is-.14959.1-.2001 determination water soluble acid chloride
TRANSCRIPT
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Disclosure to Promote the Right To Information
Whereas the Parliament of India has set out to provide a practical regime of right to
information for citizens to secure access to information under the control of public authorities,in order to promote transparency and accountability in the working of every public authority,
and whereas the attached publication of the Bureau of Indian Standards is of particular interest
to the public, particularly disadvantaged communities and those engaged in the pursuit of
education and knowledge, the attached public safety standard is made available to promote the
timely dissemination of this information in an accurate manner to the public.
!"#$% '(%)
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Invent a New India Using Knowledge
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REAFFIRMED 2011
IS 14959 (Part 1) : 2001
Indian Standard
DETERMINATION OF WATER SOLUBLE ANDACID SOLUBLE CHLORIDES IN MORTAR AND
CONCRETE METHOD OF TEST
PART 1 FRESH MORTAR AND CONCRETE
ICS 91.100.10; 91.100.30
BIS 2001
BUREAU OF I N D IA N S TA N DA RD S
MANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARG
NEW DEL HI 110002
July 2001 PriceGroup 3
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A MEND MENT NO. I
SEPTEMBER
2007
TO
IS 14959 PART
:
1001 DETERMINATION
OF
WATER
SOLUBLE AND ACID SOLUBLE CHLORIDES IN
MORTAR AND
CONCRETE
- METHOD
OF
TEST
PART1
FRESH MORT R
AND
ON RETE
Page I, clause 4.1.6, line I) - Insert d ried at 16 C and cooled in a
desiccator after silver nitrate .
Page
I,
clause
4.1.6,
Mlline Insert
and recordthe
exact
normality of
the silver nitrate solution at
the
end.
Page I, clause 4.1.7,jirst/ine) - Substitute 1. 2
g
for 1.7
g .
Page 2, clause 4.1.7, last line)
-
Insert o r
record
the exact nonnalily
the end.
Page 2, clause 4.1.7)- Insertthe following
note
at
theend:
NOTE-
Sometimes
it is difficult
10 make
cxacdy
2N solution
if the standud
normality
of
the
solution is less .
Page
2,
clause
4.3.1.2,
line
3) -
Insert
r
more after
2S
ml
and
substitute 0.02 ft 0.2 Nt.
Page 2, clause 4.3.2.2, line.2) - Delete the sentence Add S ml of 6 N
nitric
acid.
Page 2, clause 4.3.2.1, line 3) - Substitute
o r
more of 0.02 N
r
4
0
f
standard .
Page 2, clause 4.4, lines 3 to 7) - Substitute in following for the existing
formula:
hi
0.709 X-Y
C oride, percent =
m
where
X = volume of 0.02N silvernitrateadded, in ml;
Y
=
volume of 0.02N ammonium thiocyanate consumed; and
m =
massof concrete sample taken for test, in g.
CEO 2)
RepfOlraphy Unit,81S,NewDelhi, India
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Cement and Concrete Sectional Committee, CED 2
FOR WOR
This Indian Standard Part 1) was adopted by the Bureau Indian Standards, after the draft finalized by the
Cement and Concrete Sectional Committee had been approved by the Civil Engineering Division Council.
Chlorides in the concrete could be drawn from different sources like aggregates, mix water, admixtures and
cement and could lead to durability problems namely, corrosion
reinforcing steel in concrete if present in
sufficient quantity
Chlorides could be present in different degrees
binding in the concrete matrix and could
be determined as water soluble and as acid soluble chlorides. In some cases
corrosion
carbonated concrete,
the combined chlorides water soluble and acid soluble) will be let free in pore water and these chlorides are
bannful to concrete. To minimize the chances deterioration concrete due to harmful chlorides, the level
these chlorides has been limited in various design codes. Therefore, this standard has been formulated to provide
necessary guidance for determination
water soluble and acid soluble chlorides in concrete. This Part 1
the
standard covers volumetric method
test for determination chlorides in fresh mortar and concrete, and
Part
2
this standard covers the method
test for hardened mortar and concrete.
The composition
the committee responsible for the formulation
this standard is given in Annex A.
In
reporting the results
a test or analysis made in accordance with this standard, if the final value, observed
or calculated, is to be rounded off, it shall be done in accordance with IS 2 : 1960 Ru le s for rounding
numerical values
revised) .
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IS 14959
Part
I) : 2001
in one litre
of
distilled water in a volumetric flask.
Shake well and standardize by titrating with 0.02 N
silver nitrate solution using ferric alum solution as
an
indicator. Adjust the normality exactly to 0.02 N
4 8 Sodium Chloride NaCl), 0.02 N
Weigh 1.169 2 g
of sodium
chloride
dried
at
105 2e, dissolve in distilled water and make up to
1 000 ml in a volumetric flask.
4.2 Use
of
Filter Paper
In the methods prescribed
in.
this standard, relative
numbers of Whatman filter paper only have been
prescribed since these are commonly used. However,
any othersuitable brand of filter papers with equivalent
porosity may be used.
4.3 Procedure
4 3 rer Soluble Chloride
4.3.1.1 Weigh 1 000 5 g of fresh mortar or concrete
sample in a 2 litre capacity beaker and add 500 ml of
distilled w ate r c hl or ide free). S tir the mixture
vigorously for 15minutes. After allowing the mixture
to stand for 10to 15minutes for settling, decant about
200 ml of the supernatant solution into a clean dry
250 ml c apa city beaker. I mme dia tely, filter the
solution through Whatman filter paper No. 1 and
collect the filtrate.
4.3.1.2 Pipette 0 ml of filtrate in a 250 ml capacity
conical flask. Add 5 ml of 6 N nitric acid. Add a
known volume X), preferably 25 ml of 0.2 N silver
nitrate solution. Add 1 ml ferric alum and 5 ml
of
nitrobenzene. Shake vigorously to coagulate the
precipitate. Titrate the excess silver nitrate with
0.02 N a mm on iu m
thiocyanate
s ol ut io n unti l a
permanent faint reddish brown colour appears. Note
2
down the volume
Y of
ammonium thiocyanate used.
4 3 2 Acid Soluble Chloride
4.3.2.1 Weigh about 1 000 5 g of the fresh mortar
or concrete sample
in
a 2 litre capacity beaker and
add 50 ml
of
6 N nitric acid and 450 ml
of
distilled
water chloride free) after stirring for few minutes.
Stir the mixture vigorously for 15 minutes, After
allowing the mixture to stand for 10toIS minutes for
settling, decant about 200 ml of the supernatant
s ol ution into a clean dry 250 ml capacity beaker.
. Immediately, filter the solution through Whatman
filter paper No. 1 and collect the filtrate.
4.3.2.2 Pipette ml of filtrate
in
a 250 ml capacity
conical flask. Add 5 ml
of6
N nitric acid. Add a known
volume
X),
preferably 25 ml
of
standard silver nitrate
solution.
Add 1 ml
ferric alum and
5 ml
of
nitrobenzene. Shake vigorously to coagulate the
precipitate. Titrate the excess silver nitrate with 0.02 N
ammonium thiocyanate solution until a permanent
faint reddish brown colour appears. Note down the
volume
Y)
of ammonium thiocyanate used.
4.4 Calculation
Calculate the percentage
of
chloride acid soluble/
watersoluble)by massofmortaror concrete as follows:
Chloride, percent
=
0.0007 1
Y ,
where
X
volume
of
silver nitrate added, in ml; and
Y volume of 0.02 N ammonium thiocyanate
consumed.
NOTE
-Interference
of silverchloridepanicles whichare gen-
erated
ill situ
in titration
by
reacting with thiocyanate can be
avoided by the addition of nitrobenzene which formsa film on
silverchlorideparticles.
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IS 14959 (Part
I) : 2001
ANNEXA
Foreword
COMMITTEE COMPOSITION
Cement and Concrete Sectional Committee, CED 2
Builder'sAssociationof India,Mumbai
NationalCouncilforCementand BuildingMaterials. Ballabgarh
Gammon
IndiaLtd,Mwnbai
HospitalServicesConsultancy Corporation (India)Ltd,NewDelhi
CentralBoardof Irrigationand Power,NewDelhi
The
IndianHumePipeCompanyLtd,Mumbai
Hyderabad Industries Ltd,Hyderabad
Structural EngineeringResearchCentre(CSIR),Chennai
CementCorporationof'IndiaLtd,NewDelhi
GrasimIndustriesLtd,Mumbai
IndianInstituteofT echnology,Kharagpur
The IndiaCementsLtd,Chennai
GannonDunkerley andCoLtd,Mumbai
CentralWaterCommission, NewDelhi
CentralSoil andMaterialsResearchStation, NewDelhi
StructuralEngineeringResearchCentre(CSIR),Ghaziabad
A.P.EngineeringResearch Laboratories, Hyderabad
SardarSarovarNannadaNigamLtd,Gandhinagar
B.G.
SbirkeConstructionTechnologyLtd, Pune
MinistryofSurfaceTransport,Department of SurfaceTransport(Roads
Wing),
NewDelhi
HindustanPrefabLtd,NewDelhi
CentralPublicWorksDepartment, NewDelhi
DirectorateGeneralofSuppJiesandDisposals,NewDelhi
Chairman
P M SHRI
DRH.C.
VJSVESVARAYA
'Chandrika', at 1
S
Cross63-64EastParkRoad,Malleswaram,Bangalore
S60003
Representing
OCL IndiaLtd,NewDelhi
GeologicalSurveyofIndia,Kolkata
Me,,,bers
DRS.C.
AHLUWALIA
DR
S.S. meta
SHRJ
D.K.
R I Alternale
SHRJ V.BA1 ASUBRAMAJ\1A
SHRJ
R.
P. S ~ G H
Altemale
SHRJ G.R.BHAIUTKAR
SHRJC.C.
H
TT CH RYA
SHRJ
I.K.
PM1>EY Alternate
SHJu
A.
K.
CHADHA
SHRJ
J.R.
SIL Altemale
CHIEF
EJ\Gll\cER
(DEsIGN)
S l J P E 1 U l \ r a D ~ G E l G R \ m (8 S) Allemale
CHJEF El'GIt\ EER
(NAVGAM
DAM)
S U P E m T E ~ D I l G EI'GIl\ EER (QCC) Allemale
CHlEf E I G ~ E E R (REsEARCH)-cuM-DIRECTOR
Irrigation andPowerResearch Institute, Amritsar
REsEARCH
0mcER
(CO CRE TE1 EcHJ\OLQGV)
Allemale
SHRJ 1.
P.
0EsAJ
GujaratAmbujaCementsLtd,Ahmedabad
SHRJB.K.
JAGEnA Alternate
DIRECTOR
I>JREcroR
JOIl\ DIRECTOR Alten,a/e
DIRECTOR
SHRI P.L.
KAsHYAP Allen,ale
DIRfllOR
(CMDD) (N W)
[)EPUll
DIRECTOR
(CMDD)
(NW S)
Allernate
SHRI
K. H.
G l GWAI.
SHRJ
V.
PATTABHJ
Alten,ale
GEI\CJW. MANAGER
SEl IOR
MASAGER
(EI GIl EEfWl;G) A/temate
OR ASHOK
KUMARGHOSH
SHRJ S.
A 1 1 i
SHRJ R. A R U 1 \ A l ~ Alternate
SHRJ
C.
JAYARAMAJ\
SHRI A.K. JAll\ AI/en,ate
SHRI
S.S.
GoV UYA
SHRJV.K. Go a
A/ten,ate
JOIP\,. DIRECTOR
(STAl OARDS) (B S)(CB-n Research, Designs
StandardsOrganization(MinistryofRailways),
Lucknow
JOIl'\T DIRECTOR (STASOARDS)
(8 S)
(CB-II)Alternate
SHRJ
D.K.
~ U l \ O O
NationalTestHouse,Kolkata
SHRJ B.R.MEEJ\A Alten,ate
MfMBFR SEcRETARY
DIRECTOR (CIVIL) A/ten,a/e
SHRJ
P.R.
C.NAIR
S ~ P . D . ~ ~ A h e m a k
DR
R.NARAYANAN
SHRI
S.GoPALKJUSHl'Al'\ A/temate
DRC.
IWKUMAR
DR
K. M O H A ~
Alternate
SHJU S.A.
REDoI
SHJU J. SARUP
SHRJ
P.K.
JAIPURJAR
A/ternate
SlDEr RY
Continuedon page 4)
3
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IS 14959 (Part I) : 2001
Continuedfrom
p g
3)
Members
SHRIS.S.SF.EHRA
SHRI SAT DERKUMAR Alten,ate
S R S.S. SEEHRA
SHRI
A.K.
SHARMA
Altemale
BRI J R.R.SI \RA PRASADAltenla/e
SUPERIKTEl\'DIt'G E \Gt1' EER
(DESKj \S)
EXECUm'E EJ'GIJ'EER Alten,ate
SHRIC. R.V.SuBRAMAI\IUM
SHRI S.
CHOWDHURy(Altemate)
,
SHRI V.SURFSH
SHRJS.K.TA1\EJ
Allenlote
)
SHRJ
T.N. TIWARI
DR
D.
GHOSH Alternale
DR C.L. VERMA
DR
B.K. RAo
Alternate
SHRJ V1MAL KUMAR
DR H.C.VlS\'ESVARAYA
SHRJ
D.C.CHATURVEDI Altemate
ORC.S. V L ~ W A J A m A
SHRJD.SRJl\1V
SAl Alten,ate
SHRJ
S.K.
JA ,.
Director Head(CivEngg)
Convener
DR
A.
K.
MUlUCK
Members
S RJ C.R. A U M C H A D A ~ l
SHRIT. B. 8 A ~ E R J E E
SHRJ
I.K.
PAJ\l>EY
Alternate
OR
D.
BHATT
ACHAIUE
CHIEF El'GI \EEIl& JOIl\.SECRETARY
S U P E R ~ I E l \ D } \ G E G ~ E E k
Altemale
RP.C.
CHOWDHUItY
DR
C.S.
VISWAf'ATHA
Altemate
SHRI KE \ CO\\1E
SHRI
M.
SAl\JAY
BAHADUR Altenla/e
SHRI J.P.DESAI
SHRJ
B.K.
JAGETIA
Altenlale
DrREt.OR
SHRI
N.CHA l>RASEKARAl\ Allemale
OrRE(TOR
JOlXT
DIJU:CTOR
A/lema/e
DIRECTOR (C&MDD)
DEPUn DIRECTOR(C&MDD)
Alternate
G ~ E R A L
MAJ\AGB
SEl\1OR
MAl\AGER
( E G I l \ ~ ( j )
Allemate
DR
SHOK
KUM R GHOSH
SHRJ J.
S. HIl'GORA \1
PRof AsHOK KUMAR
SHRJL.K.
JAIl\
S RJ
M.P.
JAlSD-iGH
DR B.K.RAo
A/lema/e
~ p r u e l l l ; n g
CentralRoad
Research
lnstitute(CSIR).NewDelhi
IndianRoadsCongress.NewDelhi
Engineer-in-Chiefs
Branch.
Anny Headquarters. NewDelhi
PublicWorksDepartment, Government ofTamilNadu,Chennai
Larsen
.
TubroLtd.
Mumbai
Housingand Urban Development CorporationLtd,NewDelhi
TheAssociated CementCompanies Ltd,Mumbai
CentralBuildingResearch Institute(CSIR), Roorkee
FlyAsh
Mission, Department
ofScience andTechnology,NewDelhi
The Institutionof
Engineers
(India),Kolkata
Indian
Concrete
Institute,Chennai
DirectorGeneral,BISEx-officioMember)
Member
-Secretary
S J u S ~ J Y P M T
DeputyDirector(Civ Ena), BIS
Concrete Subcommittee, CED2:2
Saurashtra CementsLtd,Ahmedabad
STUPConsultantsLtd, Mumbai
Ministry ofSurfaceTransport(Roads
Wing).
NewDelhi
Indian Institute
ofTechnology. New
Delhi
Public
WorksDepartment, GovernmentofMaharashtra,
Mumbai
TorSteel
Research
foundationin India,
Kolkata
Indian
Ready-Mixed Concrete Association, Bangalore
GujaratAmbujaCements
Ltd,
Ahmedabad
CentralSoil
and
Materials
Research
Station.NewDelhi
A.P.
Engineering Research Laboratories,
Hyderabad
CentralWatcrCommission,NewDelhi
OannonDunkerley andCoLtd,Mumbai
Indian
Institute
ofTechnology.
Kharagpur
AuociatedConsulting Services, Mumbai
University ofRoorkee.
Roorkee
Inpenonalcapacity (16OldSnehNagQr, Wardha Road,Nagp r)
CenlralBuildingResearch Institute(CSlR),Roorkee
Conl; .,1
0
page
S)
4
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Continuedfrom page
4)
em ers
J O ~ T
DIRECTORSTA \DARDS (B&S)lCB-l
JOI1\T
DIREcToR
STAl\1>AJU)S
(B S)/CB-U Altemate
DR
S.C.
MAITI
OR SUDHIR M sHRA
SHRJ
R NAR AY
SHRI
K.
MA \I Alternate
SHRI A.8. PHADKE
SHRJ D.M.SAvuR Allenrate
SHRI
R M
KUM R
SHRI RAJEEv
GOEl
Alternate
SHIt
V.V.
GoVll\1>A
RAo
SHRJ R.P.GOEl Alternate
SHRl S.A.
REool
DR N.K. NAYAK Altenlate
SHRJSUDDliOOA \ Roy
SHRIM.
AI/ernate
SHRJ
S.C.
SA\VMSEY
SHRI
R.P.
MEHRolM
Alternate
SHRJ S.S.S HR
SHlU SATAl\1>ERKUMAR Alternale
PROf
M.S.
SHElTY
SHRI S.N. S ~ G H
SHRJSUIm OER
MOHAI\
Altenla/e
SHRI P ASAI\'
SHRI P.BA1\'DOPADHYAYAI/en,a/e
SUPERJl\TEl'Dlt'GE \GIt\'EER
(DESI
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