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KAM{JNTING PREMIX PLANT

(Company No. 15803S-U)

Lot418B, Jalan Perusahaan 3. Kanruntilrg lndustrial Estate, 346AA Kamunting, perak,

Malaysia.
?hone and Fax (605) 891-6528
E-mail : kampp@trn.net.my

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ASPHALTIC CONCRETE WEARI}.{G COTJRSE ( AC L4 )

(60170 pEN. BITUMEN & TTTDRATED LrME)

LABORATORY DESIGI{ MIXTURE

PACKAGE 2A
 r

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TASIERCOPY
1.1 @lVERAn,

The laboratory design of mixture was catried out in accoldance with the
specification demands and.as
described in following paragraphs.

1.2 CAL P CO

The physical properties of granite aggregates, quarry dust from Madujaya

eua,y Scln. Bhd. and Hydrated
Lime from universal Lime Sdn. Bhd. were tested using methods as stated
in thespecifications.
These tests
were mainly calried out by independent and some by Kamunting Premix's
laboratory. The testi,g results are
summarized in the followings paragraphs.

a) Mechanical properties of granite (Coarse Aggregate) :

r
I
tI Los Angeles Abrasion value : ASTM C131 t996 20.92yo
Soundness test : AASHTO T-104 0.30yo
Flakiness index : MS 30 23.lYo
Polished stone value : MS 30 51.9,

b) Mechanical properties of granite (Fine Aggregate) :

Sand Equivalent Value : ASTM 2419 - 2 80Y.

Uncompacted Void Content of Fine Aggregate
(ASTM C t2s2) ._i;
47.G40A
+
Methylene Biue Value ODOT SUppLEMENT 1050 :
:
2002 1 '37
Soundness Test : AASHTO T-104 4.3gYo
"

'j
c) Specific gravity and water absorption values
ri

Bulk Specific Apparent Specilic

Type of Aggregates Water Absorption
Gravity (SSD) Gravity
20mm Aggregate 2.6t0 2.629 0.44
14mm Aggregate 2.601 2.627 0.62
Quarry Dust 2.600 2.628 0.67
Hydrated Lime 2.21

i.3 PHYSICAL PROPERTIES OF BITUMEN

The bitumen 6a/10 penetration frorr#i#'Si$*used for carrying out the laboratory
design mix
The specific gravity is 1.03. The other properties are also in accordance with the
bitumen
quaiity requirements,
 COPY
UASTER

COI\TENTS
t
t
I:

1. REPORT

2. TEST RESULTS
 TTASTER COPY

I
I
t

1. REPORT
 i'i.+ er,BN,,Nc or accR&r'Es ENn LEsoR ToRy TrnHL-ryIfiASTER CAPY
Sieve analysis were caffied out to obtain the truly representative grading for each individual type of
coarse and fine aggregates. These grading were adopted for blending the combined grading within the
specified grading lirnits. Prior to laboratory trial mix w'ork.

.A series of combined grading were blended and testings rvere carried out on these grading to find orit
its void properties. From these results, the combined grading with the best void properties was selected
for carrying out the laboratory trial mix design. The desired combinecl grading comprises the following
propoltions of aggregates as given below:

LAoh of 20mm Aggregate

e
35% of 14mm Aggregate
53Yo of Quarry Dust
2Yo of Hydrated Lime

The adopted grading as shown in enclosed graph, was then blended and full scale laboratory trial rnixes
a

I
were carried and in accordance with the Marshall method as stated in specificatiorr.

Four samples at each bitumen content ranging from 4.0 Yo to 6.00h were prepared and compacted to 75
blows at both end of the specimens. Out of these four specimens, the test result of three of the more
consistent samples were selected and the one which was obviously erratic was discarded.

The }u{arshall pioperties of the compacted specimen are s'rimmarised in the tables A.1,0.2 and 0,3.
From these results, the average value of (1) Density, (2) Stability, (3) VIM, (4) VFB and (S)Flow
at each bitumen content are plotted shown in enclosed graph, the mean optimum bitumen content is
calculated as given below:

o
% of Bitumen Content at optimum density s.00%
o/o
I of Bitumen Content at optimum stability s.00%
% of Bitumen Content at 4..0o/o air voids 4.sa%
04 of ,
tsitumen Content at75.lYo voicls filled by bitumen 4.9s%
o/o 4"ss%
of Bitumen Content at 3mm Flow

Average 4.80%
 At the mean optimum bitumen content of 4.80% ttre li,larsliatrl plrp PY
Marshall properties curves are found to be within the requiren:ents o There are:

Ddalshall Propertiqs Yalue at _4.807o_Eit-:rmge $ pe,qificatiqn {-_trr&

Density (rnglm3) 2.334

Stability (N) 13700 > 8000 N

Air voids in mix (%) 3.40 Between 3% - 5%

Flow (mm) 3.4A 2.0 rnm - 4.0 mm

Voids filled with bitumen (%) 73.0A Between 70% - 80%

I Stiffness (ltl/mm) 4000.0 > 2000 N/mm

I a

l.s EINDINGg

The Marshall properties of the above proposed "Laboratory Design Mixture" comform to the
requirements of the specifications. Therefore the mix is proposed for use in the Asphaltic Concrete
Wearing Course construction.
 SsPY
*[slER

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2.TEST RESULTS

I
I
 KAMUNTING PREIVITX PLANT SDN" BHD.
sffipY
Proje,ct: Lab Ref.:
Location: Date: 25th Felrruary 20I3
Description: Asphatic Concrete Wearing Course (AC l4)
[est Method: BS 812, Part 103.1

Sieve Size rn 20.0 14.0 t 0.0 i 5.0 3"35 r 1.18 0.425 0.150:0.02S
I
.-t
lzo,,* Aggregale t
00.0 61.2 g:i.o 6_J J.J 0.0 0.0 0.0 0.0
. .l -i

4mm Aggregate I
I

t. . 1..
64.2 4.8 )) 0,0 0.0 0.0 0.0
I
i i 01 1
roo.
I

Quarry Dust .-t loo:o

I
100.0 96.7 oL. I 45.9 28.9 14.0 /.o
I

Lirne I
100.0 100.0 100.0 i 00.0 100.0
t..-
100.0
; 94.1

I
I
t
7o Used
20mm Aggregate l0o/" 10.0
I
3-L 09 0.3 0.0
t-{ry1nggl:9319-
-
35o/o 35.0 34.8 22.5 1.7 0.8 o.oio.oio.o 0.0
Quarry Dust 53o/o 53.0 ,1 53.0 s3.0 51:3 43.8 4.1
Hydrated Lime ao/
a /o 2,9 't 2.0 2.0 2.0 2.0 t.9
100.0
I

Combined l00o/o
-,-_,____,-._,1.
I 9s.9 80.6 ss.8 I 46-:9
. --6-:0 -
Spocification Limits
- 90.0 i 76.0 i 50.0 a9:o 4.0
-1-90:9 i - I

Limits 100.0 100.0 86.0 t ez.o 54.0 8,0

Blending Curve

110.0
I
100.0
I
90.0
I [,./
I 3.
-\
80.0 U (
(
o
; 7o.o
II

) t)
k
fr 60.0
{
S, 50'0
g 40.0
\ 7
, ,/, ,/
^o 30.0
&r
,r/
20.0 .:.1
! Y
10.0 ----ir-
ti
0.0
I 0.0 0.1 1.0 10.0 100.0

Sieve Size (mm)

 KAMUNTING I}REMIX PT.,ANT SNN" B
"tl{ffisrcncoPY
$PECrrrc GRALI:rLQE. MIXE&AGGBE GAllis

Type of Mix: Asphaltic Concrete Wearing Course (AC 14) Date: 25th Februuy 2A13

Percentage {Jsed Bulk Specific Cravity Apparent Specific

No" Material Used (%) (ssD) Gravity

1 20mm Aggregate 10 2.610 2.629

1 l4mm Aggregate 35 2.60r 2.627

J Quarry Dust 53 2.600 2,628

1
4 Hydrated Lime 2 2.21 2.21
{
t

Bulk S.G (G'u)

100

2.592
i0 35 )-i 2
+ + +
2.610 2.601 2.500 2.21

;
Apparent S.G (G'")

100

2.678
10 35 53 2
-l + +
2.529 2.527 2.628 2.21
 ,"-
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KAMUNTING PREMTX PILANT SDN. lBItrD.(15S03S_U)

Q,t
ASPHALTIC CONICRETE MIX DATA Lab Ref.:
Date: 25rh F ebruary 2013

MARSHALL DENSITY MARSHALL STABILITY FLOW

2.350 r5000.0 6.0

2.340 14000.0
*-\ 5.0

2.330
/" I
13000.0
I / 1
\ 4.0

2.320
3

12000.0
1 \
/
/'
J.U

2.3t0 2.0

2.300 10000,0 1.0

3.5 4.0 4. s s.0 5.s 6 0 6.5 3.5 4.0 4.5 s.0 5.-s 6.0 6.5 3.5 4.0 4.i s.0 5 5 6,0 6.5

VOIDS FILLED WITH BITUMEN VOIDS II{ TOTAL MIX

ST'IF'F'NESS

6.0

j 7000.0
5.0
80.0

{- 4.0
5000.0
70.0
T

3.0 I

3000.0 \
60.0
2.0
\

50.0 1.0 1 000.0

3.s 4.0 4.s 5.0 55 60 6.5 3.5 4.0 4.s 5.0 s.5 6.0 6.5 3.5 4.0 4.5 5.0 5.5 (r.0

r)
{)
t1
 KAMUI. .r- ..r ,HRElwtX ffLAN I DDr\. r.*- ,, r-N.5ou.r8-Ll
n,
MARSHALL TEST RESULTS

Project: Lah Ref.:

Location: Date: 25th February 2013
Description: Asphaltic Concrete Wearing Course (AC l4)
Test Method: ASTM D 1559

Agg.Sp.Gravity: Gsb 2.592 Bitumen - Specific Gravity 1.03

Gsa 2.618 Proving Ring Constant 20.4
Gse 2.6A5

Speci Agg. Asphalt Specimen Buik Density gm/cc Total Voh.rme % Of Voids Speci. Stability Florv Stitlness
No. ' I'oby ohby Wt. in Wt. in Wt. in Volume C.D.M. Ma.r. % 7o in Filled in Total Height Correcl. Diai Adjusted In irr

E^^+^-
Wt. Mix Wt. Mix. Air-SSD Air Water 9C Bulk T)reor, v o10s D I tUII l€ll

I 96.0 4.0 116'1.8 1 165.0 664.4 503.4 n-.:.: tB'., 53.9 ,

0.990 i 515 t24?t t.9
2 16qr8 11651 665.4 501 .4
- 2-ii4- b3. I 0.995 605 I 2280 2.0
_r
3 |]97 e 1166.2 665.0 502.9 2.319 53.g 0.990 610 12.320.
i ----'-i
4 1167."1 1166.4 663.0 504.7 2.311 64.0 \, 0.g8g I 600 12087 1.9
2.320 2.455 9.01 85.91 5.5 i r 4.09 60.90 5.08 12340 t.9 63 83

95.5 4.5 1t"/4.2 67 t.5 542.7 6:0

t
I 64.0 98_8 l 3094 L.O
- ]\72-,4 .0
2 1174.0 t17?? 670.0 504.0 2.326 64.0
9:88. .66U
i!2:b
3 1t'73.2 tll! 4 itt.o 502.2 -L.J S3 63.9 0.990 660 13329
4 1172.5 r r 70.8 666.6 505.9 2.314
2.330 2.437 10.18 85.85 4.39 14.15 68.94 3.9'1
63.8 0.993 650 l3l6l
13240 fi.a- 4
)
4619

I 95.0 5.0 I 179.8 I I 78.1 67 5.0 504.8 2.334 64.2 0.983 690 3.6I I
J.3830 ..- J
2 I 179.5 n7'/.'/ 6'7 5.8 503."7 L)J6 64.0 0.988 68i 13799 3.7 I
5934 3o
J

4
I 178.8
I i 78.3
111"7.2

1 176.5
674.4
67 t.5 506.8
?.334
2.321
63.8
63.7
o.ss:
0.995
680
67s
_ !3768
l3 701 J.6
I
2.335 2.420 11.34 85.59 J.JU 14.41 75.70 3.07 t3799 3.6
,4
 KAMUI, ; PREMIX PLANT SDN. B* } II'58038-{J}
0.3
MARSHALL TEST RESULTS

roject: Lab Refl

Location: Date: 25th February 2013
Description: Asphaltic Concrete Wearing Course (AC 14)
Test Method: ASTM D 1559

Agg.Sp.Gravity: Gsb 2.592 Bitumen - Specific Gravity 1.03

Gsa 2.618 Proving Ring Constant 20.4
Gse 2.605

Speci. Agg. Asphalt Specimen Bulk Density gm/cc Total Volume % Of Voids Speci. Stabiliry Flow Stiffiress
No. Yoby %bv wt. in wt. in Wt. in Volume C.D.M. Max. o
in Filled in Total Height Correct. Dial Ad.iusted in IN

Wt. Mix Wt. Mix. Air-SSD Air Water Bulk Theor A(- Voids Bitumen Mix t-o in!11 k o/rrrrrr

1 94.5 J.) l 183.9 677.6 507.9 2.331 63.7 0.995 660 a1

I !8_5:?
"r3?17
1186 0 1184.2 678.1 s07.9 2.332 63.8 0.993 665 13464 4.1-
3 lt85.l 11 83.4 677.0 508.1 2.3?.9 63.6 0.99S oou l -r+:'u Lt. !
n
1 186 1184.2 6'/6.8 s09.2 2.326 63.9 0.990 660 l::zs
l.J-1 t 2.403 t2.44 84.97 3.01 15.03 79.96 2.59 I 3430 4,2 ) I a6

1 94.0 6.0 I 190.6 1 188.8 679.2 51 1.4 2.325 63.6 0.998 bt) r?515 4.7
--^
2 ',192.4 r r 90.5 680.5 5l 1.5 2.327 63.v ^:..
U.99U 62tj I l) t-L 4.ir
3 1 i89. r I 187.3 67'.1.6 51 1.5 2.321 63.5 r.000 620 t2648
4 1192.7 1191.0 677.7 5 15.0 2.313 64.0 0.988 620 12490
2.3?-4 2.386 13.54 84.30 2.58 15.70 83.55 2.16 12561 27fi

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TE,ST REPORTS
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( PHYSICAL & MECHANICAL PROPtrRT'IES )
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SML
rAS EK sor L & MATERTAL$
specialised in sail, concrete
LIUbsF,E{-fi$-*.,
&Asphaltic cincrete Testing

DETERMINATION OF PARTICLE SIZE DISTRIBIUTIGN

Job Sheet No : JS/TS/002/PSD
Report No : TS/002/13
Customer l(PP Sdn Bhci Date Received . 21112013
Date Testing : 51112013
Project Qualitiy Control Tested By . Viknes / Buven
Test Environmental Condition :-
.t
:
Temperature min: 28.1" Cmax : 30
Type Of Material : 20.0mm Aggregate Relative Humidity : min : 52o/o max t 690/o
f-''
t
.
[; Sieve Size Weight o/
/o o/
/o Specification limit
Retained Retained Passing
50.0mm
37.5mm
28.0mm
25.0mm
20.0mm 0.0 0.0 100.0
I
14.0mm 1896.6 38.8 61.2
12.5mm
10.Omm 1446.9 29.6 31.6
6.30mm
5.00mm 1129.2 23.1 8.5
3.35mm 254,2 5.2 3.3
2.36mm
1 .'18mm
0.600pm
0.425pm
0.300pm
0.150pm
0.075pm
I
Pan '161.3 3.3

Total weight of aggreeates: 4BBB.Z (sms)

Remarks Sample Sent To TSIVIL By Customer

c Source Madujaya Quarry Sdn Bhd

IAE€( 6CiL & }IATEflIAS LA8 Sii

i83484fi)
Test Method : MS 30 : Part 4: 19g5 App

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DETERMINATION OF FARTICfl-E SIZE DI$TRIBUTION

0

Job SheetNo : JS/TS/002/PSD

Report No : TS/O02113
Customer KPP Sdn Bhd Date Received . 21112013
Eate Testing : 5hl2A13
Project Qualitiy Control Tested By : Viknes / Buven
Test Environmental Condition ;-

Type Of Material : 14.0mm Aggregate

Temperature : min : 28.1' C max: 30.7. C
Relative Humidity : min : 52'k max: 69"k
t Sieve Size Weight o/ o/
/o /o Specification limit
I Retained Retained Passin
50.0mm
37.5mm
28.0mm
I 25.0mm
20.0mm 0.0 0.0 100.0
4 t A_*-
I+.UIIIITI zJ.d 4.7 vv.J
12.Smm
10.0mm 1493.9 atrI o+.t
t 6.30mm
5.00mm 2528.1 59.4 4.8
3.35mm 1 1A.7 2.6 2.2
2.36mm
].
1 .18mm
r"'. 0.600
O.425ytm
:

0.300pm
0.1 50
0.075pm
Pan 93.5 2.2

Total ht of 4256.0 MS
I
Remarks Sample Sent To TSML By Custonier
Source Madujaya Quarry Sdn Bhd

Ipt€.r''. 5&i r. & $$ATER!AJ- S

Test Method: MS 30 :Part4: 1995

(*'lnr,,rej
ApFflrrsd $ig*atrirg
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TASEK soll q MATERIALS LAB sDN. tsHE. (B34B0eK)

specra/rs e d i n soi/, con crete &,qspnitii i ci, irrt )rrriing

Job Sheet No ; JS/TSt}OZtGC

ort No : TS/002/13

14.0mm Aggregate

100
-"-----------+
i
90 i

80

70

60

s
.P 50

G
o- 40

30

20
JE
10 >
0
+-------
3.35mm 'l0.0mm
14.0mrn 20 omm
9rn
Sieve Size

. frtjii:i(,SCIL
f,
ApprovedSignatory
6. MAIERLqJ_S
(e34aosx)
LAB SDN. rjh,.l
(?
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 IASFK SQIL
TSML Specra/ised le MATI RIALsqffiT.ffiB#SP;T;,,,,.,
in Soil Concrete & Asphattic Caiiiete Testing -

D'

DETERMINATISN OF PARTICTE Sf,ZE DISTRIBUTION

Job Sheet No : ,JS/TS/OO2/PSD
Report No : TS/002/13
Gustomer KPP Sdn Bhd Date Received : 21112A13
6
Date Testing : 51112013
Project Qualitiy Control Tested By : Viknes / Buven
Test Environmental Condition :-
:
Temperature min : 28.1" C max : 30.7" C
Type Of Materlal : Quarry Dust Relative Humidity : min : 52o/o max:690/o

q_: Sieve Size Weight o/

/o o/
/o Specificatiorr limit
Retained Retained Passing
50.0mm
37.5mm
28.0mm
25.0mm
20.0mm
14.0mm
t 12.5rnm
10.0mm 0.0 0.0 100.0
6.30mm
5.00mm 66.4 3.3 96.7
3.35mm 281,5 14.0 82.7
, 2.36mm
1.18mm 744 JO.O +J.V
0.600pm
0.425prn 347.9 17.3 ,RA
0.300pm
0.150pm 293.6 14.6 14.0
0.075pm 124.7 6.2 7a
Pan 156.9 t.o

Totai weight oi aggregates: 2011.0 (grns)

Remarks Sample Sent To TSIML By Customer

Source Madujaya Quarry Sdn Bhd
t
TA*f,K s#i & utIERtaS
(E3480tr.)
LAB Se'{

Test Method : MS 3O : Part 4 : 1995

. +.'. ' €.*$roaalro, taa

t C*gru€sty
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TASEK solL $, MATEIRIALS-LAB EDN. BHD. ry ! "- '

SML Specra/ised in Soil Con ci;rete A AspfritfiiConciefe-I-sfi;;
n 1u,ouo,*y

iob Sheet No JSiTS/OO2/GC

ort No TS/002/'13

Quarry Dust
100
-_------+
.+--------
90

80

70

60

#
;'?
D E^
CJU
'G)

o
o- 40
}}
30 an
20
-l
rn
10 - *
o---- f,
0 c)
0.075pm 0.1 50prn 0.425pm 1.18mm
Sieve Size
3.35mm 5.00mm 10.0mm
D
€
app.o,uffi40rIYtffif uBw{

Asa I
 l\ TAStrK SffiIt & MAT'HR#ALS
Specra/rs*d in Sofl Concrete &Aspfoa/fir C
ffimf*,.,
F

DETERIT4INAT'ION OF PARTIEtf; Sf,ZE MISTffiiBI-JTIOru

Job Sheet lido . JS/TSiO02ipSD

Repod No : TSit)02/13
Customer KPP Sdn tshd Date Received . 221A2fiA13
Date Testing . 23fi2t2013
Project Qualitiy Control Tested By ; Viknes / Buven
Test Envirorimental Condition :-
I
Temperature : min : 28.1" C max: 30.7'C
Type Of Material : Hydrated Linre Relative Humidity : min : 52Vo max:69To

Sieve Size Weight Yo

a/a
Specification limit
Retained Retained Passing
l' Eh f1m*
JV.UrttIrr
37.5mm
2B.0mm
25.0mrn
2O.Omm
14.0mm
12 4mm
10.Omm
6-30mm
5-O0mm
3.35mm
2.36mm
1 .18mm

0.600pm
0.425pm 0.0 0.0 100.0
0.300pm
0.150pm 0.0 0.0 100 0
0.075pm 44.7 5.9 94.1
Pan 713"3 94.1

Totalweiqht of filler: 758.0 (qms) _Wet Sieving

Remarks Sample Sent To TSML By Customer

Source Universal Lime Sdn Bhd
I

I
Test Method: MS 30 :Part4; 1995
TAsEK sorL & $8ftRYfLtttr8b"fl,
e09 K)

raj
Signatory
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TASEK SqlL MATEE|AI_$ LAB

cS; ; ; ;ai' {e s p n a ttii cii i&t*qDN.
specia/rs e d i n so,?,
Te stin g
BHD. (83480sK)

Job Sheet No . JS/TS tOO2tGC

No TS/002/1 I

Hydrated Lime
,0,
I

ssi I
I

i
I

I I

sel I
I
{
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'1'
j
97 .i. I

i-

-.96: :
ol
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a-i :

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:
94r

9sI
I

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l

3
F
ori I

i C"
-l
i

9r .l
I

lfl
7
I I
0.075pm I
0.1 50Um
v.+zcpm
Sieve Size

f)
TASEK S 0tL & iUA'iE iiilrLS
X
I lD
snN
D
-u
a.rrartg4rroo
GR
SiUnatory
I
 TASEK SOIL & MATHRIA t{s qB0P,!,*,,,
TSML Specialised in Soil, Ooncrete & AsphaItic

I
DETERMINAT!oht of: PpTRTTGLE DEFJSTTES
& WATER AESoRprrofi{
BS 812: FART Z: {99S
Job Sheet No : JS/TS/0O2/SG
Report No :TS/002/'13
Page No : .

Gustomer KPP Sdn Bhd

,} Date Received :02/01/2013

P roject Quality Control

Date Tested :07/0112013
Tested by : Selva/Buven
Test Environmental Condition :-
of ate:20.Omm
Temperature : min : 28. 1"C max : 3C
r.,C Relative Humidity : min : SZa/o max : 6g%
DESCRIPTION
SAfulPLE NO
.)
1

Weight of saturated surface _ dry 1504.3 1507.3

I
[J Weight of basket containlng the sample tr a
1514.5 4
rJC4lu.l.

I
VVeight of of basket in water ( grns
) 586.1 586.1

L) Weight of oven - dried agg in air ( gms 1498.3

) 1 500.1
Mean Value
Specific gravity on an oven _ dried basis
1
2.603 2.594 2.599
I
(Mg/m3)D/A_(B_C)
Specific gravity on a saturated surface dry
2.614 2.607 2.610
[4 /m3 A/A- t:)n

ry
TJ
Apparent specific gravity
z.oJ I 2 627 2.629
DID- DA

4 Waterabsorbtion (%)
a.4a u.+o 0.44
100(A-D tL)
iemarks
lburce Aladujaya Quarry Sdn Bhd
iAsEti s.cii & i"JAT:RiAL.l tAE 3rt{ Eri
ia3-: tci,k)
:ST METHOD : BS 812 :pART 2 .1 975
App

b t6l
$ignet+ry

,l
 TASEK SOII & fuI ATfiRlAt $#:.1803K,
T'SML Specialised in Soil, C oncrete &,Asphaltic oficfe fe lesfrrgT

DETERNfiINAT'ON OF DEN$ITIES & WATER /\BSQRPTIOru

']ARTICLE
BS81A:pART?;1995
Job Sheet No : JS/TS/1102/SG
Repart No : TS/00.2/13
s
Custorner KPP Sdn Bhd
Page ilo :

Dale Received .02t01t2013

Project Ouaiity Controt

DateTested :07/01t2013
by
TesteC : Selva/Buven
Test Environmental Condition :-
TI eof ate: 14 Omm
Temperature : rnin:28.1"C rnax:30
NO DESCRIPTION
Relafive Humidity : min : 52o/o rnax : 690/o
SAMPLE NO
1 u

'-a Weight of saturated surface - dry 101 1.5 1016.7

B Weight of basket containing the sample 1249.4 1211 .7

I

Waight of of basket in water ( gms 586.3

j )

D Weight of oven - driecl agg in air ( gms 1005.6

) 1010.2
I
Mean Verlue
Specific gravity on an oven - dried basis
I
2.589 2.582 2-585
I (Mg/m3)DiA-(B-C.)
Specific gravity on a saturated st.rrface dry
2.604 2.598 2.6A1
I
M /m3 A/A. B.C
Apparent specifl c gravity
) A)A 2.625
D/D- B-C 2.627

4 Waterabsorbtion(%)
lt h0
0.64 0.62
100 A-D /D
Aemarks
)OUfce Madu Jaya Quarry S/B
iAn=*?,. :tr-liI f: UATEftiAj.*i :-e.! tii;.;. Blia:
(,tr?.+Atta<l

ST METHOD ; BS 812 :pART 2 1975

Approved Sig
I
Gff.. G'-lns
 TASEK SOIL & MAT F.RIALS
P\
. (834809 K)
TSML Specialiseci in Soil, Concrete & Asphaltic LI

i)

DETERM!NATION OF PARTICLE DENSITIES & WATER ABSORPTION

13S812:PART2:1995
Job Sheet No : iS/TS/002/SG
Repoft l.lo . TS/002/13
e Page No .

Customer KPP Sdn Bhd Date Received :02101/2013

Date Tested :07|ilDA13
Project Quality Control Tested by : Selva/Buven
Test Environmental Condition :-
of ate Dust Temperature :
min : 28.1"C n
Relative Humidity: rnin :52ok ma
\
I
NO DESCRIPTION SAMPLE NO
1 2

A Weight of saturated surface * dry 101 8.3 1034.3

B Weight of vesset containing the sample 2133.1 2142.4

\- Weight of Vessel in water ( gms ) 1506.2 IJUO.Z

D Weight of oven - dried agg in air ( gms ) 1011.5 1427.5

Mean Value
Specific gravity on an oven - dried basis
1
2.584 2.581 2.583
I
(Itlg/m3)D/A-(B-c)
I

i Specific gravity on a saturated surface dry

I
L 2.602 2.598 2.600
/m3 A/A-(B-C
Apparent specific gravity
J 2.630 l.tJlO 2.628
D/D-(B C)
,,

Waterabsorbtion(%)
4 0.67 0.66 0.67
100(A-D)/D
Remarks :

Source ; luladu Jaya Quarry S/B

1A$€X EslL I bTATERIAIS LA8 ST
(B34iC?f( i

TEST METHOD : BS 812 :PART 2 'l 975

t
GR I
fi9prov*O
a
 e

TASffiK S#lL & h/nATffife-'n ALS r_/{

Specrallsed in Soi{, eancrete & Aspfia/fic

SPECIFIC GRAVITY OI. FILLtrRS

Job Sheet No JS/TS/O1 S/GRAVITY FILLERS

Customer : KPP Premix Plant Sdn.Bhd Report No TS/018/13
Project : Date Received 231O2t2013
Location : Date Tested 2310212A13
Description : Hydrated Lime Page No 2 ol2
Tested By Viknes
Specific Gravity of Kerosene Oil: 0.786
4
Test Environrnental Condition :-
Temperature rnin :28.60C max : 30.70C
Relative Humidity r.nin :56% rnax:69%
d

Gravity of Hydrated Lime = Weioht of Hydrated Lime

x Specific Gravity of Kerosene
Weight of Kerosene Displaced

nf Qnil

No. 1 2
Bottle No A B
of Empty Bottle ) 26.605 26.605
of Filler + Bottle 35.370 35.325
Weight of Filler (2-1) 8.765 8.720
Weight of Bottle + Filler + Kerosene (3) 74.45s 74.417
Weight of Kerosene (3-2) 39.085 39.092
of Kerosene ln Full Bottle (4) 42.196 42.196
ht of Kerosene Displaced 4-(3-2) 3.111 3.1 04
Gravity of Hydrated Lime 2.214 2.248
rage Specific Gravity 2.21
I

Remarks .Sample Sent to TSML by Customer

Source Universal Lime Sdn.Bhd

Test Method : BS 812 : Part 2 : tr995 Approved Singnatory

'iA#gX
SSiL & MATETtiAtS lF,fl {r#{
)
(83480+K)

0
 r!

.- .f+ i.rl :r)1:-t 1(.r:!7 F-L\ ti{.);9t11(ii;:,)

,s$gIEBcoPY
Ii.i.]IT.:iTI]i(.: PRE]JI.\ FL\-';I

0;

ffi'
IJ
jffi={ffii
NIVER.SITI SAI I{5 M,qLSYsLq

]:IICH\\ AY ENGil.IEEFINC LABORA IOF.Y

SCIIOOL OF CIVIL EI.]GINEERT,G
U\ i VERSITI SAti{S MALA l,Sl,i\

LOs ANGELES ABRASIOI'I TEST

(RJiTERENCE: A,lTIl C L51 - 0{ii
s

PITO}EL-T TFIE 2NDPE},,A.\.; BRI])GE PACKAGE 2 : SLFERSTRU('iLIt.lE IVORKS OF

€
APPROACI{ Sl';i'iS
( CLIE\I soIL cEhntAi-,rs so,v, (csl)
Br.rD.
SAMPLE I+MM
SOURCE KAj\{TINTIh-.J I"I IEMIX PLAN'T SDN. ET{D.
, TOB NO. HWIPPKAU}:h,I/II;I(A)I2OI2 ;)ATE TES1ED x,1il2/2017

TEST FAILAMETERS

Grrdiag Designit ',in I

1\t.,-.l-A,,,€ D,-r/., t,,. ;..-.. 4ilil

Rontion Specd 30/33 rpm
r.{ur.bcr of Sl+el i l'dls R

TOST RESULTS

SempJe Designation Pltl Pt(2

lv.tass of samplc (Ml,) 5000.0 g 5000.0 e

Ir,lrcs of samplc passir:g ] ,;t) mnr sirvc (Ml) 2020.2 g 2s58.5 s

Lcs AngclosAbrasion vahrc' I lLi'l. f OO 10.5J "k z'1.10 %

\ hlt )
I

,
AvpFfl&e of Los A:rgeles Airr;:;ion Vai,.res i{).92 %

-l'asts
Rcrnnrls: rvcrc currieri 0u: o:- :..nrplcs d.elivercd b)' the ulienr. I-.lnirltsili 5ainr N'lalaysia (in *ny case) shrruld nit be
mzrdc rcsponsibleonthc cr :irt cf t.tc sttnples,

't'estcC
by
;41fiyv-
.,/.. .. ..-'-...' Checked b,
{^"d)
\pnc \Efie Prof. 0r. Meor Oilman Harntah
.
Zulhairi Bir: .r.ritir
Pusal Pengajian [ejuruteruan ,\Y]a
L)atc a4.iLt/-i01j Dutc : Universiti Sa(ns Malavsia
 ri.r.,1 ;()r? r(l:E.? r-La QI-trail-Loa;D ri.t_flr-:\-f. t:\.:-i r..Ef1 I _\ I-L,i_-:r
TIASTER gSPY

FIIG HW,.\}' ENGT^I 9I]FI]!C LAF ORAT(]RY

SCHOOL OF CIVII- ]]NGI]'IEELI]'IC

ffiiffihW
LINIYERSTTI SAlNS rylAL.AYsI^
IiN}\GRs ITI SAIN S I,IALAYSIA

D,'$ TER}TII{ATION OF SOUNRNESS YALUE

(REFEREI'ICE: A,4SIITO T - I 04)

WOF.KS OF
P&OJECl TIIE 2}iD PENA.}I(J Bzu])GE PACKACE 2 : SUPERSTRU(:TIJT{"g
APPROAC}]SI"..NS
f
CLIENT SOIL CEN',t".R-AI 1ll sD\.IIHD. (csl)
seturlr I4MM
sor,rRCE KAI4{TNTINC FriEMi} PL.A.N'r SDN. III{D,
.toB No- rW'rpFr<auSh/1, ,6t(A)2012 DATE IESTED 24112t2412

TEST FDSULTS
t1,
qUANTITATIVE DATA

Mass Mass Loss, Weighled

Eof
Origin*l Fractiolt Pcrqsntagc
Sievc Size 7o
ot'o
Eeton, Lors,

1o 50 trtm 0s
0 g) (i r.0 to 3 /.5 l-rul1
J0 ro 37,5 mm

37,5 ro 25 ram 0g
.r) ro ly rIrIIl nr
w6
1i:shiQnrm
t tt.t

t9 to 12.5 mfi1 670.69 c

to{l?,1I 2.54 0.20
17.-5 to 9.i tilm 31 1.43 A, I i i' :o 9.1 mm 76.95

L2i 0. l0
9.5 ro 4.7-5 n1rn 300.2] t 23,05 3(r0.21

100 r ?n, 'l) 0,30

f+uls

QUALITATIVE OT COURSE DA[A

Particlcs Di Toul No. ,:f

Sicve Size
Ulsimt Crumt tnE tlacri Flalcing PAItlclcs
ol, j\t No. N,t. :/a No. Bel'ore Tcst
No. ) %

6l ro 50 rnm
0

50 to 37,5 trm

37, j to 2-5 mrt

2J ta 19 mru

Remarks:Tests wcrc czuricd oul .ir' sadrpl.rs dclive:ed b-v the

clicni. universi:'i Sains Malaysie (in any csse) shou]d oot be

made rcsponsiblc on the origin of ri',: .;uuplcs'

4/^jl)
I:srcd by -7zudh/h*' Chceked by
Hallzah
N*trte
Prof. Dr. Meor Oii:i:an
f*,nrnro,,^r- ', n AYJor6
Pusat Pengaiilrr iiuirlt:ttrau
Nanrc

Dare 04/Dt!L0t3 Dale tuniversiti Sa;ns tu1aiaYsits

 "_1 \ OPY
SECGIUD FEf'.i.A.idG -qRiDGE pACKAGE: 2 SUPERST*OgliiiqE i;i; i.l sir,4N$

#ffi_ ssri centtrala&-r

ESS,qI\iD ELeFlGATleLi.J
w sendEriar"l Lrerhad FLAKIFJ 9i,l EE X P.Fi F.f:F .NO: Fi{ / 2C0'i

PRO.JECT PENiANG SECOI{D CROSSiNG tsRiDGE (pzB) D,ITE SAh4PI.E 23i"t1i2412

SOURCE KtrP PLAI'.I T (KE tui U i'lTli\ic ) D,\TE TEST 27i11i24i2

A.N4I]L E PROPEL I UEtvlc (i4mm AGGREGATE SSN{PLE NO 001

Aggi-egate Size Fraction .Flakiness lndex trlongation Index

-[hickness
Aperture Size Gauge Leirgth Gauge

Passing Retained Passing Retained Passing Retained

A B B

rnm mm o o g s

, 63.0 50.0

,?
50.0

37.0 28.0

28.9 20,0

?o"o 14.0 J.v J.O 13.7 0.0

14.0 10.0 189.5 430.4 56,6

10.0 O,J 234.2 983.2 464.4 753.0

TOTAL 427.6 1423.4 1041 .4 809.6

i

s lVl = g Flakiness inder M3 X 100

o/
lo
f/l2 1851.0 427.6 t3. I
M2

tu13 )( 100
l\4. 1851.0 s fu,l: = 809.6 g Eiongation index
[/,
qJ. / la

* N,l2 = p,+3

Ms=A
Renrarks : Flakiness Index for 20.0 mm is = 23.1 To

l-ested By V/iffiss By Witness By \ /itness By

IJ
V- ./ ,tl /
ESrf-AIL EL--
,tl .
'
1./-?(..,

lJ'B fVdYrc-rt'a<ra
. ,'--.r-. r1.
t tt L CEi:1.its4Lr5P- .qDI'l #.**
''"l i '
Q.!{.-:C EtgLl.l:
C;;i'in;ii,ic jir. iiiJ.
U=,.i
J.-ii U-5ntralab 5dn rn.J
vlh_
Eit\yt', i--,C, :,r-.r.--,i ir:ir';:.:'i);l
--? i ta l^
\

re :3 5 lf i/1,-il'*.
fai,?2;.;)i-A
 '

.11 I I l{r1.:i l(r:;l:; F'.r'-\ t,lrt'i5!}11.1i:li Iirllj.].I i.\(.. t'F.}-.ul.r, !L-f i gGPY
TTASTER

iilkYtu?i
Ut{ tv sRslrt $AlNs M.r'r^Avsta

SCHOOL OF CIVIL ENCTNE ]RNG

! UNIYERS]TI SAINS MALA YS]A
HI(]HWA Y EN G i].{TEzuNC LABI )RATORY
a
I]f ] IiRMiNATION OF THE POLTSH-E,}) S'TO}{E V,{LUE
0TEFERENCE: BS EN iJ036- 4: ?003)

I
PRCJECT I 1'I'IE 2NP PEISI.I'.] I}RI )GE PACKACE 2 : SUPERSTF.L'(:"IUT.E \TIORJT-S OF
r.,\S
.4PPROACF: S
CLIENT : S00- CENTRII !l SI)\. Bt{D. (CSL)
SAMPLE : I4Vlvf
SOURCE : K,{MUN.^'TI};O PiI€IYID. FLANT $DN. BIID.
: lIl!'.?PKAU$i'1,6t(A)?012 DATETDSTED u!17n017
-roB )io,
:

RESULT

<pFf'r\,iF\ L-ONTR(II- CON|ROL2 SAMPLE I SAMPLL l SAIIPLE J SAMFLE 4 ST1MPLE

,5J'ECIME.T* 1i 12 t3 14 I .L .J 4 5 6 7 8 9 10
N0.

I1LIN NO, I 52.0 srJ,3 5 t..3 \U. J 5l .0 50,3 49,3 It./ .r.o 7

RUN:JO 2 -'){1, / i:. ( -50.3 51 .7 -(0.7 49.7 50,7 J I.3

\,IEA\S Sr =509 Jr - JU.J 57 = 49,5 Se = 50,i

pSy=S+51-5.C

$Ar\.11,. ..1 I SA-IvIPLE 2

I
SA}{PLE J SAIvIPLE I S^MPLE J

PSV (1 :1 .9 50.9 57.6

J\{EAN PSV OF S,AMPLE = 51.9

al-vcasc)should
Rcmrrks Tcsls !v*ie ca!,i1.-,i nLi o tthe s&Dplcs d:lilcred byrhc chrn,. Lirriversiti Sains ivlelaysia 1in
r:or bc made rBi p.,.niibic on IIc 0:'i!in of th: santF!es"

fs::ei E-, V.t4 h"ttru' Clitckcd 81

-ul-^l
N"..rrc /zulhrir: A:irin
Bic NirrlC Pr-cf. D!" Meor Ctlrman Hamzah
rt4;t)L,|Ol i Dc.t pl Jt ter,ga:;a'n llciu'u"eraan
Arvim
ri,ii 5ain: ['laizvsla
0
 {.

*'l{ [:--L\ lii\fl-\-f l.:,. lli

coP\
',1 :rr1-1 I,rr:l:;
ti]1)551r l(-i.-i:\r t'FrEll F'L,!r:f +ii)r,.1
t

I i)ET i;.RlUiNATIOn- OF THE POLISHEIt 5IC))T VALL,E

a (TTEFERTNCE : BS EN 130]i5 - x : ?oo3)
e

i)iiOJEL-T THE 2.-, pEt....I.). , i3rill)GE P,{CILa"Crr ? :SL?ERSTP.L.( rUrLE \YOR}iS CF

.LFPROACI{ SI'.'\S
CLiE}.7 SI]JL CENTII,IIi- IE SD,.i, EF{D. lCSL)
S-A-\4PLE . l4kl'V
SC)LIRCE . Flt\{L-l-Nfln-6 P,lE\{fX PLru.{T SDN BHD.
JOB NO : H\&",PPK-AL lir-[r' :i ) (A)i]012 DAl'tr TES'IE'D : ?4i17/7Qt2

FRICTIO},I TEST REAN{h G

RUI{ I0.: I

I SP6CIMEN MEANS OF
1 3 I 3.4, aryNl
0
() a,
0 J1 51.0
1
'r 52
2
t[9 5(t 0 5l (n'l
-l 50
4
5 5o 50'49 JO 49 49.3

6
<') 51.7
:;l 51

I
I qy.
9 .t9 49 49 50 I

tc
I tl qa

17
*.- ,2I__
t) J,I
5I
50
I'3
,lt 50.3
:5

I1 5I 50 5l.l
at 5l 51 50.7
i4 .;0

FRICTIOI\ TEST READII\ G

RLt{ NO, r 2

DE1'ERIv1I]'iATI lN iuEAl'is I
j SPECiI\4EN
:
+ f )
NO I ? 3

i2 50,7
I t1 ;0 :.2 5A

ia 5l 50.7
) 50 50 1

4
/.Q 0 50 49. t
5 49 :1

o
7
't il 50 :i0
B i
)l l
l) _i,.1 i0 52

1t, I

5l 5A.1
lI :l 5t 50 a1
t1 il
.,j 51 51.0
11 JL
0.3
13 51 )U ir ;'0 50 5

sL 5 t.1
t4 57
 \+ r,1 :ri13 1(i:.33 F-LI 6(j5'i01U5:8 Ii{.\tlliT I] (, FREII t ..; !'l_r- l'
,' .

$ASTERSOPY
I

ffiiffittult
ur.fl vpegrrr 5a, N$ MALAYgIa

i
MC;HS.AV ENGNEEzuNC LASOR/I rOR.y
4-, r/'rAl nr nrr^TllEID
y iL Ei\UL]Lllul n'/-,u
DL.1U(JL L/.r L[
^r\rrr
U :ilVERSITI SAINS IyIALAYSI;r

$AND EQUTVaLENT VALUE

(T,EFERENCE: ASTM D 24\9 .7")

PR()JECl- THE ?"O PEI'1,4}';i] BRI']CE PACHAGE 2: SUPERSTRU( TUfT$ WOIINS OF

f APiIttOACH Sl);\NS
-, mrrr $orl L'ENT]LAr..rB SDN. Bi{D. (CSL)
SAMPLE QUARRY DUS I
SOT]RCE Kth.lljtJ'lf]';C P!(EN'lIx PL.aNT SDN. BHD.
]QE NO. FiVr'PFKLL;Sltli '51(A),20I2 D,{TE TES'I'ED
I

TEST RE$ULTS

Samplc Ntt, QDI QD2 qD3

Reading, nrtr (StL) I00 100 9',7,0

SE+nd

t25.0 t?,0.5
Ctay Reading rn:r (t-li:1 1?5.5

(
R
S*nd liquivalcnL ?i' Si, =' x 100 79,68 80.00 80,50
Cft

l Mean SE, (ti:e ltert ',v'irlc nuinber) ?i 80

(in aay cose) shoutd not be

p,$marrs:Tcsts 11,s1g ssri€r{ o,:i o:r ::rrnplc:. dcliver*J by thc cliurrt. Universi:i Sains Malaysia
n-:adc rq-:snr-rnsiirle crn thc rrr:l'irl of hc samples.

G-,//, -/
0
-t'---t{t uL"1- Chcckcd by
fesred bv
t'
Naine I ZilturiBin,,.ri:lr Namc
Proi, Dr. l'vleor
OIhr':ran Hamzah
Awbrn
Dole 041011?0t3 l)ate r' rial' re.g'1ian Kelur;neraan
---' t'/13iaYsia
Uniier:tti 5ains
 a\
1l l,l :r)1.:i 1r.,:._1 I F.L\ tr'U.i5$lG.l:! Ii$tllTi.i(. PFEII.\ F.LL\-| {.r 11
"r

TIASTER COPY

ffiirukftit
Utu Vens rr r E;r NEE}-.6ys rA

I' CHU'AY ENGINEER1NC LABORA. TOI?.\'

I

SC.{OOL OF CIVTL ENGINEER-ING

U{VERSi TI SAI}{S j!{ALAYS In

0
UNCO.!{P ACTED VOID CONTENT OF 6I$E ACGREGATE
(R]IFERENCE: AS?M Ct2S2 - u3)

t,.
t PROJECT l'HE 2*'pE\.r-);(i BRI:)CE pAcKrGE ? : $upERSTRU(:t'uRx woRKS oF
A-PPf.OACH S},.,.\S
CLl-uruT SOIL CE}{TRA L,'B SDN, BI-ID. (CSL)
S.a}.{PT.E QI-IA-RXY DUS'I
soliRcil K-4.\,iUI.ITTN. G I] :i EiViD. PLANT SD].j, BHD.
ioB No. i1-W'iPFiLiLlSitl; 6l(lt).2013 DATE'T"ESTED
"4i1u20i2

TEST R.ESULTS

.Sa":nplc Ircr. qD1 QD2 QD3

1l Volunrc of c;,lindrical rnri].;.trF. ri (V) r00.t1 100. I t i00_r I

r)
Mass of fine a6gr€gat(:, I 1 I 145,23 1M.56 144.59

1
Dr-"-' rcledve density o1'Ii:rr. irggregatc (meruured) (G) 2.131 2_13 t 2;7it
I

Uncomp$olic vci,ls ir-. 1!-rr; rri:teri:l- 7o

IT
-
y""$tG) rl 46,8E 47.13 47 .11
I
L'

brlcan Utrcon-.pactcJ vr>iis i:r rhc niuleriaJ 7'o 47.04

[icmr.ic:, fcslr; ite:e c:rrid,j ou; 4,-r 'i:5npig; Celivcrcd b;,th: clicrt, Universiti Sains Malaysia (in an-v cuse) should n.lt [.le
made respor:s:ble orr tlrc ,r: gin of ihe samplos,

ft 'L'csrcd
by
;-rd/t r-
,r^A
Checkcd hy
/
Ne-rre ZuJhairi Bin ,\rl I r Namc Frof. Dr, l','iecr Ot'-'man i{am::ah
D*:e t4/0te0i3 F r-r":;i ee r,3;:ji:n iiej':r'uter?an lwafll
Univc;riti Sains tvlaiaYsra
a

I
R COPY

ffir:httufr
U tvllFsr,l
NtyERsrrr seir.r s

HIGHWAY ENGINEERING LABORATORY

SCHOOL OF CIVI ENGINEERING
UNTVERSITI SAINS MALAYSIA

DETERMINATION OF METITYLENE BLUE ADSORPTION VALUE

OF MINERAL AGGREGATE F'ILLERS AND FINES
(RDFERDNCE: ODOT SUPPLEMENT tlSZ :2002)

PROJECT T}G 2M PENANG BRIDGE PACKAGE 2 : SUPERSTRUCruRE woRKS oF

APPROACH SPANS
CLIENT soIL CENTRALAB SDN. BHD. (CSL)
SAMPLE

L SOURCE
IrIEl TIr\
QUARRY DUST
KAMI.JNTING PREMIX PLANT SDN. BHD.
EIIV/PPF'JUSM/16'(A)/20L2 DATE TESTED : 6A/A2t2013

TESTRESULTS

SampleNo. Trial 'l'rial 2

I Trial 3

Milligrams of Methylene Blue per millimiters of solution, mg/ml (C) 5 5

I
5

Milliliters of Methylene blue solution required for titration, ml (V) 2.5 2.7 3.0

Mass of dry materials, g (W) t0 l0 l0

Methylene Blue Value, mg/g

MBV = (g!-) 1.25 L35 1.50

\w )

Mean MBV, mg/g 1"37

Remarks: Tests were carried out on samples delivered by the client. Universiti Sains Malaysia (in any case) should not be
made responsiblc on the origin of the samples.

lr,l
i , .,,1
.
i""""
-!,{{.1'(.,r-*' Checked by
Name : 'ztihai'i Ilin Ari{in Name . Frof:,es 0r tt^ *, Othnran
ilugot Fengajian l(ejuruteraan
Date : a7102t20t3 Date
Karnpus t(ejuruteraan
Universiti Sains
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aflASTER CSPY
I-l l)l l(r1..--i 1tl:.'-l 1 F.lr, {-ilr.;5ir ii:l 5jt 5 Ii{\II- lalI.,r.. FF:E_ri l,r, pLi\-l-
i

ffi,
:- fftr,Tffi,
LiNIVERSIT' SEIUS MALAYSIA

i:rlQss o" EIICINEERNG LABORA rOR\.

SC]IOOL OF ClV}L E}IGINEEP,IA-G
LI.UVERS jTr $ArhjS ir,1ALAySL,r.

O T IER}III.IATIOTV O.C SOUNDNESS I/ALUE

(S,TFERENCE: A,{SHTO T - 10.1)
t

I PR.OJECT TFE 2No pEn*A r., . ; Blu) )GE PACKACE 2 : $UpERSTRI-rcrul{E worrKs oF
( APPROACH SI';,l.IS
CLIENT St)tL CENTITAt..\E SDl.J. BI-ID. (CSL)
SAMPLE QUARRY DI.ISI
SOURCE K-4i*1UN fiNG i:'i.:EMIX PLANI'SDi.\:. BIfl,
JUD T\U. Hryl>t)KAust":l l lil (A)i 20 t2 I)ATE TEg'rgD : 2,41t2tl0t2

TEST RESULTS
I

'QUANTITATIYE DAIA

Gndirg of |vlass,rfTcst Maqs Loss, i Weighted

Sieve Sizc Original Frai tion g Percetrtage
% Before T Loss. To

9.i rc 4.75 min

a
4.75 to ?.16 n:m 74.15 10(:, l6 2.49 u.o+

r..Jo Io 1. I d mm l4 rn 1tv 11 4.93 1_23

\
L I lt to 600 urn 74.?9 10(.30 3.1l a.71

6C0 prn to J00 pui '14,t6 111

l0(,.?0 t,7't

300 prn to 150 pm

Bciow l5(i pnr

Totals r()ij 4q'.11 1.39

Rcrnarks: Tests wcr: carried out on :. jrlrples deiivercd b),the clerr Lnivcisili ilins Malaysia (in any c+e) srould ncr. be
made responsibli rrn LhC origirr 91:1f c ,anpier.

Tes:ed o;,
/
;=ti/ t- Checicd b:,
),,.,rc: d.ult:t'tin Birr r, ii;ir Na$c Froi Dr Meor Othman Hanizah
Fuiat Pengajian Kejuruter:aan Awarn
Date 04/c I /201i D*rc : Uliiversiti Sains
0
tJalaysia
 -At AP;,lq g(7r#v.l"GtEi

'ii;;t-'urv
F-1 EAa" rta ILtaIL*-TIl-ii rru-*I] I -T r l.Laaii
ir Frorrt: KBC Gant ry
@ o.-l-L
l-o :905Sgl 4848
ffi1
t!

FEgE J Elf i

Cu3loffr6r: KEmaman Bltkmen 6omp;rny Edn Bhd f(€rnsmao

/ olt CorporEtlon $dn BhJ
CuElofi61 dddrss:
FlotPThSS. T6lok Kalonq lrduEtdtl a,/Ba,
2{000 Kernernan
Terenqggng Derul lansn

Sntnpfing &re:oglogJ3
Smple rraehrd dirts. : O6tO?18
Date teeted ; 0E/02/t g
Sflr,pld tD :1#Zl1!

Certificate of Quali tv - 0Q/059/13

Analysls wss condictgd at KEIGS€ Lrtror11pry,
EBmplE lgbgled Est

Eetrh No.
I Product Cgds:
Frodtlct Dqscriptj+n;
TanwEguipmenr: as"rU (MItIZ4)
Sampllng Folnt
$Emplng Mothort
$ampled b!;

lhE VJeltj

ASruD5 dmm B0 -ru r59

Foint & TBsl ASTM P35 e 2qn,EAn ld E
NE ASTM o2042 %wt Mtn $9-0d ss.s3
at 25
Ot Ig 9rn Mln Io0 Above lg9
t Point Cloaveland
ASTM DBz ct Mln 260 282,
@ 25t A$TM kga H€Forl i.c,aBE
15r D70 lqil- Report 1.04e6
WdH.fftrffiE m*Em,S$ffi*ffiI l:l-\#iilll{h:$iiltxril,.irrt
after tlr I Shrs ASTM DI P/+
Min 52.0 64.d
ait6rTFOT at l63'tj.5hrs D8 Mqx S"eo 0.s4
In atter IFOT rt {{ ASTIi D6lpg M€x Eo.o b,u

ll*tln
ArElsJlr?t*B

hoportau fu 16; I {,O,4.Ol g

Th*ltila idv. b€n Perlgr4t4d in A+O/t aJltl *d|, 6E h{ed hglr9a

FEdsl$'r frffiol@ !pp{y h debdturf,tlni ol rbr,lo
,l lrp tdol,bnl ldil rnDlhod lnbs olh€Jri!,i eed, I i
I
I
Sz-07 a,d App*rdL E El lBldrtA !) d6{ffi,lni Bltornia*s I
L1fi I

rp.l As kp(aduGcd tErpl ,, Iull, /llfnrl rr. slllei eprwJ] ot tB ktcntery,

lTl*c, F lnr tgn'pHi turtod I

I
i

I
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l$ia.i.&.hryner 0,{, t+, 3H.
j

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PLANT TRIAL RESULT

 t- '.

Epp
KA]NUITING PREI'IX PLAT{T
LABORATO RY II1IORKEH E ET ACWG
SDN BHD trrBoor-u )

Loca0qn : P|-AIITTRIAL( l(AlI JNNNG)

Sampls ret! ACWC14
Pen grade Bitumen : 60170
S&tpla preparsBon : KPP Leboratoly
StE/EANALYSIS
CENTRI FUGE O$RACTION A9TTI JMF limit % speclimit
ur€ight
D2172 BSr ieve % retained %prsirE
rchihed (g) lorEr upper lourer upp6r

Uvt of samplo
r30t.3
:I
(A)
-f, WL of fitt€rpaPer
J.t: 24-O
ii..
and'liller(B)." . 20.1 mm NIL t{L 100.0 100 100
lrr,L of filterpspsr l4.l ,nm 71.0 5.7 94.3 s0 100
{8.? 76 86
(cl 1(lt mm 155.9 12.6 81.7
I
tM. of samfla 5.0 mm 314.2 25.4 56.3 50 62
I 123A.7
aftertest (D) 3.31 dm 128,1 10.2 46.2 40 54
1.18 mm 250.0 20.2 28.0 18 34
wL of ffllerinfilter L3
paper(8o)iE 429 um '122.0 9.8 16.1 )2 24

U Totalwt ofsample
tO+E
1239.0
150 um
7a Lrn
8z-g
39.5
7.1
3.2
9.0
5.8
6
4
11
I
F qN 67,6 5.4
WL of tilumen Tirtal
62.3 oleB tumen ln Sample
G=A-F
4.7!lo 4.8n%t$.2
GrA X.t00

100.0

s(L0

800
70.0

rE 60.0
s9.o
c
o
1.0
30.o

- 2O-0

t. 10,0

0.0
t0 1m
0.01 stcvo ciJa lmni

+*br*tEllt ** -JMF lGyotlinit - .- -JMF up06lldl

Remark:

nafne Satesample Date test

ASPHALTIC
PITNTTRIAL! PENANO SECOHD BRIDGE PACI$GE2
CONCRETE WEARI G .t9.03.2013 19-03.20rs
COURSE
(Acwc 14) TestByi GU!|,ATISMAIL

tnnh"ff rJ
.4

16?
..k
11 l?
ffit*'ry-*Emur'*
 rr,' IilDlr-
t ' xannupTtNc PRE[itx
PLANT Sou
I.,ABORATORY WORKSH EET BG
nno (rs&rs-{,)
fot alSE JCtn.psra.dhiir 3rKrrnuq&10 rnilEttal
Erbrerla8D Kemunthg,p.nt,iralry6L,

SIEI/E AT{ALYSIS

o n /?- art. *ta ,{b WEIGHT

RETA'NED
OF: et stElrEslzE RETAII{EO
(G)
%
PASS!ilc% sPEe L|MITS %

LOCATION:

50.0mm u
TIiIIEgAf,IPLE TAIGN: 37.5mmn
IlldESAilFLE TEST: ' 28.0mm m
i
nue gnupue nesulr: 25.0mmo
, PI.ANT: 20.0mm A' 7
Pl-ff[rB-l[N: i9.0mm o'
(l
t4.0mmF *t.o 4
Welsht Of Sample Boforo Dry ,3.2mm n
l2.5mmn
Welght Of Sample Ater Dry 103mml t56'q
6.30mm o
6.4{rmmtr
CENTRIFUGE E)fiRACIIOI{ ASTI' D2172
5.0mm g[ 9tq,.t)-
WLof sample
4.tlmm n
{A)
/rtt1.-t 4.7.5mm t]
IUt. of ffltsr Fper and Sller Irrb-t
3-35mm af
(El &r'9 3.l5mm n
fllt€rpapet
WL of
2.36mma o500
(c) It- + lJ8mm uf gAfrtt't
Wt of samplesampte aftertest
600um n
(
(Dl
It b.t 425um d 1rtfL.'o
lllt of filler ln flltar paper
300um'tr
(B-c1=g rb.h
l50um I tt, q
Total wt. of sample
75um d 'bq'6
F-D*E
YL9afi PAN il b{.r
Wt of blfrrmen
G =rd-F
b+.L

%BitumenlnSample
GIA x 100
\\{1,
Bitumen Spec
o/o

REMARK
I
"'!:

,/1
I

t4ltltt
ta l.q 4,', aff;a a
 i l-

C, .

KPI)
I(AiIUXTING PREfiI IX PLANT SBN
LABORATORY I,VORKSHEET
MT
- BHDarrsoos.u)

Agg,Sp.Oravltyr Gbb: 2.610 Descriplion: ACWC 14 MMng Tsmperahrre 1400C. 1000c

Gssl 2.636 Campadlng Tamporature 135sC + soc
Gse: 2.e23 Pen, Grade Bit 60/70 Test
' .
TempEratur€ 6009:F',oC for45 Minule,s
Bltumen - Specific Gravity: 1.03 ProvirE Ring Facbr 26.4

,m) Spe ! sravity Volum*o/o tohl StsbfiR 0(s)

0/6
Blt %Bit Itair ln ln Bulk Con
spBc. spec ( ssD) air vratar Vol. Bulk Ma( Bit. Agg. Voids Agg. FiIIEd Tohl iec{or Meas. Corr, Flotr/ Beerlng
n0 no (cc.) theor (blL) mk (ms/hs) (mm) capaclty
a b d 0 t E h I k I m n o p q r s t
%tst 9g bt'
0ynt
dagg,
by Yn.

ofma
S6D c.E g
t
lrs
Gec
fi00.blm
Bsb
'10+
100xE H
1OoJ '100 xJ
I
1ooH
.Nqs 9*
I 4.79 1182.8 1181.8 677.3 505.5 233& 63.1 1.006 565 1&12 3.40
10 1180.6 1180,2 b/5.5 505.1 2.3?7 52.9 't.010 580 14873 3.80
'1 1 1182.0 1181.4 bT,.J 50/..7 2.341 83.2 1.005 580 1402 3,m

Ave, 2,338 2442 10,87 85.30 4.25 14,t0 71,,12 3.82 Ave. 14704 3.30 4456

7ir4-ffi% 316-srs > 8000kS > 2-$t'drit >2p@lw?

Remarks Sou'co. I(AMUNIING PREMIX PTANT SDN BHD

MARSHALL Conuact narne PLAI.ITTR!qL, PE!,|]ANG SECOI'O BRIDOEFTCKAGE 2 Saflpling date -1S:0S.2013 Location KATilUHlITIG

TEST
Contrac-t no HASLAT{ R]IDUAil
RESULTS : TeBt by
'
Testing date 20.03.2013 Test

MIiUNTING PREMIX PI.AIIT SON. SIIO,

t

-9-'
-
Qtq)
O{TE:
OA'QC DEPARTI'EiIT
rr7. o..t. \,od
aolt\ru , ths --,lf€**_*
 I
i
t' { i

lilrll
IQIilTU}ITING PREUIX PI.ANT SDH
LABORATOR'F WORKSHEET
MT
BHDtrsame.ut

Agg.Sp.Grevltf Gsb: 2.610 DescdpEon AgWC 14 ftfixing Ffilp€rahre 1400c -16dc.

Gsa: 2,636
.- G=*:-ffi- Pen. Grade Bit 60 , ?0
Compac{iog TomperahJre
Test TempeEture 600C + 1oC
-_ 1g5ocr3t
Si for 3oMinute & g2 h
Bitumgn . speclfecravltyr -1Fr Provlng Rlng Faotor 25.1
Weisht (gm) Soac tr oravitv Volume-%tolal cs-Yo Stabiliry (lG)
06 Bit o/. Bitl ln air ln ln Bulk Con
spec. spec. (ssD) air water Vol. Bulk Max. Btr Ag9. Volds Ass. FiIad Tolal f€c-tor Meas. Con FIoi, Besrln0
no no (cc.) ThEor {btr.} mlx (nlstnS) (mm)
..---.4-- ,.. ...b-- ,. d _.-_f....._ ., -.-.s _ - _, _h_- - k I m o p q
I IT t s
%Er *m
t0G
Dyst. byrYl, ssD q.6 t Fxc
(,t00.bha
1@XG4t
1001 lexl 100"q
firls -a-
ol aqo. olmb. I Gs Gsb I
s1
30 Biint
5 4.79 '1180.1 1179-7 6n.7 502,4 2,348 .63.1 1.{n6 560 14314 3.80
6 1180.3 1180.6 Bn.4 502.9 2.WS s2.8 ,.011 x5 13S97 3.60
t 1178.4 1178.1 675-3 503"1 2.UZ 63.2 1-005 s80 14802 3.50

Ave, 2,346 2,442 10.91 85,52 3.34 1,r.lt:r 12,67 3.5? An- 1i,371 3.68 3986

s2
24 Hour
1 1171.8 1176.5 o?5.2 fi2.4 2,342 63.1 1.006 435 ,,2653
1.90
2 1t80.9 1179.5 677.9 506.0 2.345 62.9 1.010 505 12949 2.60
3 1{81.5 1f79.6 678.0 50€.5 2.33S 63l,2 1.005 515 13143 2.4A

Avo, 2.y2 2,442 10.8s 85,.ri, 4.10 l4-57 71.81. 3.08 Ave. 1?St5 4s4
tdt-8a94 8t*.516 >8000N >2-4mm >2@,*,trm

Remafl(s SOuTce - I(AMUNTING PREMIX PLANT SDN BHD

= 89.9 oh

MARSHALL ConlBct nane : PLATTT TR'AL, PENANO SEOOND BRIDGE PACI(AGE 2 Sampting date {9.03.20't3 Looatr'on I(AIIIUHTIT{G

TEST
Conhaot no HISLAN /ISIIAIL
RESULTS Test by Testing date 20.03.201s TeEt

PREftIIXPLANT SON.
8ru.
OAIOC DEPARIMENI
.l
OATE: rld. A,i .l-azJ