$

o + *1/ (mm)

S! o# IS 1!21 #o$

1pa$a!", #!"1Pa11!", $o*, IS

1!2 mm

Ra!"/ o" IS 1!2

mm

7ggregate crushing value

AGGREGATE IMPACT %ALUE:-

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CALCULATION:-

*he ratio of the weight of fines to the total sample weight in each test is e,pressed as a

percentage # the result being recordable to the first decimal place(

Where

Aweight of fraction passing the appropriate sieve

7weight of surface dry sample

8mpact value A /7 D 100

8mpact value

AGGREGATE ABRATION TEST:-

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SPECIFICATION FOR LOS ANGLES TEST:-

GRAD

ING

WEIG&T IN ,m OF EAC& TEST SAMPLER IN SI7E

NO OFSP&ERES

WEIG&T

OFC&ARGE

(,m)9>->

B-C>

C>-?>

?>-0C

0C-0>

0>-:0.C

:0.C-:>

:>-.B

.B-?.

C

?.

C-0.B

E*olerance of F percent is permitted(

OBSER%ATIONS:

Cmpty weight

=riginal weight of aggregate sample W1

Weight of sample retained on 1(%mm sieve W

$oss in weight due to wear W& W1- W

7brasion value 4W&/W15 , 100

PENETRATION TEST ON BITUMEN

OBSER%ATION:

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9assing temperature

oom temperature

9eriod of cooling in atmosphere

9eriod of cooling in water path

7ctual test temperature

TABULATION:-

SL.NO PENETROMETER DIAL READING STANDARD

DE%IATIONINITIAL FINAL PENETRATION

%ISCOSITY TEST

%ISCOSITY GRADING OF BITUMEN AND CONSISTENCY PROPERTIES

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SL.NO%ISCOSITY

GRADING

ABSOLUTR

%ISCOSITY AT

>>C

KINEMATIC

%ISCOSITY AT

> 131 (m!")

RANGE OF

PENETRATION

%ALUE AT

0>CC

%ISCOSITY GRADING ADOPTED IN INDIA FOR PASSING APPLICATION IS AS

FOLLOWS

V+)0 Gse in high stressed area like intersection S1 toll pla3a truck terminals truck lay-byes

in lieu of &0/)0 grade

V+&0 9aving application areas like most part of lieu of 0/%0 grade of bitumen

V+0 9aving 7pplication in cold climate conditions of orth 8ndia and in high altitude

regions

V+10 Spraying application# pouring application in cold regions in lieu of H0/100 grade

OBSER%ATION:

"aterial Aitumen

+rade

Specified temperature

Si3e of orifice

7ctual test temperature

Viscosity

DUCTILITY TEST

DUCTILITY %ALUE REUIREMENTS FOR PA%ING BITUMEN AS PER BIS

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PROPERTY %G> %G0> %G> %G?>

Buctility at !oc

cm minimum

after thin film

oven test

OBSER%ATION'

+rade of bitumen

9ouring temperature (

PERIODS OF COOLING

15 8n air

5 8n water bath before trimming

&5 8n water bath after trimming