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    TRANSPORTATION ENGINEERING

    EXPERIMENT NO.-

    IMPACT VALUE TEST

    DATE :- __________

    Reference: - IS: 2386, Part IV-1963

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    Exper!ent "#$ 1

    %ETERMI"ATI&" &' A((RE(ATE IMPACT VALUEReference: - IS: 2386, Part IV-1963

    %ate:-))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))

    1$ &*+ecte

    (i) To determine the impact va!e o" the road a##re#ate$%

    (ii) To a$$e$$ their $!ita&iit' in road con$tr!ction on the &a$i$ o" impact va!e.

    2$ C#ncept an. S/nfcance

    The propert' o" a materia to re$i$t impact i$ non a$ to!#hne$$. D!e to movemento" vehice$ on the road the a##re#ate$ are $!&*ected to impact re$!tin# in their&reain# don into $maer piece$. The a##re#ate$ $ho!d there"ore have $!""icientto!#hne$$ to re$i$t their di$inte#ration d!e to impact. Thi$ characteri$tic i$ mea$!red &'impact va!e te$t. The a##re#ate impact va!e i$ a mea$!re o" re$i$tance to $!ddenimpact or $hoc+ hich ma' di""er "rom it$ re$i$tance to #rad!a' appied compre$$iveoad.

    3$ Apparat0

    The apparat!$ o" the a##re#ate impact va!e te$t a$ per I,: /0 (Part I1) -230

    con$i$t$ o":

    (i) A te$tin# machine ei#hin# 45 to 06 7# and havin# a meta &a$e ith a paneoer $!r"ace o" not e$$ than 6 cm in diameter. It i$ $!pported on eve and paneconcrete "oor o" minim!m 45 cm thicne$$. The machine $ho!d a$o have provi$ion$"or "i8in# it$ &a$e.

    (ii) A c'indrica $tee c!p o" interna diameter 26 mm+ depth 56 mm and minim!mthicne$$ 0. mm.

    (iii) A meta hammer ei#hin# 2.5 to 24.6 7# the oer end i$ c'indrica in $hape i$

    56 mm on#+ 266.6 mm in diameter+ ith a mm cham"er at the oer ed#e and ca$ehardened. The hammer $ho!d $ide "ree' &eteen vertica #!ide$ and &e concentricith the c!p. The "ree "a o" the hammer $ho!d &e ithin /6 9 5 mm.

    (iv) A c'indrica meta mea$!re havin# interna diameter o" 5 mm and depth 56 mm"or mea$!rin# a##re#ate$.

    (v) Tampin# rod 26 mm in diameter and 6 mm on#+ ro!nded at one end.

    (vi) A &aance o" capacit' not e$$ than 566 #+ reada&e and acc!rate !p to 6.2 #

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    $ Pr#ce.0re

    The te$t $ampe: It con$i$t$ o" a##re#ate$ $i;ed 26.6 mm to 2.5 mm .The a##re#ate$$ho!d &e dried &' heatin# at 266-226< =. "or a period o" 4 ho!r$ and cooed.

    (i) ,ieve the materia thro!#h 2.5 mm and 26.66 mm $ieve$. The a##re#ate$ pa$$in#thro!#h 2.5 mm $ieve and retained on 26.6 mm $ieve compri$e$ the te$t materia.

    (ii) Po!r the a##re#ate$ to "i a&o!t *!$t >rd depth o" mea$!rin# c'inder+

    (iii) =ompact the materia &' #ivin# 5 #ente &o$ ith the ro!nded end o" the tampin#rod.

    (iv) Add to more a'er$ in $imiar manner+ $o that c'inder i$ "!. (v) ,trie o"" the$!rp!$ a##re#ate$.

    (vi) Determine the net ei#ht o" the a##re#ate$ to the neare$t #ram (? @).

    (vii) rin# the impact machine to re$t itho!t ed#in# or pacin# !pon the eve pate+&oc or "oor+ $o that it i$ ri#id and the hammer #!ide co!mn$ are vertica+ (viii) Bi8 thec!p "irm' in po$ition on the &a$e o" machine and pace hoe o" the te$t $ampe in itand compact &' #ivin# 5 #ente $troe$ ith tampin# rod.

    (i8) Rai$e the hammer !nti it$ oer "ace i$ /6 mm a&ove the $!r"ace o" thea##re#ate $ampe in the c!p and ao it to "a "ree' on the a##re#ate $ampe. Cive25 $!ch &o$ at an interva o" not e$$ than one $econd &eteen $!cce$$ive "a$.

    (x) Remove the cr!$hed a##re#ate "rom the c!p and $ieve it thro!#h .0 mm I,$ieve$ !nti no "!rther $i#ni"icant amo!nt pa$$e$ in one min!te. ?ei#h the "ractionpa$$in# the $ieve to an acc!rac' o" I #m (?). A$o ei#h the "raction retained in the$ieve.(xi) Note don the o&$ervation$ in the pro"orma and comp!te the a##re#ate impact

    va!e. The mean o" to o&$ervation$+ ro!nded to neare$t hoe n!m&er i$ reported a$the Aggregate Impact Value.'

    $ Preca0t#n

    (i) Pace the p!n#er centra'+ $o that it "a$ direct' on the a##re#ate $ampe anddoe$ not to!ch the a$ o" the c'inder in order to en$!re that the entire oad i$tran$mitted on to the a##re#ate$.

    (ii) In the operation o" $ievin# the a##re#ate$ thro!#h .0 mm $ieve the $!m o"ei#ht$ o" "raction$ retained and pa$$in# the $ieve $ho!d not di""er "rom the ori#inaei#ht o" the $pecimen &' more than 2 #m.

    (iii) The tampin# i$ to &e done proper' &' #ent' droppin# the tampin# rod and not &'hammerin# action. A$o the tampin# $ho!d &e !ni"orm over the $!r"ace o" thea##re#ate tain# care that the tampin# rod doe$ not "re!ent' $trie a#ain$t the a$

    o" the mo!d.

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    6$ Rec#r. #f #*erat#n

    ,r.No.

    O&$ervation$ ,ampe-I ,ampe-II ,ampe-III

    2.

    Tota ei#ht o" dr' $ampe taenF

    ?2#m

    .?ei#ht o" portion pa$$in# .0 mm.

    $ieve F ?#m

    .A##re#ate impact va!e

    F (?28 266) > ?2 G

    4.A##re#ate Impact Mean 1a!e F

    $ Ca4c04at#n 5 Re04t:

    8$ Interpretat#n #f Re04t

    A##re#ate impact va!e i$ !$ed to ca$$i"' the $tone$ in re$pect o" their to!#hne$$propert' a$ indicated &eo:

    Sr$ "#. A//re/ate I!pact Va40e C4afcat#n

    2.

    .

    .

    4.

    H26G

    26-6G

    26-6 G

    5G

    E8ceptiona' $tron#

    ,tron#

    ,ati$"actor' "or road $!r"acin#

    ?ea "or road $!r"acin#

    The Indian Road =on#re$$ ha$ recommended the "ooin# va!e$ "or di""erent t'pe$o" road con$tr!ction.

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    ,r. No. T'pe o" pavementMa8im!m a##re#ateimpact va!e %

    2.it!mino!$ $!r"ace dre$$in# penetrationmacadam+ &it!mino!$ carpet concrete andcement concrete earin# co!r$e

    6

    . it!men-&o!nd-macadam+ &a$e co!r$e 5. ?M &a$e co!r$e ith &it!men $!r"acin# 46

    4. =ement concrete &a$e co!r$e 45

    8$C&"CLUSI&"__________________________________________________________________________________________________________________________________________________________________________________________________

    A/n!ent

    Jo i$ a##re#ate impact e8pre$$edK

    ______________________________________________________________________________________________________________________________________

    ?hat are the de$ira&e imit$ o" a##re#ate impact va!e $peci"' "or di""erent t'pe o"

    pavement $!r"ace$K

    _________________________________________________________________________________________________________________________________________________________________________________________________________

    ___________________________________________________________________

    A##re#ate impact va!e materia A i$ 6 and that o" materia i$ 45.?hich one i$

    &etter "or $!r"ace co!r$eK

    ____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ?hat do 'o! !nder$tand &' dr' and et impact va!eK

    ____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ,tate the IR=>I, re"erence$ "or the A.I.1 te$tK______________________________________________________________________________________________________________________________________

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    EXPERIMENT NO.-

    L&S A"(ELES ARASI&" VALUE TEST

    DATE :- __________

    Reference: - IS: 2386, PART IV -1963

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    Exper!ent "#$ 2

    %ETERMI"ATI&" &' L&S A"(ELES ARASI&" VALUEReference: - IS: 2386, PART IV -1963

    %ate:-)))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))

    1$ &*+ecte

    (i) To determine the Lo$ An#ee$ a&ra$ion va!e

    (ii) To "ind o!t the $!ita&iit' o" a##re#ate$ "or it$ !$ed in road con$tr!ction.

    2$ C#ncept an. S/nfcanceThe a##re#ate !$ed in $!r"ace co!r$e o" the hi#ha' pavement$ are $!&*ected to

    earin# d!e to movement o" tra""ic. ?hen vehice$ move on the road+ the $oi partice$pre$ent &eteen the pne!matic tire$ and road $!r"ace$ ca!$e$ a&ra$ion o" roada##re#ate$. The $tee reamed hee$ and anima driven vehice$ a$o ca!$econ$idera&e a&ra$ion o" the road $!r"ace. There"ore+ (he road a##re#ate$ $ho!d &ehard eno!#h to re$i$t the a&ra$ion. Re$i$tance to a&ra$ion o" a##re#ate i$ determined ina&orator' &' Lo$-An#ee$ te$t machine.

    The principe o" Lo$ An#ee$ a&ra$ion te$t i$ to prod!ce the a&ra$ive action &' !$e o"$tandard $tee &a$ hich hen mi8ed ith the a##re#ate$ and rotated in a dr!m "or$peci"ic n!m&er o" revo!tion$ a$o ca!$e impact on a##re#ate$. The percenta#e earo" the a##re#ate$ d!e to r!&&in# ith $tee &a$ in determined and i$ non a$ Lo$

    An#ee$ A&ra$ion 1a!e.

    3$ Apparat0The apparat!$ a$ per I, /0 (Part I1) -230 con$i$t$ o":

    (i) Lo$ An#ee$ Machine:It con$i$t$ o" a hoo $tee c'inder+ co$ed at &oth the end$ith an interna diameter o" 66 mm and en#th 566 mm ($ee "i# .2) and capa&e o"rotatin# a&o!t it$ hori;onta a8i$. A remova&e cover "or introd!cin# $ampe i$provided hich hen camped i$ d!$t ti#ht. A remova&e $tee $ha"t pro*ectin# radia'// mm into c'inder and e8tendin# "! en#th (i. e. 566 mm) i$ mo!nted "irm' on theinterior o" c'inder. The $he" i$ paced at a di$tance 256 mm minim!m "rom the

    openin# in the direction o" rotation.

    (ii) A&ra$ive char#e: =a$t iron or $tee &a$+ appro8imate' 4/ mm in diameter andeach ei#hin# &eteen 36 to 445 #% $i8 to teve &a$ are re!ired.

    (iii) ,ieve: The 2.6 mm I, ,ieve (iv) aance o" capacit' 5 #. or 26 #.

    (v) Dr'in# oven

    (vi) Mi$ceaneo!$ ie tra' etc.

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    $ Pr#ce.0re

    Test Sample: It con$i$t$ o" cean a##re#ate$ dried in oven at 265

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    9. ,eparate the $tee &a$ and $ieve the materia on 2.6 mm I, $ieve.26. ?a$h the materia coar$er than 2.6 mm $i;e.

    10. Dr' it in the oven to a con$tant ei#ht and ei#h to an acc!rac' o" 2 #.11. =ac!ate the percenta#e o" o$$ o" materia.12. Tae another $ampe and repeat the e8periment. Bind the mean o" to va!e$ and

    report it a$ Lo$ An#ee$ A&ra$ion 1a!e.

    $ Preca0t#n

    1. The cover $ho!d &e "i8ed ti#ht' &e"ore rotatin# the machine.

    2. A materia $ho!d &e di$char#ed "rom me c'inder a"ter the cond!ct o" te$t.

    6$ Rec#r. #f &*erat#n

    ,r. No. Cradin# $eected ,ampe 2 ,ampe ,ampe

    2. Ori#ina ei#ht o" the $ampe

    F (?2)

    . ?ei#ht o" a##re#ate$ retainedon 2.6 mm I, $ieve F (?)

    . Lo$$ o" ei#ht F (?2- ?)

    4. Percenta#e ear

    F ((?2- ?) > ?2)8266

    Lo$$ An#ee$ A&ra$ion 1a!e F

    $ Ca4c04at#n 5 Re04t:

    Re04t:

    Lo$ An#ee$ a&ra$ion va!e F ..

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    8 Interpretat#n #f Re04t

    Lo$ An#ee$ a&ra$ion te$t i$ common' !$ed to eva!ate the hardne$$ o" thea##re#ate$. The te$t ha$ more accepta&iit' &eca!$e the re$i$tance to a&ra$ion andimpact i$ determined $im!taneo!$'. Dependin# !pon the n!merica va!e+ the

    $!ita&iit' o" a##re#ate$ "or di""erent road con$tr!ction$ can &e *!d#ed a$ per IndianRoad =on#re$$ $peci"ication$ #iven &eo:

    Sr$ "#$ Tpe #f pae!ent 4aer Max$ per!*4e

    a*ra#n a40e n

    2. ?ater o!nd Macadam+ $!& ca$e co!r$e 06

    . ?M &a$e co!r$e ith &it!mino!$ $!r"acin# 56

    . it!mino!$ o!nd Macadam 56

    4. ?M $!r"acin# co!r$e 46

    5. it!mino!$ penetration Macadam 46

    0. it!mino!$ $!r"ace dre$$in#+ cement concrete

    $!r"ace co!r$e 5

    . it!mino!$ concrete $!r"ace co!r$e 6

    9$ C#nc40#n:

    A$ per I.R.=. $peci"ication$+ the #iven $ampe can>cannot &e !$ed "or

    ___________________________________________________________________

    ___________________________________________________________________

    17$ App4cat#n:

    Lo$ An#ee$ A&ra$ion Te$t i$ ver' ide' accepted a$ a $!ita&e te$t to a$$e$$the hardne$$ o" a##re#ate$ !$ed in pavement con$tr!ction. Man' a#encie$ have$peci"ied the de$ira&e imit o" the te$t+ "or the di""erent method o" pavementcon$tr!ction.

    A/n!ent

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    ?h' i$ Lo$ An#ee$ A&ra$ion Te$t con$idered $!perior to other te$t to "ind hardne$$o" a##re#ateK_________________________________________________________________________________________________________________________________________________________________________________________________________

    ___________________________________________________________________

    Jo Lo$ An#ee$ va!e i$ e8pre$$edK____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    The a&ra$ion va!e "o!nd "rom Lo$ An#ee$ A&ra$ion Te$t "or the a##re#ate A and are 5 and 25 re$pective'. ?hich a##re#ate i$ harderK ?h'K Bor hat t'pe o"con$tr!ction it i$ nece$$ar'K

    ____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ?hat are the de$ira&e imit$ o" Lo$ An#ee$ A&ra$ion va!e$ $peci"ied "or di""erent

    t'pe$ o" pavement $!r"acin#K

    ____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ,tate the IR=>I, re"erence$ "or Lo$ An#ee$ A&ra$ion Te$tK____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

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    EXPERIMENT NO.-

    A((RE(ATE CRUS;I"( VALUE TEST

    DATE :- __________

    Reference:

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    Exper!ent "#$ 3

    %ETERMI"ATI&" &' CRUS;I"( VALUE TESTReference: -

    %ate:-)))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))

    &

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    PR&CE%URE

    The a##re#ate $ampe: The materia "or the $tandard te$t con$i$t$ o" a##re#ate$i;ed 26 mm to 2 5mm.The a##re#ate $ha &e in $!r"ace dr' condition &e"orete$tin#. The a##re#ate ma' &e dried &' heatin# at 266-22 6 = "or not more than 4

    ho!r$ and cooed to room temperat!re &e"ore te$tin#+ i" nece$$ar'.2. ,ieve the materia thro!#h 2.5 mm and 26 mm .,. $ieve$. The a##re#atepa$$in# thro!#h 2.5 mm and 26 mm .,. $ieve$ compri$e the te$t materia.. ,ieve the materia thro!#h 2.5 mm and 26 mm $ieve$. The a##re#ate$ pa$$in#thro!#h 2.5 mm $ieve and retainin# on 26 mm $ieve compri$e o" the te$t materia.. Tae a&o!t .5 # o" thi$ materia.4. Po!r the a##re#ate$ to "i a&o!t *!$t more than 2> rd depth o" the mea$!rin#c'inder.5. =ompact the materiaQ &' #ivin# 5 #ente &o$ ith the ro!nded end o" tampin#rod.0. Add to more a'er$ in $imiar manner+ $!ch that the c'inder i$ "!.. Remove the e8ce$$ materia ith a $trai#ht ed#e The !antit' contained in themea$!rin# c'inder i$ that amo!nt o" a##re#ate$+ hich i &e !$ed to prepare thete$t $ampe/. Empt' the c'inder and ei#h the a##re#ate$+ acc!rate !p to 2 #m.3. Tran$"er the hoe o" thi$ ei#hed !antit' to the te$t mo!d &' "iin# it in threea'er$ in the $ame manner a$ "or c'indrica mea$!re. The tota depth o" the $ampei$ than a&o!t 26 cm and the $!r"ace i$ itte &eo the top o" the mo!d.26.Leve o"" the $!r"ace pace p!n#er o er it $o that it re$t$ hori;onta' over the$!r"ace o" a##re#ate$22. Pace the a$$em&' on the pede$ta o" the compre$$ion te$tin# machine.

    2.App' the oad at a !ni"orm rate o" 4 tonne$ per. min!te !nti the tota appiedoad i$ 46 tonne$.2.Reea$e the oad.24.Tae the a##re#ate$ o!t o" the c'inier and $ieve them thro!#h .0 mm I ,.$ieve. ?ei#h thi$ "raction pa$$in# thro!#h it to an acc!rac' o" 6.2 #m. Thi$ "ractioni$ a mea$!re o" o$$ o" materia d!e to cr!$hin#.25. .Note don the o&$ervation$ in the pret&rma and comp!te the a##re#atecr!$hin# va!e. The mean o" to o&$ervation$+ ro!ncSd to neare$t hoe n!m&er i$reported a$ the avera#e cr!$hin# va!e

    Tet >t n#n-tan.ar. ?e #f a//re/ate

    I" re!ired or i" the $tandard $i;e i$ not avaia&e+ te$t ma' &e carried o!t ithdi""erent #radin#. Joever $peci"ication$ i &e di""erent "or $!ch ca$e$ and$ho!d con"irm to tho$e #iven in the "ooin# ta&e:

    %eta4 f#r A//re/ate Cr0n/ Tet >t "#n-tan.ar. S?e #f A//re/ate

    A##re#ate $i;e !antit' o" materia+preparation o" te$t$ampe

    I.,. $ieve "or$eparatin# "ine$

    Loadin#

    Pa$$in#thro!#h mm

    Retainedon mm

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    5 6 ,tandard method 4.5 mm ,tandardoadin#

    6 2.5 ,tandard Te$t .5 mm Rate o"

    c'inder- .5 cm dia.

    26 0. ='indrica 2. mm oadin#one

    mea$!re- 0 cm dia.

    0. 4.5 and 6 cm on#. 2.2/ mm tonne per

    Depth o" materia in

    te$t c'inder a"ter min. !p to

    4.5 .5 tampin#- 5cm. Tota /56 micron

    oad appied-Q6 tota o" 26

    .5 .0 min!te$. !antit' o" 066 micron

    materia- 2 # "or tonne$.to $ampe$.

    PRECAUTI&"S

    2. The p!n#er $ho!d &e paced centra' and re$t direct' on the a##re#ate$. =are$ho!d &e taen that it doe$ not to!ch the a$ o" the c'inder $o a$ to en$!rethat the entire oad i$ tran$"erred into a##re#ate$.

    . In the operation o" $ievin# the a##re#ate$ thro!#h .0 mm $ieve and ei#hin#care $ho!d &e taen to avoid o$$ o" "ine$ .The $!m o" ei#ht$ o" "raction$retained and pa$$in# the $ieve$ $ho!d not di""er "rom the ori#ina ei#ht o" the$pecimen &' more than 2 #m.

    . The tampin# $ho!d &e done proper' &' #ent' droppin# the tampin# rod andnot &' hammerin# action. A$o the tampin# $ho!d &e !ni"orm over the $!r"aceo" the a##re#ate tain# care that the tampin# rod doe$ not "re!ent' $triea#ain$t the a$ o" the mo!d

    &SERVATI&"S

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    CALCULATI&"

    A##re#ate cr!$hin# va!e (G) F ?> ?28 266 F

    Mean F

    A##re#ate cr!$hin# va!e F

    (Note: The mean o" the to re$!t$ to the neare$t hoe n!m&er i$ reported a$ thea##re#ate cr!$hin# va!e o" the materia.)

    I"TERPRETATI&" &' RESULTS

    The $!ita&iit' o" a##re#ate$ i$ ad*!d#ed+ dependin# !pon it$ propo$ed !$e in thepavement a'er$ .The ta&e #iven &eo a'$ don $peci"ied imit$ o" G a##re#ate

    cr!$hin# va!e+ "or di""erent t'pe$ o" road con$tr!ction$.

    A44#>a*4e 4!t #f A$ C V$

    Sr$"#$ Tpe #f r#a. c#ntr0ct#n A$C$V$ n#t !#re tan

    A@ '4ex*4e pae!ent

    a) ,oin# 56

    &) ?ater &o!nd macadam 46

    c) it!mino!$ macadam 46

    d) it!mino!$ macadam premi8 carpet 6

    e) Den$e mi8 carpet 6

    @ R/. pae!ent

    a ) Other than earin# co!r$e 45

    &) ,!r"ace or earin# co!r$e 6

    APPLICATI&" &' A((RE(ATE CRUS;I"( TEST

    The a##re#ate cr!$hin# va!e i$ the indirect mea$!re o" the a##re#ate$. Loa##re#ate cr!$hin# va!e indicate$ $tron# a##re#ate+ a$ the cr!$hed "raction i$ o.

    De$cription ,ampe-2 ,ampe-

    Tota ei#ht o" dr' $ampe taen -?2#m

    hei#ht o" portion pa$$in# .0 mm

    $ieve F ?#m

    A##re#ate cr!$hin# va!e (G)F ?> ?28 266

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    Th!$ the te$t can &e !$ed to a$$e$$ the $!ita&iit' o" a##re#ate$ ith re"erence tothe cr!$hin# $tren#th "or vario!$ t'pe$ o" pavement component O" the a##re#ate$!$ed "or the $!r"ace co!r$e o" pavement $ho!d &e $tron# eno!#h to ith$tand thehi#h $tre$$ d!e to hee oad+ inc!din# the $tee tire o" oaded &!oc-cart.Indian Road =on#re$$ and I,I have $peci"ied that the a##re#ate cr!$hin# va!e o"

    the coar$e a##re#ate$ !$ed "or cement concrete pavement at $!r"ace $ho!d note8ceed 6 percent. Bor a##re#ate$ !$ed "or concrete other than earin# $!r"ace$+the a##re#ate cr!$hin# va!e $ha not e8ceed 45 percent+ accordin# to I,.

    A/n!entE8pain a##re#ate cr!$hin# va!e. Jo o!d 'o! e8pre$$ itK____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ?hat i$ the $peci"ied $tandard $i;e o" the a##re#ateK____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    A##re#ate cr!$hin# va!e o" the materia Ai$ 46 and that o" materia i$ 5.?hichone i$ &etterK____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ,tate the IR=> I, re"erence$ "or cr!$hin# va!e o" a##re#ateK____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ?hat are the recommended ma8im!m va!e$ o" a##re#ate cr!$hin# va!e "or the

    a##re#ate$ to &e !$ed in &a$e and $!r"ace co!r$e$ o" pavementK____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

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    EXPERIMENT NO.-

    S;APE TEST

    DATE :- __________

    Reference:

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    Exper!ent "#$

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    %ETERMI"ATI&" &' S;APE TESTReference: -

    %ate:-)))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))

    1$ Intr#.0ct#n

    The partice $hape o" a##re#ate$ i$ determined &' the percenta#e$ o" "a' andeon#ated partice$ contained in it. In the ca$e o" #rave it i$ determined &' it$an#!arit' n!m&er. Bor &a$e co!r$e and con$tr!ction o" &it!mino!$ and cementconcrete t'pe$+ the "a' and eon#ated partice$ are con$idered !nde$ira&e a$ the'ma' ca!$e inherent eane$$ ith the po$$i&iitie$ o" &reain# don !nder heav'oad$. Ro!nded a##re#ate$ are pre"erred in cement concrete road con$tr!ction a$the ora&iit' o"=oncrete improve$.An#!arit' $hape o" partice$ are de$ira&e "or #ran!ar &a$e

    co!r$e d!e to increa$ed $ta&iit' derived "rom the &etter interocin#. ?hen the$hape o" a##re#ate$ deviate$ more "rom the $pherica $hape+ a$ in the ca$e o"an#!ar+ "a' and eon#ated a##re#ate+ the void content in an a##re#ate o" an'$peci"ied $i;e increa$e$ and hence the #rain $i;e di$tri&!tion o" a #raded a##re#ateha$ to &e $!ita&' atered in order to o&tain minim!m void$ in the dr' mi8 or thehi#he$t dr' den$it'. The an#!arit' n!m&er denote$ the void content o" $in#e $i;eda##re#ate$ in e8ce$$ o" that o&tained $pherica a##re#ate$ o" the $ame $i;e. Th!$an#!arit' n!m&er ha$ con$idera&e importance in the #radation re!irement$ o"vario!$ t'pe$ o" mi8e$ $!ch a$ &it!mino!$ concrete and $oi-a##re#ate mi8e$. Th!$ eva!ation o" $hape o" the partice$+ partic!ar' ith re"erence to "aine$$+eon#ation and an#!arit' i$ nece$$ar'.

    BLA7INE,, INDEXThe "aine$$ inde8 o" a##re#ate$ i$ the percenta#e$ &' ei#ht o" partice$ ho$eea$t dimen$ion (thicne$$) i$ e$$ than three-"i"th$ (6.0) o" their mean dimen$ion.The te$t i$ not appica&e to $i;e$ $maer than 0. mm.

    2$ Apparat0The apparat!$ con$i$t$ o" a $tandard thicne$$ #a!#e I, $ieve$ o" $i;e$ 0+56+46+2.5+ 5+ 6+ 20+ 2.5 and 0. mm and a &aance to ei#h the $ampe$.

    3$ Pr#ce.0reThe $ampe i$ $ieved ith the $ieve$ mentioned in Ta&e. A Minim!m o" 66 piece$

    o" each "raction to &e te$ted are taen and ei#hed F ?2#. In order to $eparate "a'materia$+ each "raction i$ then #a!#ed "or thicne$$ on a thicne$$ #a!#e $hon in"i#. or in &! on $ieve$ havin# eon#ated $ot$. The idth o" the $ot !$ed $ho!d &ethe dimen$ion$ $peci"ied in co!mn () o" Ta&e+ "or the appropriate $i;e o" materia.The amo!nt o" "a' materia pa$$in# the #a!#e i$ ei#hed to an acc!rac' o" at ea$t6.2 percent o" the te$t $ampe.

    $ Rec#r. 5 &*erat#n:-

    ,i;e o" a##re#ate (a)Thicne$$

    Ca!#e

    (6.0 time$the mean

    (&)Len#th

    Ca!#e(2./ time$

    the mean$ieve)mm

    ?t. O"A##re#ate$

    (?) #m.

    ?t. O" "a'materia$()#m.

    ?t. O"eon#atedmateria$

    ()#m.

    ,r.No. Pa$$in#thro!#h

    I, $ievemm

    Retainedon I,

    $ievemm

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    $ieve)mm

    2 0.6 56.6 .36 -

    56.6 46.6 .66 /2.6

    46.6 5.6 23..56 5/.5

    4 2.5 5.6 20.35 -5 5.6 6.6 2.56 46.5

    0 6.6 20.6 26./6 .4

    20.6 2.5 /.55 5.0

    / 2.5 26.6 0.5 6.

    3 26.6 0. 4./3 24.

    T#ta4

    $Ca4c04at#n an. Re04t

    In order to cac!ate the "aine$$ inde8 o" the entire $ampe o" a##re#ate$ "ir$t theei#ht o" each "raction o" a##re#ate pa$$in# and retained on the $peci"ied $et o"$ieve$ i$ noted.A$ an e8ampe et 66 piece$ o" the a##re#ate pa$$in# 56 mm $ieveand retained on 46mm $ieve &e F ?2#. Each o" the partice "rom thi$ "raction o"a##re#ate i$ tried to &e pa$$ed thro!#h the $ot o" the $peci"ied thicen$$ o" thethice$$ #a!#e% in thi$ e8ampe the idth o" the appropriate #a!#e o" the thicne$$#a!#e i$

    ( 56846)F ----------------- 8 6.0 F .6 mm #a!#e

    Let the ei#ht o" the "a' materia pa$$in# thi$ #a!#e &e 2#. ,imiar' the ei#ht$o" the "raction$ pa$$in# and retained the $peci"ied $ieve$+ ?2+ ?+ ?+ etc. areei#hed and tota ei#ht ?2U ?U ? U--F ?# i$ "o!nd. A$o the ei#ht$ o" materiapa$$in# each o" the $peci"ied thicne$$ #a!#e are "o!nd F 2++- - and the totaei#ht o" materia pa$$in# the di""erent thicne$$ #a!#e$ 2UUU--F#i$ "o!nd.Then the "aine$$ inde8 i$ the tota ei#ht o" the "a' mateira pa$$in# the vario!$thicne$$ #a!#e$ e8pre$$ed a$ a percenta#e o" the tota ei#ht o" the $ampe#a!#ed. ( U+U U- - - )

    Baine$$ Inde8 F 266 percent F 266 8 ( > ?) percent ?2U ?U ?

    E4#n/at#n In.ex

    The eon#ation inde8 o" an a##re#ate i$ the percenta#e &' ei#ht o" partice$ ho$e#reate$t dimen$ion (en#th) i$ #reater than one and "o!r "i"th time$ (2+/ time$) theirmean dimen$ion$. The eon#ation te$t i$ not appica&e to $i;e$ $maer than 0.mm.

    6$Apparat0

    The apparat!$ con$i$t$ o" the en#th #a!#e $hon in Bi#!re+ $ieve$ o" the $i;e$$peci"ied in ta&e and a &aance.

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    $Pr#ce.0re

    The $ampe i$ $ieved thro!#h the I, $ieve$ $peci"ied in Ta&e. A minim!m o" 66piece$ o" each "raction i$ taen and ei#hed. V*i order to $eparate eon#atedmateria+ each "raction i$ then #a!#ed individ!a' "or en#th in a en#th #a!#e (,ee

    Bi#.) The #a!#e en#th !$ed $ho!d &e tho$e $peci"ied in co!mn 4 o" the Ta&e "orthe appropriate materia. The piece$ o" a##re#ate$ "rom each "raction te$ted hichco!d not pa$$ thro!#h the $peci"ied #a!#e en#th ith it$ on# $ide are eon#atedpartice$ and are coected $eparate' to "ind the tota ei#ht o" a##re#ate retainedon the en#th #a!#e "rom each "raction. The tota amo!nt o" eon#ated materiaretained &' the en#th #a!#e are ei#hed to an acc!rac' o" at ea$t 6.2 percnt o" theei#ht o" the te$t $ampe.

    8$Ca4c04at#n an. Re04t

    In order to cac!ate the eon#ation inde8 o" the entire $ampe o" a##re#ate$+ the

    ei#ht o" a##re#ate$ hich i$ retained on the $peci"ied #a!#e en#th "rom each"raction i$ noted. A$ an e8ampe+ et 66 piece$ o" the a##re#ate pa$$in# 46 mm$ieve and retained 5 mm $ieve ei#ht ?2 #. Each piece o" the$e are tried to &epa$$ed thro!#h the $peci"ied #a!#e en#th o" en#th #a!#e+ hich in thi$ e8ampe i$

    (46 U 5)F ---------------------- 8 2./ F 5/.5 mm 2

    ith it$ on#e$t $ide and tho$e eon#ated hich do not pa$$ the #a!#e are$eparated and the tota ei#ht determined F + #. ,imiar' the ei#ht o" each"raction o" a##re#ate

    pa$$in# and retained on $peci"ied $ieve$ $i;e$ are "o!nd ?++ ?+ ? and the tota

    ei#ht o" $ampe determined F ?+ U ?U ?U -------- - ?#. A$o the ei#ht e"

    materia "rom each "raction retained on the $peci"ied #a!#e en#th are "o!nd F 82+8+8 - -and the tota ei#ht retained determined F 8 2U 8U 8U --- F X#

    The eon#ation inde8 i$ the tota ei#ht o" the materia retained on the vario!$en#th #a!#e$+ e8pre$$ed a$ a percenta#e o" the tota ei#ht o" the $ampe #a!#ed.

    (8 +U8 U 8U ---) 266Eon#ation Inde8 F --------------------- --------------- F 266 8(X > ?) percent ?2U ?U ?

    9$C#nc40#n:_____________________________________________________________________________________________________________________________________________________________________________________________

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    A/n!ent

    ?hat i$ the $i#ni"icance o" the $hape o" a##re#ate in pavement con$tr!ctionK______________________________________________________________________________________________________________________________________

    ______________________________________________________________________________________________________________________________________

    E8pain hat i$ meant &' "a' and eon#ated partice$K____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    E8pain "aine$$ inde8. Jo it i$ "o!ndK___________________________________________________________________

    _________________________________________________________________________________________________________________________________________________________________________________________________________

    E8pain eon#ation inde8K Jo it i$ determined in the a&orator'K____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ,tate IR=>I, re"erence$ "or the $hape te$tK____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ,tate the ma8im!m aoa&e va!e o" "aine$$ inde8 o" a##re#ate in di""erent t'pe$o" pavement con$tr!ctionK_________________________________________________________________________________________________________________________________________________________________________________________________________

    ______________________________________________________________________________________________________________________________________

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    EXPERIMENT NO.-5

    SPECI'IC (RAVIT= A"%ATER AS&RPTI&"TEST '&R R&A% A((RE(ATE

    DATE :- __________

    Reference:

    CIVIL ENGINEERING DEPARTMENT-K.B.P.COLLEGE OF ENGINEERING & POLY., SATARA 27

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    Exper!ent "#$

    %ETERMI"ATI&" &' SPECI'IC (RAVT= A"% ATER AS&RPTI&"Reference: IS 2386BPart III@-1963

    %ate:-)))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))

    &*+ect-Thi$ te$t cover$ the proced!re$ "or determinin# the $peci"ic #ravit'+ apparent $peci"ic#ravit' and ater a&$orption o" a##re#ate$.

    "#te 1-Three main method$ are $peci"ied "or !$e accordin# to hether the $i;e o" thea##re#ate i$ ar#e than 26 mm (Method I) &eteen 46 mm and 26 mm (Method I or IIma' &e !$ed)% or $maer than 26 mm (Method III).An aternate method (Method I1 ) i$a$o permitted.

    Met#. I - A//re/ate Lar/er tan 17 !!Apparat0 - The apparat!$ $ha con$i$t o" the "ooin#:

    i. aance -A &aance or $cae o" capacit' not e$$ than #+ reada&e and acc!rate to6.5 # and o" $!ch a t'pe and $hape a$ to permit the &a$et containin# the $ampe to &e$!$pended "rom the &eam and ei#hed in ater.ii. Oven-A e ventiated oven+ thermo$tatica' controed+ to maintain a temperat!reo" 266 to 226G.iii. A ire &a$et o" not more than 0- mm me$h or a per"orated container o"convenient $i;e+ pre"era&' chromi!m pated and poi$hed+ ith ire han#er$ notthicer than one miimetre "or $!$pendin# it "rom the &aance.iv. A $to!t aterti#ht container in hich the &a$et ma' &e "ree' $!$pended.v. To dr' $o"t a&$or&ent coth$ each not e$$ than 5 8 45 cm.vi. A $hao tra' o" area not e$$ than 056 cm.

    vii.An airti#ht container o" capacit' $imiar to that o" the &a$et.

    Sa!p4e - A $ampe o" not e$$ than 666 # o" the a##re#ate $ha &e te$ted.A##re#ate$ hich have &een arti"icia' heated $ha not norma' &e !$ed. I" $!chmateria i$ !$ed the "act $ha &e $tated in the report. To te$t$ $ha &e made+ and it i$recommended that the to $ampe$ $ho!d not &e te$ted conc!rrent'.Tet Pr#ce.0re- The $ampe $ha &e thoro!#h' a$hed to remove "iner partice$ andd!$t+ drained and then paced in the ire &a$et and immer$ed in di$tied ater at atemperat!re &eteen

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    The &a$et and the a##re#ate $ha then &e removed "rom the ater and aoed todrain "or "e min!te$+ a"ter hich the+ a##re#ate $ha &e #ent' emptied "rom the&a$et on to one o" the dr' cothe$+ and the empt' &a$et $ha &e ret!rned to theater+ *oted 5 time$ and ei#hed in ater (ei#ht A).The a##re#ate paced on the dr' coth $ha &e #ent' $!r"ace dried ith the coth+tran$"errin# it to the $econd dr' coth hen the "ir$t i remove no "!rther moi$t!re. It

    $ha then &e $pread o!t not more than one $tone deep on the $econd coth+ and e$te8po$ed to the atmo$phere aa' "rom direct $!ni#ht or an' other $o!rce o" heat "ornot e$$ than 26 min!te$+ or !nti it appear$ to &e compete' $!r"ace dr' ( hich ith$ome a##re#ate$ ma' tae an ho!r or more). The a##re#ate $ha &e t!rned over atea$t once d!rin# thi$ period and a #ente c!rrent o" !nheated air ma' &e !$ed a"ter the"ir$t ten min!te$ to acceerate the dr'in# o" di""ic!t a##re#ate$. The a##re#ate $hathen &e ei#hed (ei#ht )."#te-I" the apparent $peci"ic #ravit' on' i$ re!ired the operation$ de$cri&ed a&ovema' &e omitted.The a##re#ate $ha then &e paced in the oven in the $hao tra'+ at a temperat!re o"I66 to 226

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    c) Ca$$ 1e$$e or Var-A ide-mo!thed #a$$ ve$$e $!ch a$ a *ar o" a&o!t 2.5 itre$capacit'+ ith a "at #ro!nd ip and a pane #ro!nd di$c o" pate #a$$ to cover it+ #ivin#a virt!a' aterti#ht "it.d) =oth$- To dr' $o"t a&$or&ent coth$+ each not e$$ than 5 8 45 cm.e) Tra' - A $hao tra' o" area not e$$ than 5 cm.") =ontainer- An airti#ht container ar#e eno!#h to tae the $ampe.

    Sa!p4e-A $ampe o" a&o!t one io#ram o" the a##re#ate $ha &e !$ed. A##re#ate$hich have &een arti"icia' heated $ha not norma' &e !$ed% i" $!chmateria i$ !$ed+the "act $ha &e $tated in the report.To te$t$ $ha &e made and it i$ recommended that the to $ampe$ $ho!d not &ete$ted conc!rrent'.Tet Pr#ce.0re-The$ampe $ha &e $creened on a 2Omm I, $ieve+ thoro!#h' a$hed to remove "inepartice$ o" d!$t+ and immer$ed in di$tied ater in the #a$$ ve$$e% it $ha remainimmer$ed at a temperat!re o" to

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    %

    Apparent pecfc /rat -------------

    %-BA D @

    177 BC - %@

    ater a*#rpt#n Bpercent #f .r >e/t@ ---------------- %

    ?here+A = ei#ht in # o" ve$$e containin# $ampe and "ied ith di$tied ater+B = ei#ht in # o" ve$$e "ied ith di$tied ater on'+= F ei#ht in # o" $at!rated $!r"ace-dr' $ampe+ and = ei#ht in # o" oven-dr' $ampe.

    Re04t- The individ!a and main re$!t$ $ha &e reported. The #radin# o" a##re#atete$ted $ha &e $tated+ and hether it ha$ &een arti"icia' heated.

    Met#. III - A//re/ate S!a44er Tan 17 !!Apparat0- The apparat!$ $ha con$i$t o" the "ooin#:aance-A &aance or $cae o" capacit' not e$$ than #+ reada&e and acc!rate to6.5 #+ and o" $!ch a t'pe a$ to permit the ei#hin# o" the ve$$e containin# thea##re#ate and ater.!"en - A e ventiated oven+ thermo$tatica' controed+ to maintain a temperat!re o"266 to 226

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    $!r"ace o" the a##re#ate $ha &e removed &' #ente a#itation ith a rod. The $ampe$ha remain immer$ed "or 4 9 2> ho!r$. The ater $ha then &e care"!' drained"rom the $ampe+ &' decantation thro!#h a "iter paper+ an' materia retained &ein#ret!rn Y to the $ampe. The a##re#ate inc!din# an' $oid matter retained on the "iterpaper $ha &e e8po$ed to a #ente c!rrent o" arm air to evaporate $!r"ace moi$t!reand $ha &e $tirred at "re!ent interva$ to en$!re !ni"orm dr'in# !nti no "ree $!r"ace

    moi$t!re can &e $een and the materia *!$t attain$ a "ree-r!nnin# condition. =are$ha &e taen to en$!re that thi$ $ta#e i$ not pa$$ed. The $at!rated and $!r"ace-dr'$ampe $ha &e ei#hed (ei#ht A)."#te-I" the apparent $peci"ic #ravit' on' i$ re!ired+ the operation$ de$cri&ed in thi$para#raph ma' he omitted+ atho!#h "or materia "iner Y 45 mm $ome $!r"ace dr'in#ma' &e de$ira&e to "aciitate handin#.The a##re#ate $ha then &e paced in the p'cnometer hich $ha &e "ied ith di$tiedater. An' trapped air $ha &e eiminated &' rotatin# the p'cnometer on it$ $ide+ thehoe in the ape8 o" the cone &ein# covered ith a "in#er. The p'cnometer $ha &etopped !p ith di$tied ater to remove an' "roth "rom the $!r"ace and $o that the$!r"ace o" the ater in the hoe i$ "at. The p'cnometer $ha &e dried on the o!t$ide

    and ei#hed (ei#ht ). The content$ o" the p'cnometer $ha &e emptied into the tra'+care &ein# taen to en$!re that a the a##re#ate i$ tran$"erred. The p'cnometer $ha&e re"ied ith di$tied ater to the $ame eve a$ &e"ore+ dried on the o!t$ide andei#hed (ei#ht =). The di""erence in the temperat!re o" the ater in the p'cnometerd!rin# the "ir$t and $econd ei#hin# $ha not e8ceed

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    %

    ?here+A = ei#ht in # o" $at!rated $!r"ace-dr' $ampe+B = ei#ht in # o" p'cnometer or #a$ *ar containin# $ampe and "ied ith di$tiedater+= F ei#ht in # o" p'cnometer or #a$ *ar "ied ith di$tied ater on'+ and

    = ei#ht in # o" oven-dried $ampe.

    Re04t DThe individ!a and mean re$!t$ $ha &e reported and the #radin# o" the a##re#ate$ha &e $tated.

    Met#. IV- A4ternate Met#.

    The $peci"ic #ravit' and ater a&$orption o" a##re#ate $maer than 46 mm ma' &edetermined &' !$in# the apparat!$ de$cri&ed in I,: 2233-2353 Method$ o" ,ampin#and Ana'$i$ o" =oncrete+ &!t di$tied ater $ha &e !$ed in pace o" tap ater.

    ?hen te$tin# a##re#ate &eteen 46 mm and 2O mm the proced!re $ha &e a$de$cri&ed a&ove $!&$tit!tin# the &!cet "or the ire &a$et and $tirrin# ith a rodin$tead o" *otin# to remove air "rom the $ampe.?hen te$tin# a##re#ate $maer than IO mm the apparat!$ $ha &e !$ed in the $amea' a$ a&ove+ &!t the- $e!ence o" operation$ $ha &e a$ #iven in .4. A"tertran$"errin# the $ampe to the &!cet+ ater $ha &e added to cover the a##re#ate &'at ea$t 5 mm and the $ampe $tirred to remove air. The &!cet $ha then &e "ied ithater and the eve o" ater in the tan rai$ed $o' to avoid+ a$ "ar a$ po$$i&e+ theo$$ o" "ine partice$ "rom the $ampe in the &!cet to the tan.

    CALCULATI&"S:

    CIVIL ENGINEERING DEPARTMENT-K.B.P.COLLEGE OF ENGINEERING & POLY., SATARA 33

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    EXPERIMENT NO.-0

    PE"ETRATI&" TEST

    DATE :- __________

    Reference:

    CIVIL ENGINEERING DEPARTMENT-K.B.P.COLLEGE OF ENGINEERING & POLY., SATARA 34

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    CIVIL ENGINEERING DEPARTMENT-K.B.P.COLLEGE OF ENGINEERING & POLY., SATARA 35

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    Exper!ent "#$ 6

    %ETERMI"ATI&" &' PE"ETRATI&" VALUE &' ITUME" Reference:-

    %ate:-))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))

    1$ &*+ecte(i) To a$$e$$ the $!ita&iit' o" &it!men "or it$ !$e !nder di""erent cimatic condition andt'pe o" con$tr!ction.

    2$ C#ncept an. S/nfcance

    Penetration i$ a mea$!rement o" hardne$$ or con$i$tenc' o" &it!mino!$ materia. It i$the vertica di$tance traver$ed or penetrated &' the point o" a $tandard neede in to the&it!mino!$ materia !nder $peci"ic condition o" oad+ time and temperat!re. Thi$ di$tance i$mea$!red in one tenth o" a miimeter. Thi$ te$t i$ !$ed "or eva!atin# con$i$tenc' o"&it!mino!$ materia$. It i$ not re#arded a$ $!ita&e "or !$e in connection ith the te$tin# o"road tar &eca!$e o" the hi#h $!r"ace ten$ion e8hi&ited &' the$e materia$ and the "act thatthe' contain reative' ar#e amo!nt o" "ree car&on.

    3$ Apparat0

    (i) &ntainer:A "at &ottomed c'indrica metaic di$h 55 mm in diameter and 5 mm indepth i$ re!ired. I" the penetration i$ o" the order o" 5 or more deeper di$h o" 6 mmdia. and 45 mm. depth i$ re!ired+(ii) Neede: A $trai#ht+ hi#h' poi$hed+ c'indrica hard $tee rod+ a$ per dimen$ion$#iven in Bi#.(iii) ?ater &ath: A ater &ath maintained at 5.6< 9 6.2< = containin# not e$$ than 26

    itre$ o" ater+ the $ampe &ein# immer$ed to a depth not e$$ than 266mm "rom the topand $!pported on a per"orated $he" not e$$ than 56 mm "rom the &ottom o" the &ath.(iv)Tran$"er di$h or tra': It $ho!d provide $!pport to the container and $ho!d not rocthe container. It $ho!d &e o" $!ch capacit' a$ to compete' immer$e into the containerd!rin# the te$t.(v) Penetration apparat!$: It $ho!d &e $!ch that i ao the neede to penetrate itho!tm!ch "riction and i$ acc!rate' cai&rated to #ive re$!t$ in one tenth o" a miimeter.(vi) Thermometer:Ran#e 6-44< = and reada&e !p to 6.< =(vii) Time mea$!rin# device: ?ith an acc!rac' 9 6.2 $ec.

    $ Pr#ce.0re

    (i) Preparation o" te$t $pecimen: ,o"ten the materia to a po!rin# con$i$tenc' at atemperat!re not more than 06< = "or tar$ and 36< = "or &it!men a&ove the appro8imate$o"tenin# point and $tir it thoro!#h' !nti it i$ homo#eneo!$ and i$ "ree "rom air &!&&e$and ater. Po!r the met into the container to a depth at ea$t 26 mm. in e8ce$$ o" thee8pected penetration. Protect the $ampe "rom d!$t and ao it to coo in an atmo$phereat a temperat!re &eteen 25< to 6< = "or one ho!r. Then pace it aon# ith the tran$"erdi$h in the ater &ath at 5-6< 9 6.2< = and ao it to remain "or 2 to 2 Y 2> ho!r. The te$ti$ carried o!t at 5.6< 9 6.2< = !ne$$ otheri$e $tated.

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    (ii) Bi the tran$"er di$h ater "rom the ater &ath to depth $!""icient to cover thecontainer compete'+ pace the $ampe in it and p!t it !pon the $tand o" thepenetration apparat!$.(iii) =ean the neede ith &en;ene+ dr' it and oad ith the ei#ht. The tota movin# oadre!ired i$ 266 9 6.5 #m$+ inc!din# the ei#ht o" the neede+ carrier and $!per-impo$edei#ht$.

    (iv) Ad*!$t the neede to mae contact ith the $!r"ace o" the $ampe. Thi$ ma' &e done &'pacin# the neede point in contact ith it$ ima#e re"ected &' the $!r"ace o" the&it!mino!$ materia.(v) Mae the pointer o" the dia to read ;ero or note the initia dia readin#.(vi) Reea$e the neede "or e8act' "ive $econd$.(vii) Ad*!$t the penetration machine to mea$!re the di$tance penetrated.(viii) Mae at ea$t readin#$ at point$ on the $!r"ace o" the $ampe not e$$ than 26 mm.apart and not e$$ than 26 mm "rom the $ide o" the di$h. A"ter each te$t ret!rn the $ampeand tran$"er di$h to the ater &ath and a$h the neede cean ith &en;ene arid dr' it. Inca$e o" materia o" penetration #reater than 5 three determination$ on each o" the toidentica te$t $pecimen$ !$in# a $eparate neede "or each determination $ho!d &e made+

    eavin# the neede in the $ampe on competion o" each determination$ to avoiddi$t!r&ance o" the $pecimen.

    $ Preca0t#n:

    (i) There $ho!d &e no movement o" the container hie neede i$ penetratin# into the$ampe.(ii) The $ampe $ho!d &e "ree "rom an' e8traneo!$ matter+(iii) The neede $ho!d &e ceaned ith &en;ene and dried &e"ore each penetration.

    6$ Rec#r. #f &*erat#n:

    Act!a Te$t temperat!re F

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    $ Ca4c04at#n 5 Re04t:

    8$ Interpretat#n #f Re04t

    Penetration te$t i$ a common' adopted te$t on &it!men to #rade the materia in term$o" it$ hardne$$. An /6>266 #rade &it!men indicate$ that it$ penetration va!e ie$ &eteen/6 and 266. The #radin# o" &it!men hep$ to a$$e$$ it$ $!ita&iit' "or !$e in di""erentcimatic condition$ and t'pe$ o" con$tr!ction. Bor &it!mino!$ macadam and penetration

    macadam+ IR= $!##e$t &it!men #rade$ 6>46+ 06>6 and /6>266. In armer re#ion$ oerpenetration #rade$ are pre"erred to avoid $o"tenin# herea$ hi#her penetration #rade$ie 2/6>66 are !$ed in coder re#ion$ $o that e8ce$$ive &rittene$$ doe$ not occ!r.Ji#he$t penetration #rade i$ !$ed in $pra' appication or$.

    C#nc40#n:____________________________________________________________________________________________________________________________________________

    A/n!ent

    Jo i$ penetration va!e o" &it!men e8pre$$edK__________________________________________________________________________________________________________________________________________

    ?hat are the $tandard oad+ time and temperat!re $peci"ied "or penetration te$tK____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ?hat do 'o! !nder$tand &' /6>266 &it!menK____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ,tate the penetration va!e "or vario!$ t'pe$ o" &it!men "or IndiaK____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

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    EXPERIMENT NO.-

    %UCTILIT= TEST

    DATE :- __________

    Reference: - IS: 1278-198

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    Exper!ent "#$ 6

    DETERMINATION OB DZ=TILIT[ OB TJE ITZMENReference: - IS: 1278-198

    %ate:-)))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))

    1$ &*+ecte:

    (i) To mea$!re the d!ctiit' o" a #iven $ampe o" &it!men.(ii) To determine the $!ita&iit' o" &it!men "or it$ !$e in road con$tr!ction.

    3$ C#ncept an. S/nfcance

    The D!ctiit' Te$t #ive$ a mea$!re o" adhe$ive propert' o" it!men and it$ a&iit' to$tretch. In a "e8i&e pavement de$i#n+ it i$ nece$$ar' that &inder $ho!d "orm a thin d!ctie"im aro!nd the a##re#ate$ $o that the ph'$ica interocin# o" the a##re#ate$ i$ improved.inder materia havin# in$!""icient d!ctiit' #et$ craced hen $!&*ected to repeated tra""icoad$ and it provide$ pervio!$ pavement $!r"ace. D!ctiit' o" a &it!mino!$ materia i$mea$!red &' the di$tance in centimeter$ to hich it i eon#ate &e"ore &reain# hento end$ o" $tandard &ri!ette $pecimen o" the materia are p!ed apart at a $peci"ied$peed and at a $peci"ied temperat!re.

    $ Apparat0

    The apparat!$ "or the $tandard d!ctiit' te$t a$ per I,: 26/-23/ con$i$t$ o" the"ooin#:

    (i) ri!ette mo!d: It i$ made !p o" &ra$$ ith the $hape+ dimen$ion$ and toerance$a$ $hon in Bi#. 3. The end$ & and & &ein# non a$ cip$ and part$ a and a are $ide$

    o" the mo!d. The circ!ar hoe$ are provided in the cip$ to #rip the "i8ed and mova&eend$ o" the te$tin# machine. The mo!d hen proper' a$$em&ed "orm a &ri!ette$pecimen o" "ooin# dimen$ion$:Tota en#th 5.6 9 6.5 mmDi$tance &eteen cip$ 6.6 9 6. mm?idth at mo!nt o" $ip 6.6 9 6. mm?idth at minim!m cro$$ $ection 26.6 96.2 mm(ha" a' &eteen cip$)Thicne$$ thro!#ho!t 26.6 9 6.2 mm(ii) ?ater &ath: A &ath maintained ithin 9 6.2< = o" the $peci"ied te$t temperat!re+containin# not e$$ than 26 itre$ o\ ater+ the $pecimen &ein# $!&mer#ed to a depth o"

    not e$$ than 26 cm and $!pported on a per"orated $he" and e$$ than 5 cm. "rom the&ottom o" the &ath.(iii) Te$tin# machine:Bor p!in# the &ri!ette o" &it!mino!$ materia apart+ an' apparat!$ma' &e !$ed hich i$ $o con$tr!cted that the $pecimen i &e contin!o!$' $!&mer#edin ater hie the to cip$ are &ein# p!ed apart hori;onta' at a !ni"orm $peed o" 56 9.5 mm per min!te.(iv) Thermometer: Ran#e 6-44< = and reada&e !p to 6.< =

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    4.Pr#ce.0re:

    (i) Met the &it!mino!$ te$t materia compete' at a temperat!re o" 5

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    7. Ca4c04at#n 5 Re04t:

    8$ Interpretat#n #f Re04t

    The $!ita&iit' o" &it!men i$ *!d#ed+ dependin# !pon it$ t'pe and propo$ed !$e.

    it!men ith o d!ctiit' va!e ma' #et craced e$pecia' in cod eather. I,I ha$$peci"ied "ooin# va!e$ o" minim!m d!ctiit' "or vario!$ #rade$ o" it!men a$"oo$:

    CIVIL ENGINEERING DEPARTMENT-K.B.P.COLLEGE OF ENGINEERING & POLY., SATARA

    ,r. No. Te$t Propert' ri!ette No. Mean

    2 1a!e

    (a) Initia Readin#

    (&) Bina Readin#

    (c) D!ctiit' F & - a (cm.)

    D!ctiit' va!e F

    ,r. No. ,o!rce o" pavin# &it!men andpenetration #rade

    Minim!m d!ctiit' va!e cm$

    2. A$$am Petroe!m A 5 5

    A 5 26

    A 45 2

    . A 05+ A 36 and A 66 25

    . it!men "rom $o!rce$ other than

    A$$am Petroe!m , 5. 56

    4. , 45+ , 05 and , 36 5

    43

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    9$C#nc40#n:__________________________________________________________________________________________________________________________________________________________________________________________________

    A/n!ent

    E8pain d!ctiit' o" the &it!menK____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    Jo i$ d!ctiit' va!e e8pre$$edK____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ?hat i$ the minim!m cro$$ $ectiona area o" the d!ctiit' $pecimenK____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ?hat are the preca!tion$ taen hie carr'in# o!t d!ctiit' te$tK____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ,tate the IR= > I, re"erence$ "or the d!ctiit' te$tK____________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

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    EXPERIMENT NO.-

    S&'TE"I"( P&I"T TEST

    DATE :- __________

    Reference:

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    Exper!ent "#$

    %ETERMI"ATI&" &' S&'TE"I"( P&I"T &' ITUMI"&USMATERIAL

    %ate:-))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))

    1$ &*+ecte

    To determine the $o"tenin# point o" &it!men > tar.

    2$ C#ncept an. S/nfcance

    The $o"tenin# point o" &it!men or tar i$ the temperat!re at hich the $!&$tance attain$ a

    partic!ar de#ree o" $o"tenin#. A$ per I, : 4-23/ + it i$ the temperat!re (in

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    coated ith a mi8t!re o" e!a part$ o" #'cerin and de8trin. A"ter cooin# "or 6 min!te$ in

    air+ eve the materia in the rin# &' removin# the e8ce$$ ith a armed+ $harp ni"e.

    (ii) A$$em&e the apparat!$ ith the rin#$+ thermometer and &a #!ide$ in po$ition.

    (iii) Bi the &ath ith di$tied ater to a hei#ht o" 56 mm a&ove the !pper $!r"ace o" the

    rin#$. The $tartin# temperat!re $ho!d &e 5

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    8$ Interpretat#n #f Re04t

    ,o"tenin# point indicate$ the temperat!re at hich &inder$ po$$e$$ the $ame vi$co$it'.

    it!mino!$ materia$ do not have a de"inite metin# point. Rather the chan#e o" $tate "rom

    $oid to i!id i$ #rad!a and over a ide ran#e o" temperat!re. ,o"tenin# point ha$

    partic!ar $i#ni"icance "or materia$ that are to &e !$ed a$ *oint and crac "ier$. Ji#her

    $o"tenin# point en$!re$ that the' i not "o d!rin# $ervice. In #enera+ the hi#her the

    $o"tenin# point+ the e$$er the temperat!re $!$cepti&iit'. it!men ith hi#her $o"tenin#

    point ma' &e pre"erred in armer pace$.

    9$ C#nc40#n:-

    17$App4cat#n #f te tet:

    ,o"tenin# point i$ e$$entia' the temperat!re at hich the &it!mino!$ &inder ha$ an

    e!a vi$co$it'. The $o"tenin# point o" tar i$ there"ore reated to the e!i vi$co!$

    temperat!re (e.v.t).The $o"tenin# point dran "rom the rin# and &a apparat!$ i$

    appro8imate' 6

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    A/n!ent

    ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    _____________________________________________________________________

    ___________________________________________________________________________________________________________________________________________________________________________________________________________

    ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    EXPERIMENT NO.-

    VISC&SIT= TEST

    DATE :- __________

    CIVIL ENGINEERING DEPARTMENT-K.B.P.COLLEGE OF ENGINEERING & POLY., SATARA 50

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    Reference:

    CIVIL ENGINEERING DEPARTMENT-K.B.P.COLLEGE OF ENGINEERING & POLY., SATARA 51

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    CIVIL ENGINEERING DEPARTMENT-K.B.P.COLLEGE OF ENGINEERING & POLY., SATARA 52

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    Exper!ent "#$

    %ETERMI"ATI&" &' VISC&SIT= &' ITUMI"&US MATERIAL Reference:-IS: 1276, Part I -198

    %ate:-))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))

    1$ &*+ecte

    To determine the vi$co$it' o" &it!mino!$ &inder.

    2$ C#ncept an. S/nfcance

    1i$co$it' o" a "!id i$ the propert' &' virt!e o" hich it o""er$ re$i$tance to "o. Ji#her thevi$co$it'+ the $oer i &e the movement o" the i!id. The vi$co$it' a""ect$ the a&iit' o"the &inder to $pread+ move into and "i !p the void$ &eteen a##re#ate$. It a$o pa'$ animportant roe in coatin# o" a##re#ate$. Ji#h' vi$co!$ &inder ma' not "i !p the void$

    compete' there&' re$!tin# in poor den$it' o" the mi8. At oer vi$co$it' the &inder doe$not hod the a##re#ate$ to#ether &!t *!$t act$ a$ !&ricant. The vi$co$it' o" &it!mino!$&inder$ "a$ ver' rapid' a$ the temperat!re ri$e$. ,ince &inder$ e8hi&it vi$co$it' over aider ran#e+ it i$ nece$$ar' to !$e di""erent method$ "or the determination o" vi$co$it'.Bor &inder$ in a i!id $tate (road tar$ and c!t&ac &it!mino!$)+ the vi$co$it' i$determined a$ the time in $econd$ &' 56 c. c. o" the materia to "o "rom a c!p thro!#h a$peci"ied ori"ice !nder $tandard condition$ o" te$t and at $peci"ied temperat!re.

    3$ Apparat0

    A$ per I,: 260 (Part I) -23/+ "ooin# e!ipment i$ re!ired:

    (i) Tar vi$cometer: It con$i$t$ e$$entia' o" a c!p havin# a $peci"ied ori"ice and vave% aater &ath mo!nted on three e#$ havin# a $!ita&e $eeve "or the c!p+ a $tirrer and a$hied. The "ooin# i$ the detaied de$cription o" the di""erent part$ and acce$$orie$ o"tar vi$cometer.

    a) =!p: It i$ made o" hard &ra$$ t!&e and "itted ith an e8terna &ra$$ coar at the!pper end o" the c'inder to $!pport the c!p. The &ottom o" c!p con$i$t$ o"circ!ar pho$phor-&ron;e pate $creed into the c'inder and made conica to"aciitate draina#e o" tar a"ter !$e. It i$ provided ith a per"ect' c'indricae8ten$ion o" diameter 26 mm and en#th 5 mm. ,ome vi$cometer$ have ori"iceo" 4 mm dia. (re"er Ta&e$ 2 and )

    &) 1ave: It $erve$ to co$e the ori"ice o" c!p and i$ made o" pho$phor-&ron;e a$per the dimen$ion$ #iven in "i#!re.

    c) ?ater &ath: It i$ made o" copper $heet+ i$ c'indrica in $hape+ a&o!t 206 mm.in diameter and 265 mm. in depth. It i$ mo!nted on three e!idi$tant e#$.

    d) ,eeve to receive the c!p and to hod it in po$ition.

    e) ,tirrer con$i$t$ o" "o!r vertica vane$.

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    ") =!rved $hied: It i$ "i8ed to the !pper ed#e o" the c'inder and e8tend$ toithin a&o!t 5 mm o" the a$ o" the ater &ath. Thi$ $hied carrie$ an in$!atedhande "or rotatin# the $tirrer+ a $!pport "or a thermometer+ and a $iveed$!pport "or the vave.

    (ii) Receiver: A 266 m. #rad!ated c'inder+ havin# an interna diameter o" not more than3 mm. It ha$ marin#$ on 5 m and 5 m eve$.

    (iii)Thermometer: To thermometer$+ one "or &ath and another "or c!p. Themea$!rement ran#e $ho!d &e 6< to 44< = or ./< = to /

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    (i) Ad*!$t the tar vi$cometer $o that the top o" the tar c!p i$ eveed. ,eect thete$t temperat!re "rom Ta&e 2. Jeat the ater &ath to the temperat!re $peci"ied"or the te$t and maintain it ithin 9 6.2< = o" the $peci"ied temperat!rethro!#ho!t the d!ration o" te$t. Rotate the $tirrer #ent' at "re!ent interva$or per"ect' contin!o!$'.

    (ii) =ean the tar c!p ori"ice o" the vi$cometer ith a $!ita&e $ovent and dr'thoro!#h'.

    (iii) ?arm and $tir the materia !nder e8amination to 6< = a&ove the temperat!re$peci"ied "or te$t and coo+ hie contin!in# the $tirrin#.

    (iv) ?hen the temperat!re "a$ $i#ht' a&ove the $peci"ied temperat!re+ po!r the tar intothe c!p !nti the evein# pe# on the vave rod i$ *!$t immer$ed hen the atter i$ vertica.

    (v) Po!r into the #rad!ated receiver 6 m o" minera oi+ or one per cent &' ei#ht$o!tion o" $o"t $oap and pace it !nder the ori"ice o" the tar c!p.

    (vi) Pace the other thermometer in the tar and $tir !nti the temperat!re i$ ithin 96.2

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    ii) Crade:

    iii) ,peci"ied te$t temp+ < = F

    iv) ,i;e o" ori"ice+ mm -

    Sr$ "#$ Rea.n/ Tet 1 Tet 2

    1$ Tet Te!perat0re

    2$ T!e taen t# f4#> 7 cc #f te *n.er

    3$ Vc#t Bec$@

    $ Ca4c04at#n 5 Re04t:

    8$ Interpretat#n #f Re04t

    The determination o" time o" "o o" &inder thro!#h the ori"ice #ive$ an indirect mea$!reo" vi$co$it' o" tar$ and c!t&ac$. Ji#her the d!ration o" "o+ #reater i$ the vi$co$it'.1i$co$it' o" &inder i$ one o" the criteria "or their ca$$i"ication. The vi$co$it' o" a partic!ar#rade o" road tar or c!t&ac &it!men $ho!d "a ithin the ran#e a$ #iven in Ta&e$ 2 and. inder$ havin# ver' o vi$co$it' can &e advanta#eo!$' !$ed in e8ceptiona' codeather condition$. Ji#h vi$co$it' &inder ha$ to &e heated &e"ore their appication.

    9$ C#nc40#n:

    17$ App4cat#n #f te tet:

    1i$co$it' te$t #ive$ indirect mea$!re o" the vi$co$it' o" tar$ and c!t&ac$ in$econd$. Ji#her the d!ration+ more vi$co!$ i$ the materia. The determination o"

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    vi$co$it' &' ori"ice vi$cometer in $econd$ i$ an indirect mea$!re o" vi$co$it'. Thea&$o!te !nit o" vi$co$it' i$ d'ne-$econd$ per $!are cm or poi$e.

    A/n!ent

    _______________________________________________________________________________________________________________________________________________________________________________________________________________

    _________________________________________________________________

    ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    CIVIL ENGINEERING DEPARTMENT-K.B.P.COLLEGE OF ENGINEERING & POLY., SATARA 57

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    EXPERIMENT NO.-

    'LAS; A"% 'IRE P&I"T TEST

    DATE :- __________

    Reference:

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    Exper!ent "#$

    %eter!nat#n #f '4a P#nt An. 're P#nt #f t0!n#0Matera4

    Reference:- IS : 1279-198

    %ate:-)))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))

    1$ &*+ecte

    To determine "a$h point and "ire point o" the &it!mino!$ materia.

    2$ C#ncept an. S/nfcance

    The "a$h point o" a materia i$ the oe$t temperat!re at hich the appication o" te$t

    "ame ca!$e$ the vapo!r$ "rom the materia momentari' catch "ire in the "orm o" a

    "a$h !nder $peci"ied condition$ o" te$t.

    The "ire point i$ the oe$t temperat!re at hich the appication o" te$t "ame ca!$e$

    the materia to i#nite and &!rn at ea$t "or 5 $econd$ !nder $peci"ied condition$ o" te$t+

    At hi#h temperat!re$+ &it!mino!$ materia$ emit h'drocar&on vapo!r$ hich are

    $!$cepti&e to catch "ire. There"ore the heatin# temperat!re o" &it!mino!$ materia@

    $ho!d &e re$tricted to avoid ha;ardo!$ condition$. Ba$h point and "ire point te$t$ are

    !$ed to determine the temperat!re to hich &it!mino!$ materia can $a"e' &e heated.

    3$Apparat0

    The apparat!$ a$ per I, : 263-23/ con$i$t$ o":

    (i) Pen$'. Marten$ co$ed Te$ter con$i$tin# o" the "ooin# ma*or part$ :

    Ba@C0p: It i$ made o" &ra$$+ the in$ide o" the c!p ma' &e t!rned to a $i#ht' ar#er

    diameter a&ove the "iin# mar and the o!t$ide ma' &e tapered a&ove the "an#e. The

    "an#e i$ a&o!t 2 mm in idth and appro8imate' mm in thicne$$. It i$ e!ipped

    ith device$ "or ocatin# the po$ition o" the id on the c!p and the c!p *t$e" in the

    $tove. A hande i$ attached to the "an#e o" the c!p.

    B*@L.: It inc!de$ a $tirrin# device+ cover proper+ $h!tter and "ame e8po$!redevice.The $tirrin# device con$i$t$ o" a vertica $tee $ha"t o" .5 mm to mm diameter

    and mo!nted in the centre o" the c!p. It carrie$ toSaded &ra$$ propeer$. =over

    proper i$ made o" &ra$$ and "it$ the o!t$ide o" the c!p co$e'. It ha$ "o!r openin#$+

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    Openin# A ha$ an area de"ined &' area o" to concentric circe$. Openin#$ and =

    are o" e!a area$ and appro8imate' ha" the an#!ar idth o" openin# A. Openin# D

    i$ provided to #rip the thermometer coar.

    Bc@ S0tter:.5 mm thic and made o" &ra$$. It i$ $o $haped and mo!nted that it

    rotate$ on the a8i$ o" the hori;onta centre o" the id. On one e8treme po$ition+ theopenin#$ A+ and = o" the id are compete' co$ed and hen the other e8treme

    po$ition+ the$e ori"ice$ are compete' opened.

    Bame+ e8po$!re device - havin# a tip ith an openin# 6. to 6./ mm in diameter. The

    device i$ e!ipped ith an operatin# mechani$m hich+ hen the $h!tter i$ in open

    po$ition+ depre$$e$ the tip $o that the centre o" ori"ice i$ &eteen the pane$ o" the

    !nder and the !pper $!r"ace$ o" the id proper. A piot "ame "or a!tomatic rei#htin# o"

    the e8po$!re "ame $ho!d &e provided.

    B.@ St#e: It con$i$t$ o" an air &ath and a top pate on hich the "n#e o" the c!p

    re$t$.Air &ath ha$ a c'indrica interior+ 42. to 4. mm in depth. The air &ath ma' &e

    either a "ame-heated meta ca$tin# or an eectric re$i$tance eement.

    The top pate i$ made o" meta and it can &e attached to the air &ath ith the hep o"

    three $cre$ in $!ch a manner to eave an air #ap.

    Be@Ter!#!eters:Bor o ran#e va!e$+ it ha$ mea$!rement ran#e "rom -< to 226

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    "ame i$ oered in 6.5 $econd+ e"t in it$ oered po$ition "or one $econd and !ic'

    rai$ed to it$ hi#h po$ition. Di$contin!e $tirrin# d!rin# the appication o" te$t "ame.

    (vii)App' the te$t "ame initia' at a temperat!re 2

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    Pr#ce.0re

    (i)Boo the $tep$ (i) to (v) a$ in 4.2

    (ii) Note the temperat!re at hich a "a$h "ir$t appear$ at an' point on the $!r"aceo"

    the materia.

    (iii) =ontin!e heatin# !nti the oi i#nite$ and &!rn$ "or 5 min!te$. Record thi$temperat!re a$ "ire point.

    (iv)The d!picate te$t re$!t$ $ho!d "a ithin the "ooin# ran#e.

    Repeata&iit' Reprod!ci&iit'

    Ba$h Point /Open

    Sr$ Pr#pert Tet Mean

    "#$ 1 2 3

    2. Ba$h Point

    . Bire Point

    $ Interpretat#n #f Re04t

    The determination o" "a$h point in hep"! in a$$e$$in# the $a"e imit$ o" heatin# the&it!men. The heatin# temperat!re o" &it!men $ho!d &e imited e &eo the "a$h

    point.

    8. C#nc40#n

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    A/n!ent

    ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    _____________________________________________________________________

    ___________________________________________________________________________________________________________________________________________________________________________________________________________

    ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

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    EXPERIMENT NO.-

    SPECI'IC (RAVIT= TEST '&R ITUME"

    SAMPLE

    DATE :- __________

    Reference:

    Exper!ent "#$:

    Specfc (rat Tet f#r t0!en Sa!p4e

    %ate:-

    ))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))

    1$Intr#.0ct#n

    The den$it' o" a &it!men &inder i$ a "!ndamenta propert' "re!ent' !$ed a$ an aid in

    ca$$i"'in# the &inder$ "or !$e in pavin# *o&$. In mo$t appication$+ the &it!men i$

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    ei#hed+ &!t "ina' in !$e ith a##re#ate $'$tem+ the &it!men content i$ converted on

    vo!me &a$i$. Th!$ an acc!rate den$it' va!e i$ re!ired "or conver$ion o" ei#ht to

    vo!me. The $peci"ic #ravit' i$ #reat' in"!enced &' the chemica compo$ition o"

    &inder. Increa$ed amo!nt$ o" aromatic t'pe compo!nd$ ca!$e an increa$e in the

    $peci"ic #ravit'. The Te$t proced!re have &een $tanda"di;ed &' the I,I.The $peci"ic #ravit' i$ de"ined &' I,I a$ the ratio o" the ma$$ o" a #iven vo!me o" the

    &it!mino!$ materia to the ma$$ o" an e!a vo!me o" ater+ the temperat!re o" &oth

    &ein# $peci"ied a$ < = 9 6.2< =

    2$App4cat#n #f Specfc (rat Tet #n t0!n#0 Matera4

    A noed#e o" the correct $peci"ic #ravit' o" &it!mino!$ materia have main' to

    appication$. Bir$t+ to convert the $peci"ied &it!men content &' ei#ht to vo!me &a$i$

    hen the &inder i$ mea$!red &' vo!me. Jere it i$ nece$$ar' to no the coe""icient o"

    e8pan$ion or the $peci"ic #ravit' va!e$ at di""erent temperat!re$.

    ,econd+ the $peci"ic #ravit' i$ !$e"! to identi"' the $o!rce o" a &it!mino!$ &inder. P!re

    &it!men ha$ a $peci"ic #ravit' in the ran#e 6.3 to 2.6. (Ji#her penetration #rade

    &it!men and c!t &ac &it!men have oer ran#e o" $peci"ic #ravit' va!e$). In ca$e the

    &it!men contain$ minera imp!rit'+ the $peci"ic #ravit' i &e hi#her. Th!$ it i$ po$$i&e

    "or a !aitative e$timation o" minera imp!rit' in &it!men. The $peci"ic #ravit' o" tar$

    depend$ on the t'pe o" car&oni$ation proce$$ !$ed "or their prod!ction. 1ertica retort

    tar$ have a $peci"ic #ravit' ran#e i. 26 to 2.25 herea$ hori;onta report and coe-

    oven tar$ have va!e$ in the ran#e 2.2/ to 2.5

    The Indian ,tandard In$tit!tion $peci"ie$ that the minim!m $peci"ic #ravit' va!e$ o"

    pavin# &it!men at < = $ha &e 6.33 "or #rade$ A5+ A5+ A45+ A05+ and ,05+ 6.3/

    "or A 36 and , 36 and 6.3 "or A 66 and , 66.

    3$Apparat0

    There are to method$ (i) P'nometer method (ii) aance method. Bor p'nometer

    method+ the apparat!$ are $peci"ic #ravit' &otte o" 56 m capacit'+ ordinar' capiar'

    t'pe ith 0 mm diameter nec or ide mo!thed capiar' t'pe &otte ith 5 mm

    diameter nec can &e !$ed. Bor &aance method an ana'tica &aance e!ipped ith a

    pan $tradde i$ !$ed.

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    & F ei#ht o" the $peci"ic #ravit' &otte "ied ith di$tied ater.

    c F ei#ht o" the $peci"ic #ravit' &otte a&o!t ha" "ied ith &it!mino!$ materia.

    d F ei#ht o" the $peci"ic #ravit' &otte a&o!t ha" "ied ith the materia and the re$t

    ith di$tied ater.

    B@ a4ance Met#.

    e

    ,peci"ic #ravit' F ---------------- (e - ")

    ?here+

    e F ei#ht o" the dr' $pecimen

    " F ei#ht o" the $pecimen hen immer$ed in di$tied ater.

    6$Rec#r. 5 &*erat#n

    a F ei#ht o" $peci"ic #ravit' &otte

    & F ei#ht o" the $peci"ic #ravit' &otte "ied ith di$tied ater.

    c F ei#ht o" the $peci"ic #ravit' &otte a&o!t ha" "ied ith &it!mino!$ materia.

    d F ei#ht o" the $peci"ic #ravit' &otte a&o!t ha" "ied ith the materia and the re$t

    ith di$tied ater.

    e F ei#ht o" the dr' $pecimen

    " F ei#ht o" the $pecimen hen immer$ed in di$tied ater.

    Sr$ "#$ Pn#!eter Met#. a4ance Met#.

    Sa!p4e 1 Sa!p4e 2 Sa!p4e 1 Sa!p4e 2

    1

    2

    3

    Specfc (rat

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    $ C#nc40#n

    A/n!ent

    ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    _____________________________________________________________________

    ___________________________________________________________________________________________________________________________________________________________________________________________________________

    ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

    __________________________________________________________________________________________________________________________________________

    ______________________________________________________________________________________________________________________________________

    ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________

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    EXPERIMENT NO.-

    A((RE(ATE STRIPPI"( VALUE

    DATE :- __________

    Reference:

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    Exper!ent "#$ 8

    %ETERMI"ATI&" &' STRIPPI"( VALUE &' R&A% A((RE(ATEBIS : 621-191@

    %ate:-

    )))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))))

    1$ &*+ecte

    (i)To determine the $trippin# va!e o" a##re#ate$ !$ed in road con$tr!ction%

    (ii) To a$certain the $!ita&iit' o" road a##re#ate$ "or &it!mino!$ road con$tr!ction.

    2$ C#ncept an. S/nfcance

    Thi$ te$t i$ cond!cted to determine the e""ect$ o" moi$t!re !pon the adhe$ion o" the

    &it!mino!$ "im to the $!r"ace partice$ o" the a##re#ate. Thi$ te$t i$ o" $i#ni"icant va!e

    to a$certain the $!ita&iit' o" the to materia$ vi;. &it!men (&inder) and a##re#ate$+

    &eca!$e one partic!ar a##re#ate ma' &e $ati$"actor' ith one &inder and

    !n$ati$"actor' ith another% and the $ame &ein# tr!e "or the &inder$. The $peci"ication$

    o" Mini$tr' o" Tran$portation and $hippin# recommend the determination o" $trippin#

    va!e &' the $tatic immer$ion method in accordance ith I, : 042-232.

    3$ Apparat0

    (i) Thermo$tatica' controed ater &ath.

    (ii) eaer$ o" capacit' 566m.

    $ Pr#ce.0re

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    (i) O&tain the materia that pa$$e$ thro!#h 5 mm $ieve and i$ retained on 2.5 mm

    $ieve.

    (ii)Dr'+ cean and *+ + ,i-/ *- */*+ + 150175 C *- 120150C /+iv *- ix

    :i+ 5 / -+ ,i-/ , :i+ ; */*+.

    (iii) A"ter compete coatin#+ ao the mi8t!re to coo at room temperat!re in cean dr'

    &eaer.

    (iv) Add di$tied ater to immer$e the coated a##re#ate$+

    (v) =over the &eaer and eep it !ndi$t!r&ed in a thermo$tatic ater &ath at a

    temperat!re 46< = "or a period o" 4 ho!r$.

    (vi) E$timate the e8tent o" $trippin# &' vi$!a e8amination hie the $pecimen i$ $ti !nder

    ater and e8pre$$ a$ the avera#e per cent area o" a##re#ate $!r"ace !ncoated.

    Note: Three $ampe$ ma' &e te$ted $im!taneo!$' $o a$ to arrive at an avera#e va!e.

    The $trippin# va!e i$ e8pre$$ed to the neare$t hoe n!m&er.

    $ Preca0t#n:

    (i)The a##re#ate$ $ho!d &e thoro!#h' dried &e"ore mi8in# ith &inder.

    (ii)Di$tied ater $ho!d &e !$ed "or the te$t.

    (iii)Mi8-!p o" the to $eparate $ampe$ $ho!d &e !ni"orm.

    6$ Rec#r. #f &*erat#n :

    i. T'pe o" A##re#ate F

    ii. T'peo" &inder F

    iii. G &inder !$ed F

    iv. Tota t. o" a##re#ate F

    v. Tota t. o" &inder F

    vi. Temp+ o" ater &ath F

    DEPARTMENT OF CIVIL ENINEERIN! ".#.P.COLLEE OF ENINEERIN $ POL%& 'ATARA

    ,ampe 2 ,ampe ,ampe

    Percenta#e o" area o" a##re#ate

    !ncoated &' immer$ion in ater

    Avera#e $trippin# va!e

    72

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    EXPERIMENT NO.-

    MARS;AL STAILIT= VALUE

    DATE :- __________

    Reference:

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    Exper!ent "#$

    %ETERMI"ATI&" &' MARS;ALL STAILIT= VALUE

    1$&*+ecte

    i.To determine the den$it' - void$ ana'$i$ "or the #iven &it!mino!$ mi8t!re%

    ii. To determine the $tren#th (Mar$ha$ ,ta&iit' 1a!e) and "e8i&iit' ("o va!e)

    "or the #iven &it!mino!$ mi8t!re%

    iii. To determine the $!ita&iit' o" the &it!mino!$ mi8t!re to meet the $peci"ied criteria "orthe $!r"ace co!r$e.

    2$ C#ncept an. S/nfcance

    The te$t proced!re i$ !$ed in de$i#nin# and eva!atin# &it!mino!$ pavin#mi8e$+ and

    i$ ide' appied in ro!tine te$t pro#ramme$ "or the pavin# *o&$. The ma*or "eat!re$ o" the

    Mar$ha method o" de$i#nin# mi8e$ are to determine the to important propertie$ o"

    $tren#th and "e8i&iit'.

    ,tren#th i$ mea$!red in term$ o" the Mar$ha$ ,ta&iit' o" the mi8 hich i$ de"ined

    a$ the ma8im!m oad carried &' a compacted $pecimen at a $tandard te$t temperat!re o"

    06< =. Thi$ temperat!re repre$ent$ the eae$t condition "or a &it!mino!$ pavement in

    !$e. The "e8i&iit' i$ mea$!red in term$ o" the 'l&* "alue'hich i$ mea$!red &' the

    chan#e in diameter o" the $ampe in the direction o" oad appication &eteen the $tart o"

    oadin# and the time o" ma8im!m oad. In thi$ te$t an attempt i$ made to o&tain optim!m

    &inder content "or the a##re#ate mi8 t'pe and tra""ic inten$it'.

    3$Apparat0

    The apparat!$ "or the Mar$ha $ta&iit' te$t con$i$t$ o" the "ooin#:

    i.,pecimen Mo!d A$$em&' compri$in# mo!d c'inder$ 26 cm. diameter &' .5 cm.

    hei#ht+ &a$e pate and e8ten$ion coar$. The' are de$i#ned to &e interchan#ed ith

    either end o" c'indrica mo!d. Three mo!d c'inder$ are recommended.

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    ii. ,pecimen e8tractor "or e8tractin# the compacted $pecimen "rom the mo!d. A $!ita&e

    &ar i$ re!ired to tran$"er oad "rom the e8ten$ion coar to the !pper provin# rin#

    attachment hie e8tractin# the $pecimen.

    iii. =ompaction hammer havin# a "at circ!ar tampin# "ace 4.5 7#. $idin# ei#ht

    con$tr!cted to provide a "ree "a o" 45.6 cm. To compaction hammer$ are

    recommended.

    iv. =ompaction Pede$ta con$i$tin# o" a 6 8 6 8 45 cm. ooden &oc capped ith a 6

    8 6 8 .5 cm. M, pate to hod the mo!d a$$em&' in po$ition d!rin# compaction. Mo!d

    hoder i$ provided con$i$tin# o" $prin# ten$ion device de$i#ned to hod compaction mo!d

    in pace on the compaction pede$ta.

    v. Brea+ing ea.- The &reain# head con$i$t o" !pper and oer c'indica $e#ment$ or

    te$t head$ havin# an in$ide radi!$ =!rvat!re o" 5 cm. The oer $e#ment i$ mo!nted on

    a &a$e havin# to perpendic!ar #!ide rod$ hich "aciitate in$ertion in the hoe$ o" !pper

    te$t $e#ment.

    vi. Loadin# Machine.- Loadin# machine i$ provided ith a #ear $'$tem to i"t the !pard

    direction. Precai&rated provin# rin# o" 5 tonne capacit' i$ "i8ed on the !pper end o" the

    machine+ $pecimen contained in the te$t head i$ paced in &eteen the &a$e and the

    provin# rin#. The oadin# *ac prod!ce$ a !ni"orm vertica movement o" 5 cm. per min!te.

    Machine i$ capa&e o" rever$in# it$ movement donard a$o. Thi$ "aciitate$ ade!ate$pace "or pacin# te$t head $'$tem a"ter one $pecimen ha$ &a