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    CIVIL ENGINEERING MATERIALS

    Index

    S.No Date Experiment Remarks

    01

    02

    0

    0!

    0"

    0#

    0$

    0%

    0&

    10

    11

    Me'ran (ni)ersit* o+ En,ineerin, and Te-'noo,*/ SA 'airp3r Mir4s 1

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    CIVIL ENGINEERING MATERIALS

    CONTENTS

    TESTS 5N RICS

    E++ores-en-e

    6ater A7sorption Compressi)e Stren,t'

    Dimension Toeran-e

    TESTS 5N AGGREGATE

    Sie)e Ana*sis on Coarse A,,re,ate

    Sie)e Ana*sis on 8ine A,,re,ate

    3kin, o+ Sand

    Spe-i+i- Gra)it* o+ Stones

    TESTS 5N CEMENT

    8ineness o+ Cement

    Norma Consisten-* o+ Cement

    Initia Settin, Time and 8ina Settin, Time o+ Cement

    Me'ran (ni)ersit* o+ En,ineerin, and Te-'noo,*/ SA 'airp3r Mir4s 2

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    CIVIL ENGINEERING MATERIALS

    8i,3re 1

    TB

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    10.

    RES(LT:

    T'e deposit o+ e++ores-en-e did not -o)er-o)er more t'an o+ t'eExposed area o+ t'e 7ri-k presen-e o+ e++ores-en-e is t'3s -assi+ied as

    Re)ie@ ;3estions:

    6'at is E++ores-en-e o+ ri-kJ

    State t'e reasons o+ o--3rrin, o+ e++ores-en-e in 7ri-kJ

    S'o3d t'e e++ores-en-e ,reater t'an KSi,'t 7e ao@ed +or ,ood -onstr3-tion @orkJ93sti+* *o3r ans@er.

    6'* 7ri-k is pa-ed in in-ined position in t'e @ater tra* in t'e e++ores-en-e

    TestJ

    Me'ran (ni)ersit* o+ En,ineerin, and Te-'noo,*/ SA 'airp3r Mir4s #

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    CIVIL ENGINEERING MATERIALS

    PRACTICAL NO. 2

    57=e-t: To Determine T'e K6ater A7sorption

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    CIVIL ENGINEERING MATERIALS

    damp -ot'. And t'en @ei,' t'e spe-imen. Let t'is @ei,'t 7e 62. T'eper-enta,e is -a-3ated 7*:

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    CIVIL ENGINEERING MATERIALS

    Don4t 'eat t'e 7ri-k 3p to 200C 7e-a3se +3sion ma* 7e taken pa-e.

    Re-ord t'e @ei,'t o+ t'e o)en dried 7ri-k a+ter 7rin,in, it to t'e room

    temperat3re. Make s3re t'at t'e 7ri-k is immersed in t'e @ater +or 2! 'o3rs.

    Make t'e s3r+a-e o+ t'e 7ri-k -ompete* dr* @it' damp -ot'.

    Res3t:

    T'e per-enta,e o+ t'e @ater o7ser)ations o+ Sampe No: 1 is andT'e per-enta,e o+ t'e @ater a7sorption o+ Sampe No: 2 is

    Re)ie@ ;3estions:

    6'at is

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    CIVIL ENGINEERING MATERIALS

    PRACTICAL NO: 0&

    59ECT: To Determine t'e Compressi)e Stren,t' o+ a 3rnt Ca* ri-k (sin,

    (ni)ersa Testin, Ma-'ine ?(TM

    E;(I

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    CIVIL ENGINEERING MATERIALS

    Load app*

    on ri-ks

    ?N

    Area o+

    ri-k

    ?-mP

    Compressi)e

    stren,t'

    ?N-mP

    Load app*

    on ri-k

    ?N

    Area o+

    ri-k

    ?-mP

    Compressi)e

    stren,t'

    ?N-mP

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    CIVIL ENGINEERING MATERIALS

    PRACTICAL NO: 04

    59ECT: To Determine T'e Dimension Toeran-e Test o+ a 3rnt Ca*

    ri-k.

    E;(I

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    CIVIL ENGINEERING MATERIALS

    8or 'i,' -ass ?A Cass 7ri-ks t'e siQe )ariation or toeran-es'o3d 7e )er* itte. T'e standard t@ent* 7ri-ks o+ 1&mm siQe

    @'en tested s'o3d +3+i t'e +oo@in, re>3irements.

    ri-ks ;3ait* Len,t' ?mm 6idt' ?mm ei,'t ?mm

    S37F Cass A #% to &2 1$ to 1%# 1$! to 1%#

    S37 Cass "0 to !10 1#" to 1&" 1#" to 1%#

    Sampe Met'od:

    T'e 7ri-k sampe taken +or testin, s'o3d 7e a representati)e

    sampe. As pres-ri7ed in t'e standard met'od random 7ri-ks

    s'o3d 7e taken +rom a @'oe ot o+ t'e 7ri-ks. T'is ma* 7e done7* takin, a +e@ 7ri-ks +rom t'e top/ t'e sides and t'e inside o+

    )ario3s sta-ks. o@e)er/ i+ t'e 7ri-ks are in t'e pro-ess o+ oadin,or 3noadin,/ t'is standard represtati)e sampe ma* 7e -oe-ted7* takin, a +e@ 7ri-ks +rom t'e di++erent ots 7ein, oaded or

    3noaded/ at t'e e>3a inter)as. T'is @i ens3re t'e sampe to 7e

    representati)e and t'e res3ts o+ )ario3s tests -an 7e appied to t'e@'oe ot o+ 7ri-ks.

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    CIVIL ENGINEERING MATERIALS

    ri-ks s'o3d 7e see-ted random* +rom t'e sta-ks.

    Re)ie@ ;3estions:

    6'* random 7ri-k are see-ted +or sampin,J

    6'at are t'e Dimensions +or +irst Cass ri-kJ

    State t'e importan-e o+ t'is testJ

    8i,3res +or dimensiona test o+ ri-ks

    Meas3re o+ t'e Len,t' o+ t'e ri-ks

    Meas3re o+ t'e 6idt' o+ t'e ri-ks

    Meas3rement o+ t'e ei,'t o+ t'e ri-ks

    Me'ran (ni)ersit* o+ En,ineerin, and Te-'noo,*/ SA 'airp3r Mir4s 1!

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    CIVIL ENGINEERING MATERIALS

    PRACTICAL No: 05

    59ECT: To Determine t'e 3antit* o+ -ement.

    Gradin, one:

    To des-ri7e an a,,re,ate 7* its maxim3m and minim3m siQe is not

    eno3,' it 'as to 7e ,raded +rom t'is minim3m to maxim3m imits. T'e

    maxim3m and minim3m imits to )ario3s t*pes o+ a,,re,ates in terms o+

    t'eir per-enta,e passin, are re+erred as ,radin, imits.

    8ineness mod33s:

    T'e term 3sed as an idea a7o3t +ines or -oarseness o+ a,,re,ate/ or t'e

    mean siQe o+ a,,re,ate parti-es. 8ineness mod33s to 7e -a-3ated as:

    8.M O s3m o+ -omm3tati)e o+ a,,re,ate retained 100

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    CIVIL ENGINEERING MATERIALS

    Dr* t'e a,,re,ate test sampe in a -onstant @ei,'t at a temperat3re o+

    110C t'an -oo it do@n to room.

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    CIVIL ENGINEERING MATERIALS

    De+ine +ineness mod33s o+ +ine a,,re,atesJ

    PRACTICAL NO: 0'

    59ECT: To Determine t'e parti-e siQe distri73tion 7* sie)e Ana*sis

    met'od and to determine 8ineness Mod33s o+ -oarsea,,re,ates.

    A

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    CIVIL ENGINEERING MATERIALS

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    PRACTICAL NO.0(

    57=e-t: To Determine Spe-i+i- Gra)it* and 6ater A7sorption o+ CoarseA,,re,ate.

    Apparat3s:aan-e/ o)en/ net 73-kets/ air dried/ a tra* ti,'t -ontainer ar,er eno3,'

    to take 3p t'e sampe/ +iter paper and +3nne.

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    Spe-i+i- ,ra)it* O

    Apparent spe-i+i- ,ra)it* O 6!

    6!F?6F62

    Apparent spe-i+i- ,ra)it* O

    Apparent spe-i+i- ,ra)it* O

    6ater a7sorption O 61 F 6! W 100

    6!

    6ater a7sorption O W 100

    6ater a7sorption O

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    CIVIL ENGINEERING MATERIALS

    6'at is t'e imit +or -oarse a,,re,ates to a7sor7 t'e @aterJ

    Does t'e siQe o+ -oarse a,,re,ates a++e-t its spe-i+i- ,ra)it* and apparent

    spe-i+i- ,ra)it*J 93sti+* *o3r ans@erJ

    Me'ran (ni)ersit* o+ En,ineerin, and Te-'noo,*/ SA 'airp3r Mir4s 21

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    CIVIL ENGINEERING MATERIALS

    PRACTICAL NO.0)

    57=e-t: To Determine t'e 73kin, o+ Sand.

    Apparat3s:Meas3rin, -*inder/ 7o@.

    Materias:

    Sand/ @ater e.t.-.

    T'eor*:

    Sand @'en @et or moist s'o@s more )o3me t'an is dr* +orm.

    T'3s/ i+ a -ertain )o3me o+ dr* sand is made moist 7* addin,@ater/ it @i s'o@s on in-rease in )o3me. T'is is t'e +a-t t'at

    @ater +orms a +im aro3nd ea-' sand parti-e/ t'ere 7* -a3sin, t'e

    in-rease in )o3me. T'is p'enomenon is -aed K3kin, o+Sand.it is o+ importan-e7e-a3se -ertain +ixed proportions o+ dr*sand are to 7e mixed +or makin, mortars o+ di++erent

    spe-i+i-ations ne-essar* ao@an-e is/ t'ere+ore/ to 7e kept +or @et

    sand.

    T'o3,' t'e in-rease in )o3me +or -ertain per-enta,e o+ moist3re

    )aries @it' t'e ,rade ,ain siQe o+ sand/ in ,enera. It is +o3nd t'at" to % per-ent moist3re -a3ses 20 to !0 per-ent )o3me in-rease.

    As t'e )o3me o+ sand in-rease @it' in-rease in moist3re/ a sta,e

    -omes @'en @it' an* +3rt'er in-rease in moist3re -ontent t'e

    )o3me s3dden* +as 7a-k to its ori,ina )o3me in dr* +orm.

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    CIVIL ENGINEERING MATERIALS

    in-rease in )o3me o+ sand. No@ @e 'a)e to determine 73kin, o+ sand t'ere is

    57ser)ations and Ca-3ations:

    Vo3me o+ dr* sand in meas3rin, -*inder O V1 O m

    Mixin, o+ @ater )o3me o+ sand O

    3kin, O 3kin, )o3me F Dr* )o3me W 100

    Dr* )o3me3kin, O W 100

    3kin, O

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    CIVIL ENGINEERING MATERIALS

    PRACTICAL NO.0*

    57=e-t: To Determine t'e 8ineness o+ ordinar* 3i-ker a-tion @it' @ater and ,ain'i,' ear* stren,t'. o@e)er t'e s'rinka,e and t'e -ra-kin, o+ -ement

    in-reases @it' t'e +ineness +oo@ed 7* >3i-k deterioration. T'ere+ore t'e

    +ineness o+ -ement 'as to 7e 7aan-ed @it' amo3nt o+ -oarseness at t'e-ement.

    6e -an sa* t'at +ineness is t'e )ita propert* o+ -ement and 'as to 7e

    -are+3* -ontroed. In t'e past/ t'e +ra-tion o+ -ement is retained on$"m ?N5.200 ASTM ?s'o@n in +i,3re test sie)e @as determined and

    t'e maxim3m resid3e @as imited to 10 7* t'e @ei,'t o+ t'e 5rdinar*

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    CIVIL ENGINEERING MATERIALS

    o@ ,*ps3m e++e-t t'e -ement time o+ -ementJ

    PRACTICAL NO.10

    57=e-t: To determine t'e norma Consisten-* o+

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    CIVIL ENGINEERING MATERIALS

    mm +rom t'e 7ottom o+ t'e mo3d. In 5.

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    CIVIL ENGINEERING MATERIALS

    S.No. 6C Ratio 6ater

    Content ?m

    Cement Content

    ?,ms

    I.R

    ?mm

    8.R

    ?mm

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    CIVIL ENGINEERING MATERIALS

    PRACTICAL NO.11

    57=e-t: To determine t'e initia and +ina settin, time o+ -ement paste 7* )i-at4s

    apparat3s @it' di++erent neede atta-'ment.

    Materias:Cement/ @ater and oi.

    E>3ipments:

    Vi-at4s apparat3s/ initia settin, neede/ +ina settin, neede/ ,ass pate/

    spat3a/ 7o@ and meas3rin, -*i3nder.

    Dis-3ssions:

    6'en @ater is added to -ement a -'emi-a rea-tion kno@n as '*dration

    takes pa-e eadin, to t'e settin, and 'ardenin, o+ t'e -ement paste.Settin, re+ers to t'e sti++enin, o+ t'e -ement paste. At'o3,' d3rin,settin, t'e paste a->3ires some stren,t' 73t +or pra-ti-a p3rposes it is

    ne-essar* to distin,3is' KSettin, +rom Kardenin,. T'ese t@o terms 7*

    no means represents t'e same t'in,. In +a-t/ settin, is a -'emi-a a-tion

    t'at 7e,ins to take pa-e @'en @ater is added to t'e -ement and @'i-'-a3ses t'e pasti-s nat3re o+ t'e -ement to disappear so@* it 7e,ins to

    represent t'e -r*sta +ormation. T'ere are t@o terms o+ settin, time/ +irst

    is initia settin, time and se-ond is +ina settin, time. ardenin, is t'e

    Me'ran (ni)ersit* o+ En,ineerin, and Te-'noo,*/ SA 'airp3r Mir4s 2&

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    CIVIL ENGINEERING MATERIALS

    pro-ess t'at starts at t'e end o+ t'e initia setandindi-ates t'e ,ro@t' instren,t' o+ t'e mortar or -on-rete. (nder ,ood -3rin, -onditions t'e

    stren,t' in-rease rapid*.

    Met'ods o+ meas3rin, o+ initia settin, time:

    Settin, time o+ -ement is meas3red 3sin, Vi-at4s apparat3s. 8or initiaset/ aro3nd neede @it' a diameter 1.10.0"mm s>3are in se-tion +at

    end is 3sed. T'is neede a-tin, 3nder a pres-ri7ed @ei,'t is 3sed to

    penetrate a paste o+ standard -onsisten-* pa-ed in t'e Vi-at4s mo3d. T'eamo3nt o+ @ater re>3ired +or standard paste s'a 7e 0.%"Wp per-ent 7*@ei,'t o+ -ement. 6'en t'e -ement paste sti++ens s3++i-ient* +or t'e

    neede to penetrate on* to a point "1mm +rom t'e 7ottom/ initia set is

    said to 'a)e taken pa-e. Initia set is expressed as t'e time eapsed sin-et'e mixin, @ater @as added to t'e -ement to t'e time @'en -ement paste

    starts to set.

    Met'od o+ meas3rin, o+ t'e +ina settin, time:

    8ina settin, time is determined 7* t'e simiar neede +itted @it' a meta

    atta-'ment 'oo@ed o3t so as to ea)e a -ir-3ar -3ttin, ed,e "mm indiameter and 0."mm 7e'ind t'e tip o+ t'e neede. 8ina set is said to 'a)e

    taken pa-e @'en t'e neede ,ent* o@er to t'e s3r+a-e o+ t'e paste/

    makes an impression on it 73t t'e -ir-3ar -3ttin, ed,e +ais to do so. T'e+ina settin, time is expressed as t'e time eapsed sin-e t'e mixin, o+

    @ater @as added to t'e -ement to t'e time @'en -ement paste starts to

    'arden. T'e initia and settin, time o+ some o+ t'e -ement is ,i)en in t'eta7e ,i)en 7eo@.

    Me'ran (ni)ersit* o+ En,ineerin, and Te-'noo,*/ SA 'airp3r Mir4s 0

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    CIVIL ENGINEERING MATERIALS

    8ina settin, time O &0 Y ?1.2WI.S.T

    S. N5 T*pe o+ -ement Initia settin, time

    ?min3tes

    8ina settin, time

    ?'o3rs

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    Re)ie@ ;3estions:

    6'at is initia and +ina settin, time +or -ementJ

    6'* t'e initia settin, time o+ ;3i-k settin, -ement is ess t'an t'at o+ 5rdinar*