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TANGGUH EXPANSION PROJECT
TRIAL MIX AMP
AC BC & AC WC
Quarry PT. BSU Ex. Luwuk
Oz MEINDO:
INDAHi SUMMARY TESTING OF TRIAL MIXED
~~ cose,
> a (HOT BIN)
Son RE HE CSTE Qua.
ab Ret No AMPLAB-Trnic2000001 Sunple Nae AC BC_Tvial Mix AMP
Projet No Sone Saree FE BSU Bx Lawak
oxoe “Tel Bina - Wes Fag “eat By AV Aga
Matoded ‘Comput Fabra
ata Teta Teveba0 ‘Geka ‘Saute
"COMPOSITION OF AGGREGA
TRIAL MIX LAB | TRIAL MIX AMP] Ro.
Ho Bin IV (Pass 112" Ret 34°) 10% 10%
Hot Bin (Pas 34" Rt 3.87) 20% 20%
Hot Bin I (am 3." Ret No) 0% 0%
Hot Bin} (Pas No 4 4078 076,
Teal T0096 00%
Tra ix FASSING soa | ver | aos | mor | site | sum | rae | rym | nae | ase | oo
Teal Compact PASSING
Soo Os
[7
TEST RESULT
DESCRIPTION Tene [rmatnecane] Te || REQUIREMENT
a Cott) a sa
Balk Deity (pend) 220. = zi
Void ict VIMY OO Sa ECS ma
eid Mineral Agree (WMA) CO) 10 1.
‘Veiled Htunst VFB G9) a7 73, Suse sae
Sabity OD 8 ca 300 in
ow (om) 30, 25 2 ain
(TRIAL COMPACTION.
DESCRIPTION Pain Tempe “Thickness
“Temp: ACEC- ANP Bese Des Theives
‘Spreading (Fier) ose Thickness
‘nil Brean Tanden Rl) Lose Factor
‘erste Breahown (PTR) Density Thickness
Finishing reason (Tandon Rol)
SUBCONTRACTOR ‘CONTRACTOR “COMPANY
Ffomae
[Name SUSIE
Re oe
ob Title
“REAL MIXLAB ex PTBSU (omp)/sunmary Til amp ACBCo =
stasmgas
=
bp
=
CSTs
Quen
SUMMARY TESTING OF TRIAL MIXED
(HOT BIN)
Lah Ra No
Pet No
Ta Bia We
Sample Name
‘SonpleSou
“esd
‘ong
PT SUE Li
Al Age
Sue
Mat Bin Pat) 2" Ra
Hot Bin Pa 4 Ra 3°)
Me Bint Pa 3° Rat N 4)
le
Fe
i
Zl
iP
i
SIEVESIE a
a
7s 00
Tia Mis PASSING
E
oe
E
zs | so | 2 |
Tra Gonos 5 PASSING
seecincarion | MS
Ma
ale
Fn
ee
DESCRIPTION
TESTRESULT
| meat ere ane
Tea Coa
Tak Deity (rn)
Veet iV) OD
ei inet Apap CWRTA} OD
‘st Filed Bnet VFB)
‘satya
ae eel
om (a)
ELIRIAL COMPACTION
‘DESCRIPTION
Tempe
‘Seating (Fier)
nl Beko (Taser)
Ineo Bralsu (PTR)
ishing rao (Tadeo)
|
Tine
ome Thickness
Lome Fctr
[Density Thickness
COMPANY
ema
Name SSIES
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REAL AUX LAB ex PT BSU (amp)/summary Tria amp ACWEes a
un
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mee |i | Se [eomno|rer| wv | tea | a
=
we wor oes ey
ae
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er
ACOHLAW TIVHSUVIN FAL Ad NOISIC XIWLOHSQOHLAW TIVHSUVW TAL Ad NOISIG XIWLOHeaten —_— ee
= as
pace CSTS J. NEINDO
skkmnigas = INDAH
TANGGUH EXPANSION PROJECT
AMP MEINDO LABORATORY
(Quarry PT. BSU Ex. Luwuk= i
a
Tancoum (HOT BIN)
a
~£,. Be Be CSTE Qum.
aS
es Sate oe
ae eee Shenae
Se = sa
a = 2
as — ia
Sr ed
cern 4
seen ae
os Ps
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=
wit
—-- fee ac er eae ee ee
ae
(HA MEAMSTE ALL LEST PRUPERUIES
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ae a
— = oe
oa =
a 3 =
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aS = —
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TRIAL MIXLAB ex PT BSU/surmary Til Mix ACBCLee
CSTS Quwe..
SUMMARY TESTING OF TRIAL MIXED
(HoT BIN)
—
eons
Tak Re No
Prost No
Maid
Das Same were 20
NPL Tmscs2200001
akties Wee
Sone Name
Sample Sear
Tess
‘Quang FE ASU Fe Lama
Algo
1 COMPOSTHION OF AGGREGATE.
tin Pa 12" Ra 3:4)
ot Din Pa 34 Re 3°)
Hot Bin (Pa 3 RatNo 4)
SIEVE SIZE
tees Te
aus | is | sas
Teal Comps 6 PASSING
Me
Min
—
IL MARSALL TEST PROPERTIES
DESCRIPTION
TEST RESULT
‘TRIAL MIX La] TRIAL IX AMP
TRIAL
couPaction,
REQUIREMENT
Tea Co)
Bak Dey (on
Voss VO
eis Mineral Aspe (VAT OD
Voss File Biwnen VFB
Sunn
Few (om)
‘DESCRIPTION
Thies
Trap ACBC APs
Syeaing (Fire)
‘tal Breakdown (Tandem lr
rma akon PTR)
sing rao (Talon Rot)
Deaga Taine
|Lose Thickness
Lowe Factor
Density Thickness
TOR CONTRACTOR
“COMPANY
fom
Name Sosa
—
[Dae
Lob Tae
TRIAL MIXLAB ex PT BSU/summary Trial Mix ACWEwh RE RE CSTE Quint,
TANGGUH EXPANSION PROJECTnme ox] waa pera | Caen = seSupps
AdCOH.LAW TIVHSAVW FHL Ad NOISAG XIWLOH “am sISo & = oeLab Rat No
Projet No
Matos
La Be CSTE Qua.
MAX SPECIFIC GRAVITY (GMM)
Ne Feo
MPLAB ge7200002
‘asTH0T2
Wa
Wei
Wei
Wer
Wei
‘aM
Note
of Pino + Spesiment
tof Pino.
of Specimen
of eno + Water
of Pieno-+ Water + Specimen
Volume of Speeiment
‘Asphalt Content =
(from design)
%
Samp Soa
pep edgy
eon
31826
3450.17,
a
Toot Speman
2 Rena
Tp
352120
Tas
[Sub Contractor [CONTRACTOR [COMPANY
e__ SUSI [Name IName
ate g bate. bate.
signature ¥ Signature signature =
TRIAL MIXLAB ex. PTBSU GMM ACWE= ead : ;
: ? ee G CSTE Qiswen Estimated Bitumen Absorption (AC WC)
‘MATERIAL ‘Matin Moti tt int [Hatha 1
‘Mis Proportion me i a t =
= . ©
ak Specie Gravy a
Aes orlec 2680 265 2665 2659
faut speci Gravity a
@ neater): |S 2.706 2683 2698 2386
[apparent Specie Gravity | gr/ce 2789, 27 2755 2790
D [atsortion % 0987 Lass 120 2808
7 Se 2,660. Gr/ce
|combined Apparent :
2,768 Grice
[Water Absorption total Ag. = feta
lnitumen Absoprtion (K) 3 0967
[aC SP.GR (BjAspal) (GD) = 4,033 Grice
Ph = 0035 (% CA) +0015 (% FA) + 018 (% FF) +K.
cA = an
FA = 2857
FF = 79
035 * 637%)+ OD" GBOS)+ 080° —77%)+ K
Po = 2231+ 1286+ 1385+ 097
59%
signatre g
[Ree SIA aaMoH Sekeus aks quO"/NS8 La ™2 BY XI WTR.
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aa]
ne say]
Pp —
RY SRT TA TPR a
= [aa aw ENRON
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co Bans
var Ss
= 8355
= mit
88
~ — ‘rTM
ouroytoads, ond ane :
secre roy, ‘STP | oytastty Suypeury ovesioul y pourqavo.>
a pave) “WRIaLVW NIB LOH
Sa nT fame
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meet RO 4 Fe ens ae
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OM- OV
ASAL ONIGYYD SISATVNY 4O SIHdVYD NOLLVNISINOD TIELVW.——
Pan RENE CSTE Quist
—_ ae
TANGGUH EXPANSION PROJECT
AMP MEINDO LABORATORY
‘Quarry PT. BSU Ex. Luwuk
tnyarrny toneso econ Bac 2am ay 1X1) SR 2 =
eT ‘evens ret
SCOHLAW TIVHSHVW HL Ad NOISHG XIWLOH‘MAX SPECIFIC GRAVITY (GMM)
Weigh of Pro Speciment
Weight of Pieno
Weight of Spesiment
Weight of Piono + Water
‘Weight of iono + Water? Spociment
Volume of Speciment
Worktem __ACBE
Sa Sane
es Reseda
Batenes peal
‘MM
Note Asphalt Content = %
(from design)
[Sub Contractor [conTRACTOR [COMPANY
Name: SUSIA Name Name
Date d Date Date
signature £ signature [signature
TRIAL MIXLAB ex PTBSUGMM ACBCot 2 ;
caaa Estimated Bitumen Absorption ACBC
Ln. BE LF CSTE Quizz. ro
Pose sd — ‘No. Format
=
a ee ee
a oe
Barska =
= |e a a a
See
spasern, —— fane| ame 4 = ee
fewtseacoum — [aee| om = a Ss
z
oe om * Te 20.0% | 0% 40.0% 2,662 Gr/Cc
SS
cone eee * Too me, soo, wom TES GC
SE SE
eee * Toor, se, 2, = 4512 Ge/Cc
ee ee tie bane eee sae
De oe De Da o
fcsnen ois omy = tee
‘Estimated Bitumen Content:
ee
= 56 %
=
[ons
PeDea nak a que2/ng 44 OY TIM TWH
ae
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— — =
or] aS va avn aivTAOON VO
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TANGGUH EXPANSION PROJECT
AMP MEINDO LABORATORY
‘Quarry PT. BSU Ex. Luwuk
QDaersan
tnearnny tonneSPECIFIC GRAVITY
LRG CSTE Que
oom |
meg es a
poe arava = aime
Fwe — = x
fais
See eco
ot Wefsumety stp nae ses
€ metendeaee soi es
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st 9.0288 270] ama] am
Dak ip Or Om) zon | ae) aa
Tap ee wo) ara] arm
[ae Te re
SRR SEITE ORT
=
TRIAL MIXLAB ex PT BSU/apec roy HBo Be a SPECIFIC GRAVITY
~L.RE Y CSTS Ouse.
cS
pc eee ae
oer oe Pa =a
res a
pense aera a
4
See ee
me ears Saas Fa
axe alas
ase as rao
are ae a
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= #
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rn
TRIAL MIXLAB 0x PT BSU/specgroty HBSPECIFIC GRAVITY
thine. re
iM =
eee
= Soa
ican sa
=
p-_| ____
iS
TRIAL MEX LAB 0x PF BSU/pec roy HOSPECIFIC GRAVITY
ie No
Dat See
‘A. We of oven dey sample in ait
1B. Wt of as filled with water to eaibeation mack
(C. WL of ash + water + sample to calibration mack
D_ We of simple sturstel surface dry
es
a
Bulk Sp. Ge. (SSD)
‘Bul Sp.
(Oren Dy)
App. Sp.
Absorption
[Same SUSITA
TRIAL MIXLAB 0x PT BSU/pesroty HBSIEVE ANALYSIS
Rates TEPOOOSPECW-BPO7 Bos
ASTD 498
Tah No AMPLAB iewa000001 ‘Semple Nane wane I
roto ‘Seg ears Que FT BEU Ea Lak
teen Tai bine War “Teed By AV Agee
Method ASIC 16-068 ‘Compass By Fat
Wey ape ce Ble Wasting
‘Wet comin Crain
Wey sample fee waking
Wed sample ae ing
Weal 20 wad at
size ied
Te] eo | o00 | ap
1 TI
Tease | rese0 [1990
= 2s2050 | 295550 [2050
a iE 7200
a 00 a,
aq a5) a0)
7s] 300) 230
ram] 320] ono [a
Pa 750] noi [200
sig 00
esussaeaaad
Percent Passing (4)
Pauere
=
bate
Job Title
TRIAL MIXLAB ex PT BSU/sove ena HBSIEVE ANALYSIS
Reis) TEPSOO SPECT DPT BIG
asm aoe
Lk No: aaPeaamceRapaROT ee eS
Projet ‘Semple Sree Quay PT. DSUE La
Lostion Takase Tatet yA Ag
Med asmecs: ‘Computed By Fat.
eras
Wey empl ont ele Washing
Wey ampere tng
Way np er ming
aeaae
aE
eS eee 2 aia
PercantPasing (8)
SUB CONTRACTOR “CONTRACTOR ‘COMPANY,
=
= Susi.
bate
bob Tide
TRIAL MIXLAB ex PT BSU/seve analyse HB2. Re STS Quem. | ___e uss
ST Raa ERO SPECT OT Bie
Acrup 4298
Lab Ret No: AMPLABaiewozznnc0 Sept Neme hin
Projet No Sore Pr SU Ta
Lean Tao Wath Taste aL
Method ASIC 6-6 Capek By Fira
at Teed 5 Fb20 (Cesk By Sila
rae
TS oe
Wry spe ar ashing e
a 7 7, oa, a
size Ta | Ranons_[oom a eal cies
men [om |e |e = =
ays] om | aco | amr oo 00
1] [am [am [090 | 000 a T0000
CE TO 0 oa00
3a[ 9s] moo [sso J eno [a0 3a mo |
@ 445 [eae [aera [2730 | 1399.0 as 3
= sf 2% | 900 | reso | aso | oon00 m8 735
ef tis [ee | tren | 60 | aon oxy 26
730] 06 [700] wooo | 1250 | 07030 mast 3 4
ED A EC 79 an
of as | a0 | wms0 [| —an0 | 201750 mat 738
e200] 007s | —2500| 99550 | 7250 | 27500 PaaS a8 4
Pa 3350 | wig | m0 | 210750 +
Posing 200 = ae noe
| |
|
|
| |
| |
Sieve size frm)
“SURCONTRACTOR ‘CONTRACTOR. ‘COMPANY
i
[Rane SUSIE
[Date
[io Tite — a e epee ee)
TRIAL MIXLAB ex PT BSU/sere eal HBSIEVE ANALYSIS
Rea TEPSOOSPE CUPS TT BIG
wrwo0
ASTALD 4898
La Ref No AMPLADsever22000001 Nene Han 1
Projet No sure FESO Lak
tei Ta Boned Wa ee a
Medel ASDC. ee ‘Computed By Tart
Das Teod 1.ra20 ‘Chnked Sone
Percent Pasting ()
ys sn fr Wing
aye oe ing roa
Mayen etreaine
ae 7 z =
SUR “Resained Ret] Resined [oun Ret mace
‘eect | ome
mete Tete te
mae [sae oon [a oe Taso
a CT a
a cs CT VT a
Co To oe
seas [ae fae] ae [a oa
Tae ee faa on 7
Fee pene irae [eer | aa
a A TS as
CN A 07
Ta [ow [aoe oe [eee ere Tat
CT Ha
Faeroe [ace [ sa] onan a cm
[om oe oe fae
TOTAL
To Tae | aien Rewta——e
ae
aE aa —
ee 4
=
TRIAL MIX LAB ex PT BSU/seveanlas HB