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8/19/2019 Washed Sieve Analsis of Mineral Filler
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8/19/2019 Washed Sieve Analsis of Mineral Filler
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C 4 9ry mass of mass specimen after washin2 !
/iure -!: sieve – wire cloth #!#7$mm %8$#' and 1!1(mm %8 1)'
3.1! MOIS"#RE INDIRE$" DAMA%E
The purpose of this test is to determine tensile strenth of compacted mi;ture by measurin the
load required to pull apart of the specimen until it fails! The tensile strenth of conditioned
specimen is compared to the control specimen to determine the strenth ratio %TS<'! This test is
applicable on the cores of completed pavement!
3.1!.1 Spec&'e(s Reco(&t&o(&()
After specimen is cured for ,: hours2 dry of control subset it will be wrapped with plastic in
heavy duty2 lea proof plastic ba! =t is placed in a 77+1>/ %,$+#!$>C' water bath and let it
submered in water bath about , hours + 1#minutes! Water should be 1 in! %,$mm' above
specimen surface!
i! The specimen are placed in vacuum container supported a minimum of 1 in! %,$mm'
above container bottom!
ii! Then container is filled with water at the room temperature so that the specimens have at
least 1 in! %,$mm' water of above their surface as shown in /iure -!1#iii! ?acuum of 1# – ,) in @ partial pressure %1- – )7 5a absolute pressure' is applied for
appro;imately $ to 1# minutes!
iv! The vacuum removed from the vacuum container and sample left submered in water for
at least $ to 1# minutes!
8/19/2019 Washed Sieve Analsis of Mineral Filler
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/iure -!1#
?acuum saturation process
After conditionin the specimen2 the process of weihtin the saturated surface dry after vacuum
must meet the method of AAS@T* T 1))! ?olume of water absorb by specimen after partial
vacuum %1' in cubic centimeter is calculated with the followin equation
14C169 -!7
Where3
1 4 ?olume of absorbed water in cubic centimeters
C1 4 Weiht of saturated2 surface6dry specimen after partial vacuum
9 4 Weiht of the dry specimen in air2
9eree of saturation %S1' then determine by comparin the value of absorb water %1' with the
air volume %?a' by equation below3
S1 4100 L1
Va
Specimen are saturated accordinly with T,(- standard and it states that specimen2 must be
saturated between 7# to (# B deree of saturation!
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