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PETROVIETNAM CORPORATION
LONG PIIU I POWER PLANT PROJECT 11'
1.4Lrt CONTRACTOR: LPSHMB
PETROVIETNAM TECHNICAL SERVICES CORPORATION
MATERIAL AND CONCRETE MIX DESIGN OF PHC PILE FOR WHARF ITEM
Document No.:
PETROVIETNAM TECHNICAL SERVICES PNIC LPSIIMB
CORPORA •-''' a WT ACO RI \ NO
1,111 PRLPARED lit' 9 • IlINISWE APPRO \ ED BY KS. \ WWI 0 tIl APPROVED II
\ ' MI S us‘ S P A * N • IFII'4 jA; I 1A \1F SIGN DA IS NAM \ IC N P411 s Asti NIs • !WI
2' ■5 J I S S I Iwo / 1..6 ett N \ , I f ;Kb XN
. I I '. I N S INA, P*y„,IVEL
; 1 4)II 0 . :71
, - 7. " ••9 •Ac r
-""„oly 4. _'.".." ■
CONG TN' CO PHAN DAU TU . BE TONG CONG NGI-IE CA()
HIGH-TECH CONCRETE INVESTWNT-JOIN STOCK COMPANY
1)1A : 3 . .1-luycm Mon [rich \ai
411.1.,,: 0612 225 763 - 0612 225 764 - 0612 225 765 FaX : 0612 225 761
LUC/ INDEX
CIIUNG Clli VAT LIEU VA KI:T QUA Till NGHIP.V1 /CERT IFICATE 1ND TEST REPORT
1. C.hirng chi v .it Iii;t1/ Certificate
1 Xi mime Lallirgc mascretei Lafarge mas. creie cement
Xi mane resi.slance flu Tien cement
Xi ni(ing Sat (ion h•n sulfal Sada( resistance .S'ui Con cement
4
PH aid CiracL‘ Ativacast 537/ ;lc/mixt/0v Grace Advocust 53
Phu gia Bast Ace 388: Admixture Basf Ace 388
6 Phu cia silicalThile Eikciii .s . ilicujionc
7 Phu gia silicarume S1 2 100/ SHOO silk-alit/2,e
.-1110p dkr ting loc. 1110p dai. th0p gia erring. thep
P(' Bur, Spiral It'irc, Deft-armed steel bar, Steel plate
11. Ket thi righic, m/ Test report
-7 (Ili: Soncl
8 f)(1 ,Stone
INty6yc: 11/otcr
10 Xi in'Jing:: Cement
Th0p/ Steel
13. CAP P1161 BE TONG/ CONCRETE MIX DESIGN
Bc tong mac: SO Mpa h0n sulfas thing xi mang,. Lafarge./
resistance concrete - grade 80 Mpa 11Sing Lafarge cement.
110 tOng iliac 80 Mpa h e n surat ciiing xi ith6ng116 TiOni
Sallitt resistance concrete - grade 80 Alpo using I la Tien Ce111071.
t611:2 111":1C 80 Mpa hen sutlil ana xi iniTing, Sat ( ;on,
S/ilicri resistance concrete - grade 80 A /pa riciiig I la Tien cement.
1K01 qua chOng Concrete water lightness test report
1
SOPEWACO
CONG TY CO PHAN DAU TU . BE TONG CONG NGHE CAO HIGH-TECH CONCRETE INVESTMENT-JOIN STOCK COMPANY
DIA Clii : Ap 3 , X51 31nuie. Khanli ,Iluyi,10 Man Tr5ch ,Tinh Nai
Tel : 0612 225 763 - 0612 225 764 - 0612 225 765 Fax : 0612 225 761
A. CHUNG CHI VAT LIEU VA KET QUA Till' NGHIEM
CO
i1 U TC ToNi;
SOPEV ACO
CONG TY CO PHAN DAU TUBE TONG CONG NGHF, CAO HIGH-TECH CONCRETE INVESTMENT-JOIN STOCK COMPANY
DIA CI III : Ap 3 , Xa Phu& KhAnh luyen Nhan Trach ,Tinh Diling, Nai Tel : 0612 225 763 - 0612 225 764 - 0612 225 765 Fax : 0612 225 761
UNG CHI VAT LIEU
CHUNG CHI XI MANG/ CEMENT CERTIFICATE
'
• LAVILLA
CONG TY LIEN OOANH LAFARGE XI MANG
G[ay Psea so 2301rGP ngay D910 1 )2003
uH. TEST CERTIFIdATELLfF7,-
4__ - . -,--`- - /1,10\ , ‘
\ , , '011,0 KET QUA THU' NGHIEM )
,,,..0 - '-
visas 467
1. None of sample ( T- ' /MASCRETE 4 Testing date ( Ngey kiem ha ): April, 12". 20e 1 .._,
Sampling date ( Npay lay m. April. 11'". 2011 5. Delivered quantity ( Khol laving giac I 95 78 tons
3 Sample retention ( Thai Tan itru rriqu ): 2 months ( 2 thong ) 6. Lot No. Sq la ): M-090-11
Specification ( ThOng s6)
Test method I (Phvong phap thir)
I
TCVN 6260: 2009 Specified for PCB 50
(Ti6u chuan TCVN 6260: 2009 cho PCB 50)
Test result (K6t qua ki6m tra )
, . 1 HY PiCA4 ITOrTZTJES : ( CIIIIIP4 Pq I=Y)
-
Max ( 10 )
Min ( 2800 )
Min ( 45 )
Max ( 420 )
Max ( 10 )
-
Min ( 22 )
Mln ( 50 )
14 A
1 8
3760
145
180
0.5
28 0
36 2
Fineness ( f ■ min )
Residue on 45pm ( Set sang 46iim ). e/, (')
Residue on 90tim ( Set sang 90pm ), % (')
ISS.A Blaine ( Be mat rung Slane 1 nil-1'1 1g
Setting time ( Then gian dang Ic6t ), minutes ( philt )
Initial set ( Thee gian bet Cal. (let -1g ket )
Final set ( Thai gian ket thUc deng k et )
Soundness ( DO On ney ), mm
Normal consistency ( Luvng nty6c thou chuAn ), %
Compressive strength ( Cuiximg de,) nen ), MPa
3 days ( 3 ngay )
28 days ( 28 ngay )
TCVN 4030: 2003
TCVN 4030: 2003
TCVN 4030 2003
TCVN 5017 1995
TCVN 6017: 1995
TCVN 6017 1995
TCVN 6017: 1995
TCVN 6016: 1995
TCVN 6016: 1995 ........ ...... . . „ .. . - -
2.IIc-10.41dALOMp0ittbN3(THANti ,1-JAWili
0.60
4.48
0.70
Insoluble residue ( Can kheng tan ), 9-i TCVN 141: 2008
Loss on ignition ( M51iiihi ^,ung ), '/,, TCVN 141: 2008
Free Lime ( Vei Ity do ), % TCVN 141: 2008
Remarks'
('):The test has yet to be accredited by VILAS (Chi lieu &Iva dtrac VILAS ceng nhan)
This certificate shall not be reproduced except in full, without the written consent of Quality Manager
(Kheng du-cm sad chea met phAn phieu ket qua thiy nghiem nay n6u ktiong duvo str cho phep ctla Throng PhOng Chat lu: ng)
Issued by:
NigelYrnHoqng Ha Quality Manager
Van Phong Giao Dich
LiLI 12, Toa rho RtteKCCI, 19 ILguyja, HuB
Gu3n 1. TP Ho Chi Minh, `,/i,1 Nam
Tel: 184-5i 382 1 2582 F8k: 184 - 8) 3821 2554
Try S 53 Chinh va NOE] May
Xa Philac Knam . Hayor Nilon Baer
Tir-1 11DOnqt5a: 1.521 N., 251
1re.1 1) 357 0017 1,134 - i11357 0018
Construction Material Laborato , y
Test Report No: INL1110363-2 Date: Ma ,, 16, 20t 1
Pi,ge 1 ot 1
CONG TY TNHH LAFARGE XI MANG
KCN ONG KEO - XA PI-U(5C KHANH EN 1S 1. UN
TRACH - TINH DONG NM
The following samplets) waslwere submitted and identified by the clielt as:
SAMPLE DESCRIPTION
Name of sample i Tee
Quantity
Date of receiving
Date of testing
Test restAt Ke!
CEMENT/ X1 MANG MASORETE
01 sample/mu
Apr 23, 2011
Fromitir May 05, 2011 to/den May 16, 2011
Test methods Test reio:t
Cher-zictert,,s- ; 3 .43,1)1731O
1. Compressive strenoth MPa
3
7 - daysCe Jey 28 -days!n .: y
2. Time at setting min
JUT c!T ,. ; rUT I - 4: Initial set.1tdat. , Final set.'r:r:
1 Fineness test retained content on sieve 0.03 mm! ot;o r4tr(*) %
Specific surface , 1-2(: r . tt,rt7 cm ig
4. Sulfur trioxide content'
mm
7. Normal consistency/
Note: TT'U e ,,t,vasCTrtrU ;ST .'L AS 7r.)2:7 no
%PA. -0n t'LL AS e OetT r'e7 'Es, 4
Tre '4:44 by ninn inien,:nnber Prr r
17ABORA 8 ORY MANAGER
tisiDUSTRIAL, S'EB , ./ COG 1.,1 7,1 yAGEN
Va.
NGUYEN THANH LE
LE MINH CHI
,L .
CLIENT'S NAME!
CLIENT'S ADDRESS; - 3
Le 5. chatelier soundness 77)6 00 dkoh Ito OcT L.+3' (34`17110 ,,e'
6. Mass density Kea , glern3 17,71, 111; 7. 77, 13C
•
.3E4
El
E0 1 7
r, T 47E130 2r.J117 , 3
1 2 It
T 'r (117.11 . 1 131,135 r..3; 4
N VAN pt
02/10-04-2011 RM-TNTD-PKCS-01-13
V ICEM TIEN CEMENT JOINT STOCK COMPANY ADDRESS: km 8, Ha Nui highway -Thu Due di strict- IICMC
THE THU DUC TERMINAL GRINDING Tel: OR 38966608; Fax: (81) 08 38967635
EXPERIMENT & QUALITY CONTROL DEP
ifYfcitkiv KET QUA Trit' NGHICM
TEST REPORT
1. TCa main : XI MANG POOCTANG litiN SUNPIIAT PC SR 40 - xA (ASTM 0150 - TYPE 1.1)
Nam:: of sample: SULFATE RES1STINCi PORTLAND CEMENT PCSR 40 - BULK LOADING (ASTM C150-TYPE II)
2. Ngay x At - Date adelivering: So l$-Lot number: 26-05-11
3, Ngay Iky m'Au - Date of sampling: 76-05-11 Ngay :lb:in IlliTill - Date of receiving:
1 Ten khOch hang - Client: Xi niMiep Tieu the & Dich vu - Gong 4y GP Xi manila TiSn 1
Dia chi - Address: 09 -19 116 TUng Mau, quan 1, Tp. HCM.
Ngay flirt . nghi0 -Date of testing: 27-05-11
6. DiCu kiln thir nghlem: - PhOng, train man va this rri rAu - Mixing and testing room: to - (27 t 2)` 1C; RH > 509/o
Testing conditions: - TO mOi trirerng - humidity cabinet: t° = ( 27 s 1) °C; RH ?,90%
- lie ntrac bac) d u13'ng -Mr/ u - Water storage tank: t' - ( 27 -ilr 4) °C
- Ph iron phap I1Sy mAu - Sampling method: TCVN 4787 : 2001
thin ngnigm -'Pest results:
KE r QUA TIIC XCHItNI
Test result
VEI) eftu k 0041 the() TCVN 6067:2004
Standard specification
requirement%
1111101'G PI1AI' Tuff
Test method
CIII '1'1-EU
Characteristics
7.1. VI KN - Loss on ignition % 1,74 max 3,00 TCVN 141: 2008
7.2. MgO - Magnesium oxide content % 1,94 max 5,00 TCVN 141 : 2008
7.3. SO, - Sulfur trioxide content % I ;97 max 2,50 TCVN 141 : 2008
7.4, Na20qd - Sodium oxide-Equivalent alkalies % 0,40 max 0,60 TCVN 141 : 2008
7.5. CKT - Insoluble residue % 1,00 max 1,00 TCVN 141 :2008
7.6. Curing dia xi mang - Compressive strength
G161 han hen nen : N/mm2
.3 ngay (days) 27,3 min 16
.28 ngay (days) 50,3 min 40
7.7. Thai gian ninh ket - Time of setting TCVN 6017:1995
. Bat dam - Initial set phntiminutes 140 min 45
. Fitt thtic - Final set philit i minutes 205 max 375
7.8 DC: nghit:rt min - Fineness test,
. Phan cOn Iai tree sang 0,08mm: % 1,8 max 10 TCVN 40k0:2003
Residue on sieve 0.08mm
. Be mat Hag, phirring pita', Blaine: ein2ig 3320 min 3000
Specific surface, Blaine method
7.9. Da On Binh the tich ( xac dinh theo
phoong pilaf) Lechatelier ) , mm 0,5 max I 0 ' - 6 - TcvN op 11; 9
Soundness -Lechatelier method
7.10 Da no. sun Oat ti• tai 14 ngay % 0,038 max 0,04 TCVN 6068:2004
Sulfate resistance,14 days, % expansion
7.11 Nh* thdy hda - Heat of hydration callg TCVN 6070:2005
. 07 ngay (days)4, 55,30 -
. 28 ngay (4/) 64,59 ../-
NHAN XET / REMARK :Dot - Meet the requirements: i., .,,ng CIA' ,T-...„., -.2"`" TMAIR Mihileti c.- ..-
TL. cz 'ZA itjcitIlE 4U DU C/PP D1RECIUR
PPI F LAB & QC DEPT. CO PHAN * I XI MANG
HA TIEN
Sec L.n t:tp pitIon,sph , jo npy ce, etacl6d POI to Stag - Tc$t tc.Put ate val;d r ttle- parpcly tamtoc oey
2 :t116,1 &t ac pc■ rp51.1111, 7!II3P ii1 qui thr nyPt4P, +lira; Uir 101A Iv!, ,1 6■2 kP8Pg. thsV d&P4:;,ctie Tppinp phOugTN-KeS, - This test twat 51'E , Pot 5e rcpPP,Pe_Pii except In vnTi`21111 th e vamen appraval of Pips
Matueer of LAP& CC Dept
SP /Serial Number: XMI3S1004/PRCS N`gay/Date: 29-06-11
Tsang / Page: 01/01
'` FC I `!, 3 ∎..2() ‘:LJ',C,:-..r3 ■. ■ vn VP
h ■ u,,n
6. Ket go tl:r nghiern/ Test results: Xem trang/ see page 02/02
TRUONG PTN XAY DVNG HEAD OF CIVIL ENGINEERING TESTING LAB.
PHI) TRACI' KTN CO-DW\I MECH. 7ELEC. TESTING DIV. MANACk
THAT KIEM NGUYEN HO NAM
TONG CUC TIEU CHUAN DO LUONG CHAT LUQNG
TRUNG TAM KY THUAT TIEU CHUAN DO LANG CHAT LUONG 3 QUALITY ASSURANCE & TESTING CENTER 3 QUATEST 3
KT3-0678XD1/2 P1-11U Kb- QUA THO' NGH101 TL:sr REPOH,
21/04/2011 Page 01/02
1. Ten nth : XIMANG POOCLANG BEN SUNPHAT PCSR 40 (ASTM C 150 — TYPE II)
Name of sample M2 — 25-02-2011 CEMENT
2. S6 lucmg nth
: 01 (10 kg) Quantity
3. Ngay nhaln mau : 02/03/2011 Date of receiving
4. NiCI girl mall Customer
: CONG TY CO PHAN XI MANG HA TIEN 1 (TNTD)
360 BEN CI-WONG DLYONG, Ql, TP. HO CHI MINH
S. Dieu 1:len nhiet do [t ] va dq ant to mg( .161 [RH] IxIo 17) 1 1
Temperature and relative humidity condition.
- Pheng, tf*1 nth va this. mAu : t = [27 ± 2] °C ; RH = [60 ± 10] %
,\ fixing room and testing room
- Tit moi truing : t = [27 ± 2] 'C ; RH >90 %
Thiniclit• cabinet
- Be nucto tt -to dung mAu / Water curing tank : t = [27 ± 1] ° C.
TRUNG TAM K? MOT TIEU CHURN DO LONG CHAT WONG 3 QUALITY ASSURANCE & TESTING- CENTER 3
QUATEST 3 ::!i ~n~. Aflit AVA1 '4= 71 1 1
KT3-0678XD1/2 LT QUA THE 21/04/2011
-r TIMt,Page 02/02
• • : G
r.
'r Test results'
Ten chi tieu Characteristic
Phucmg phap flair Test method
,s OtiAtifir nghim Test result
1. Cu/ ng de nevi/ Compressive strength, MPa ASTM C 109 - 99
• 3 - ngayalaj 12.1
• 7 - ngay/da} 24,6
• 28 - ngay/dati 32.7
2. Do deo tieu chuan, % ASTM C 187- 98 24.0
Norma/ convist(oicy 3. Thgi gian long ket.' Time of setting ASTM C 191- 99
• Bat daul/nitia/ set, min 130
• Ket thno/Finol set, min 205
4. De gian n/ autoclave, % ASTM C 151- 98a 0,030
A utoclave expansion
5. De nghien min (be mat rieng), cm2/LI ASTM C 204 - 00 3670
, Fineness test (Specific surface)
6. Khoi lugng riengl Mass density, g/cm 3 ASTM C 188 - 95 3,13
7. Ham lugng oxyt ma(2ie (MgO), ̀)/0 ASTM C 114 - 03 1,9
:liagnesium oxide , content
8. Ham krona oxyt sat (Fe2O3), % ASTM C 114 - 03 3,9
Ferric- oxide content •
9. Ham ltrong oxyt nhom (Al203), ASTM C 114 - 03 4.7
Aluminium oxide content 10. Ham lugng oxyt kali (K 2 O), % ASTM C 114 - 03 0,57
Potassium oxii: content 11. Ham lugng oxyt natri (Na-,0), % ASTM C 114 - 03 0,11
Sodium oxide content 12. Ham lacirn can khong tan, % ASTM C 114 - 03
Insoluble residue content 13.Ham lugng anhydric sunfuric (SO3), % ASTM C 114 - 03 1,6
Sulfur trioxidecontent 14.11zg -n lugng m a t kin nune, % ASTM C 114 - 03 2,0
Loss On ignition 15.11am lugng oxyt silic (SiO 3 ), % ASTM C 114 - 03 2 1,9
Silicon dioxide content 16. Tong ham lugng kini tuUng duung
(Na 2 O + 0,658 K 2 O), ASTM C 114 - 03 0,48
Total of equivalent Alkali content
17. 1 lam Juicing C 3 A, ASTM C 114 - 03 5,9
TricalciuM aluminate content .0",;
EWATEST 3
PHIS GIAM DOC J:ICE, DIRECTOR
II VAN i RC1
1o1- \ 1 .1 I-III\ 1)
11,r:0 1:J1r:1 19 Ya vfccr. 1)1 4-14 Chi 1,1,rh( its 10.1
HIV,: HI'A .ty, it 11-
7 6h-IG CUC TIEU CHUXN OOLONG CHAT LUQNO
TRUNG TAPil KY THUAT TI.0 CHUAN DO WONG CHAT ,t_U' UtJALI I Y ASSURANCE & TESTING CENTEFI 3
K.13-1430XD1/6 PHIEU KET QUA THU NGHI E M 09/0 6:201 1
Pie:J.: 0 1 /01
I. Ten mAu Warne of vampire
2. S .6 lucyng :111.1 Ouaraitg
3. Ngay nha'n rnIu Date of receivini;
4. Noi MAU
Customer
5. Phuong phap thu Test method
: XI MANG POOCLANG BEN SUNPHAT — LOT 05.1105/PCSIV20 I I SULFATE RESISTING PORTLAND CEMENT
: 01 (05 kg)
: 11:05/2011
: CONG TY CO PHAN THAT TRIEN SAI (;ON 14317D UNG VAN KHIEM, !HMI THANII, TT. HO CHI MINH
: ASTM C 457 - 02
6. Dieu kiT..n nhi0. dt) [t va (in fun towel; diSi [R11] bat) dung
Temperature and reit-Wye humidity condition.
-13h)ng trgn nlAu va thu maul Mixing room and testing room :1= [23 It 31'C ; Rl i [65 a- 15] %
- Ti moi:rut'ma / cabinet : t = [23 ± 2] ; RH > 90 %
7. Ki0 qua thUr nghit•rn Test result
Isft qua this Test result
0,039
Ttin chi ticu Characteristic
I. N giiri no tiem nang do sun phat sau 14 neay, Potential expansion exposed to sulfate idler 14 day5
TRTrONG PI U XAY DING HEAL) OF CWIL ENGINEERING TESTING LAB.
/tAY/jez^/
NGUYEN HO NAM
'ten chi tie.1 Charoctrerlic
I. Ban litcfng anhydric surfuric (510 3 ),
Sulfur frioxide content 2. Ham liscyng, cin khong tan,
Insoluble residue content 3. hamluvng mA1 khi nung,
Loss on iznition
Plnrong ph<IP 1111:1 1 Kst quii nOiern
Test method Test result
ASIM C 114 - 03 2,0
% ASTM c 114 - 03
% ASTM C 114 - 03
0,5
1,5
QUATESI3
K13-143 OX 1)1/1
I 6NG CLTC I IEU CHU ■cN DO Llic3NC; CHAT LliON
TRUNG TAM KY THUAT TIEU CHURN CO WONG CHAT LONG 3
HALITY ASSPANCE Y.: TESTING CENTER 3
PHIEU KET QUA THC.INGHIEM
23/05/2011 Page 01/01
1. Ten mau : XI HANG POOC1ANG BEN SIINPHAT — LOT 05.2/05/PCS12/2011 ,N;ame (?)sompe SULFATE RESISTING PORTLAND CEMENT
2, So hr rng Quantitf,, ,
01 (02 kg)
3. Ngdy nhe'n rnik : 11/05r2011
Date orreceiving
4. Noi gui nrAu Cvqomer
CONG TY cO FHAN ' , HAT SAI CON 143/7D UNG VAN KIEEENL P25, BINH THANH, TP ('HI miNH
5. Theri gian thu nbiem : 0512011 --- 23/05/2011
Testing duration
6. KEA qua dal nr.,4)i 'ern Test resnit
TRU'ONG PTN XAY DlJNG HEAD OF CP,fil, ENGINEERING TESTING LID
PI It) TRAciiKTN CO-DXN -ELL .C. TESTING DIV MANAGER
NGUYEN 110 NANI
f'.t. 1.11,11:1:.1 .1 I 1.1 11—i ■ 11
I r
V' ur 1.11 t' r. li I ",
Ic•on ' K. ,ad I r - c.', lli s 11,1 ^ I
1 — T-14.1,
.1.: :in—lair,
f. 11.r. I.; .1 Ira 1.01 r
f ,e ■ It e I 1. tO
I I I 'SI S 1 R, S:124 :+1.12 tp,a1c. - ...or-
1,1 1 . '"-1. 1 't i '1'18 L: mad z1-<11,11 ■-311...v.,
Plarcmg, phep thir Test method
Ctamg d6 nen/ Compressive strength, MPa ASTM C 109 - 02
• 3 - ngivIday • 7 - nga■,,iday
• 28 - day 2. DO d&) tieu chuani Normal consisien,y, ASTM C 187- 98
3. 11-bi gian (151)g ki:t/ Time of ASTM C 191- 114
• B,,t ti:Jul Initial set, min
• 01 Ruh/ Final Act, min
4. D() gig t ney autoclave! Autoclave expansion, ASTM C 151- 00
5. IX) nghien min (be rr4t riag), cm 11g ASTM C 204 - 00
Fineness lest (Specific surface)
6. Khoi luvng rie'ngi Mass density, gicm l ASTM C 188 -03
7. 1.-1;irn Itrcrrw, hot khi cua vim/ Air content of mortar, ASTM C 185 - 02
Ke:t qua thir Test result
14,4 18,7 41,3 27.2
165 240
0,041 3840
3,12 7,0
Rn chi
Characteristic
PI11 T 1 RACH KIN CO-DItN ON( ...J ,.:
.1.1a711.-IrlEr. TES'ING 0/1/. MANAGE .6R ,,
,, Crff: VIIIII.
KT. TRYONG PUN XAY MING FOR flE4D OF CIVIL ENGINEERING TESTiNG LAB.
TRAN HUYNFIC111,rONG
QI, ( .11 Ahuh
' Et , I 11:c1, H ' l i uV.,1 fIL:r1
Lt ■ I • k` I
0 QUATEST 3
16NL;uvc; GEU (:,- ) u,-,;N CO L HONG CHAT LUQNG
THONG TAM KY THUAT TIED CHUAN DU LlitiNG CHAT LONG 3
DUALITY ASSURANCE & TESTING CENTER 3
K T3-1430X1)1t3 PH1gU KET QUA THIS NGHR 1 7 06:201 1
Page 01101
1. Ti1n min : XI MANG POOCLANG BEN SUNPHAT - LOT 05.1/05/PCSRr2011
:Vame af sample SULFATE RESISTING PORTE-0'D CEMENT
2. S6 Incmg maw, Quantity : 01 (101(g) 3.Ngay nh.jn mail' Date at receiving :11:05,`2011
4, Nni gai m?Itit Customer: CONG TY CO PHAN ?HAT TR1EN SAL GON 143/71) ENG VAN KH1EM, I'25, 11iNT1THANII, TP HO C111 MINH
S nhiet dp (t) ve tv, am tucrng dui (RH) No c1M5no. Temperature and relative humidity condition - Mmg trUn mrm vn thir mau / Mixing room and testing room: =123± 3) °C ; RH = (65 ± 151 %
-"Illin6itru'inigi Humidity cabinet t - [23 ± 2) °C ; RH > 90% C
- Lien: Mio (11.107MQ in 3G t Water tank Jos stora•e the specimen
6. 1.:11:1 qua thir righian/ Test results:
'-ro I - I I
'I16 GIAM DOC i"IfF:ORECTOR
1411NiT VAN TRU'
I - f ■ 11 .1!',;
Cht M , ah r R,,,t Endo.tt,at
tarIC Cut--;
TRUNG TAM KY THUAT TIEU CHUAN DO LUONG CHAT LANG 3
QUATEST3 OUALITY ASSURANCE & TESTING CENTER 3
KT3-1430XD1/5 PHIEU KET QUA 11-11:1NGFIrl:Tvl
09416/2011 Pagc 01/01
1..H11111:111 Xl MANC POOCLANG BEN SUNI'IIAi - LOT 05,1/05/PCSR12011
Name of sample SULFATE RESISTING PORT/AND CEMENT
S,.) lircyne, maul Quoreity :01(03 kg)
Ngay mAui Date of receiving : 11/0512011
Ncri gn mau : CONG TT CO PHAN MIAT TR1EN SAL GON CILS tomer 14317D LING VAN Kll P2S, IINHTH. NH , TPHOCHIMINH
"I tic:71 bite thir (12:roliim 12/05;2011 - 27.,0,201;
6. Kct qua thir Teyt result
Tim chi Ti&ll
Choructeristie
Phumg phap thir les! metik;f1
.1. Ket qua thir rIghi;.m Tem resin!
1 Ilamlucmg oxyt mav,ie (MgO). % AS I'M C 114 - 03 1,3 Hognest urn ox;cle tin/en!
2. Ham lovng oxyt nhOin (A1?03), ' ,'0 AS lt4 C 1 i 4 - 03 4,4
.4iuminium oxide content 3. Hun luvr3 oxyl s:11(Fe203). % AST M C 114 - 03 4.2
Ferric oxide content 4. Ham lucing oxyt kali (K20), ASTM C 114 - 03 0,39
Potassium oxide content 5. Ham lucms oxyt natri (N a=0), '/..) ASTM C 114 - 03 0 , 06
Sod;,70-1 oxide content
6. Tong ham !try-rig laTn tuong dutmg (Nc120 4- 0,658 K 2 O), % ASIM C 114 - 03 0,32
Total of equivalent Alkali content 7. Ham Itrcyng C3A, % ASIM C 150 - 02 4,6
Trk-olciurn ❑lteminote content
R. Ham lmyng C4AF, ?.', AS11\1 C 150 - 02 12,8 Teiroca!chinr all.oninofi:rthe coruera
TRUC5NG PTN XAY IMING HEAD 017 CIVIL ENGINEERING rEsTr.vo
NGUYEN HO NAM
CTy C3 Ph dri l'bit - 1 rirLI S i Gen : Snlvon DeArlopet:ent Corporativn ---- i': g'..y,0. ■ ,:- 73,062011
So-At Chat [Aim / OnTiny t,innrol Depanment I - A VA - 0 1 AC4
'61V•AttrIrt.: ■ ''II , I ''''ng Soo Pit Lri-In F,, Long DWI - Oa 9 :I 0.! I C Nt ̀; an lft: IV ProthArL
CON:_1 1 I ', 1 o.,,- ,V-m Porri.-, 1 - I orrg Bh Word - 9 a'sc 1 - For,k! ,,,' - i,T f Billk
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Fi= 'gone ement@licrn vin vn
IRY*Iler,01JA 1'11U NGHIJI / TEST REPORT
Nu 83105/PCsOCCS/SD (-
1. TEn rn1+01 Name (if stati.- \i Min. Pone LAng 13-1 Sun pliLtguifit/e, i;ecistin:(1'n
2. N5), iit f,S5 151/Da!: Qf pm-hieing (Lni number): 47
3. S,71Ittçmg inau ; Sample quanti1y:
4. Kh5iluvng1:51Ekng thirngIrn / Quchitity bald, gf• or,dv.
5. Nsity Date of Delivering:
6. NE,Ay 01(t pate Qf (EA/ing,'
7. DiLk.:(;in n11.10 dt) tairng (MI) bfio dui-1111;113/ Femperuturci anti ref:It:ye 11 :avidity condowin:
Pla:)ng tOn 9.A Mir Tit mOi trtreynV le nu-: tt,o dtrO-rm niãni
Mirine room and testing rirw7i 1 humidity ca,.;i.
(60 10) 290°,i- (23 ± 3) (27 1. 1)
STT TZit chi tiEu
No Characteristic
lit) ben ni3n / ComprEssive
- 3 ligA; i day
- 7 nga■.: 1 day
- 2.8 ng4,. dv
disc iu chuAn Norma/ consist.v1c1. -
Thbi g.:an (long k1 I Setting time
-131;..t (On / Sc!
- KZ:11UL: EL.:a/set
5 K116i locyn
ASTM C4:52-02
0.041
7.0
rier
0.038
AS]M C 151-9fia
AS I'M C 185-95
E,05/11011 VI/ i 322
Water cs:rja uiik
(23 i 2)
R1-1
Ke thir ghir;. n / Test results:
ASTM C 188-95 3.10
dam r • ‘,-,,y,;1 ■ 1., by dc,aI J2. AT, /J31.(1)1 ;
I tilos.; density
ER) n/nicii ringeia mu vasdo suila-.c sat' 14 ngiy!
Elpans um al nwriur exixned to
suffaie nit 14 days in smtvehric !..ltrociave estponsion(")
L:qna 1.)9t klii vita I Air mmletlf of tnorkir(**)
',5beAC ti4
1 ,1r Ata,- y, as, mA.1 ■■ .
Dij ngh len min / Finenes.s :est
- mat riens..; 1 surfat:e
Ki/iii soot / Tester
TtViln Qu5'
1.4 qc4 1 ■2*.s-Am ghi bog F-10.y, nay Ko■ A10 IJ hone bus atillArn I 7, 1.40 IN' '"
2, si,n4jwy ka.114 tha m411031.4 niullmA03 CO or"
err ,Tr ■ r:.4.00 00 At rtr, -0./J,.....( r tee( on/1 41, ',UMW rk ,ArT.,"*+)
rri r Ibbo. do II b ton duu c tilt lk. fr irC 10 42 M.Iv‘h IblAv re. the t,rn 1.*-0 d,eUK Ntri lytt, ci. ■ 110,,
o.ourc ..000-, '00 qr *1+IYi ). ifi V 5 00/1 ,k0t, kit: P,A0A, t , i fM ut 0,1e •*'fl
La, 01102
/ QC Jianager
CC.T. ,% 1 , •,:-= ... .„,, ,_,, J :'t', ,` ,1 ' . ' - ,'\'''\ • '
, I I
'.72; '41inTll At hisink Hung
Nzt. riIAAJJ3
Phtro-ng pH') thir
Test nterhod
ASTM C 1C9M-02
ASTM C 18.7-98
Kt qui Result
18.0
28.2
41.0
'29.0
/mm"
Dvt Unit
Phut/ Min AS C 191-01a 175
ASTM C 204-00
240
3095 AA17/g
blo.■ pro
SOP EWACO f ;'
CONG TY CO PHAN DAU TU. BE TONG CONG NGHC CAO IPS;JI-TECH coNcizrrE INVESTMENT-JOIN STOCK COMPANY
CH i • Ap 3 Xa Phu& Rhinh I luva Nhon Trtch Tint) Dung Nai
14.0612 225 763 - 0612 225 764 - 0612 225 765 Fax : 0612 225 761
PHU GIA/ ADMIXTURE
GRACE ADVACAST 537
BASF ACE 388
ELKEM SILICAFUME
SF100 SILICAFUME
•
• ' ' • • ( , 11
CERTIFICATE OF COMPLIANCE
ig BASF --e-mical Company
\
ti I
r'x
!‘; -
A. THONG TIN SAN PHAM PRODUCT INFORMATION
Testing date: 18 — 04 — 2011
Ten san pham Product's Name
SO lb Batch No
24086
Ngay san xuat
Manufacturing date Han si'r dung Best before
GLENIUM ACE 388 SURETEC 18 — 04 — 2011 07 — 2012
18. KET QUA THU - NGHIE M TEST RESULTS
CHI TIEU
ITEMS
KET QUA THU' NGHIEM
TEST RESULT
TIEU CHUAN
SPECIFICATION
PHUONG PHAP THU NGHIEM
TEST METHODS
pH, at time of manufacture 7.9 6.0 — 8.5 TM112
Relative Density (@ 25°C) 1.090 1.085 — 1.125 TM103
Solids content (/ow/w) 41.0 39 — 41 TM102
Glenium ACE 388 sureTEC thOa
Glenium ACE 388 sureTEC has for Type F admixtures.
Chung tOi dam bao rang san pham We certify that this product conforms
Issued by
...__-
man lieu chuan ASTM
been formulated to
nay of1(11 hop vOi cac to BASF Vietnam's
C494 loaf F danh cho phu
comply vdh the requirements
tieu chAn chat luong oda BASF quality control requirements.
Approved by
gia.
of ASTM 0494
Viet Nam.
PHAM ANH THU QC Officer
DONG THI THU TRANG CA Manager
am= M VIEN KHON XAY DUNG
Es t-) t1 is4 kff - V LIJv n_110A HVL CONE ti Gt XAY DLNG Ministry of Construction-Vietnam Institute for Building Science and Technology (IEST)
PHAN KHOA HOC CONG NGF: XAY DUNG MLEN NAM South Branch of Institute for Building Science and Technology (IBST/S)
Dia ChilAddrCSS . 20/SB, Qii6C 16 13. Khu pho 3, Pht ong Hip Binh Ph: c. QucinThii Di?c.Tp. HCM Dic4 r: ritual/Phone: (84-8) 7270165-7270022 Fax: /84-8)72701)67 E - mail: unInarndhchl.mi
-09 /PVNIN/PCi-KH
Pa2e
PHI.21: KIT QL A T TEST REPORT
D , in vi yen (- 1.1 C (21`.,,(3 Ty T\Hil E A sT, r = T f
Elau I
tint 11 ,1(.„
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1 C SU. ACE.
/7;Je.„1 : , -.7zcictc usc Gic7iii1.72 ACE 388 :«`ll).v/1
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GIAM DOG
IAM Doc:,
(1.) ,!.
Hoang KslEng Le Ngoc Nho
Ghi chtilRenuar,t: 1. V Ut do klnich hiing g n dri/The material is supplied by client. 2. Ttri mLu, tin khrich hang ghi theo.'y!u cu C71.2 kha h gi
The name of sample. and client are based an client'. requirement. , . .
A;
BO XAY DE:AG-VaN KHOA HOC CONG NGIIV, XAY DVN(.; :11inLr1y of Construction-1: ietnam 1 nsti i we for Buildi,::; Scienc:: :1 ■ Li 1-Cf hill:/";
(: P1-1,t.N VIEN KHOA HOC CoNG NGI - Ift:, X.A Y MAC \ II.E
Sou N NAM
MPINSICIIS th Branch of Institute for Buildin: -; SCiellCe and Technology (113STIS) ;Er] KHCN X.-Vr DUNG De, ,I0.',)1,;',ir ),0 2.0:5B 000): ,' , )i3.",:luipik)3./ 1 01r,0:;i'llep
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L i
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CS: dtit: itt tt• 6itin riLtaic 1.66 00 ueii
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XAY DUNG-V1f:iN KII0A 11GC CONG NGIIE XAY DUNG 11 ;luso?: of C.: 41n1., uc;101,-l . iernain Institute for Building Sciencu and Technology (113.M
13 1-1AN VIEN IKHOA [-IOC CONG NGHE N DUNG [vIIEN NANI South Branch of institute jar Building Science and Technology (IBST/S)
Pro ciij4r t:.1Y 20/511, . ' , i1 7. Kiiu , Pht(6- 7?f; .111 ,p130,11 PI,u06 (:)!,,'0,7"1!,1 Orc'n rhomi1"1:0!p: 666-7270 2/22 ha. f 7270167
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tht'r III211111j JAC Chi ti.'11 11111 -1 CLrerig, do n:"2.11, cic/, LC/,, 4(:)111.1 I I U n,,iLl bHOIH Sir Lh.Ing \( I o v61 51121 (:na,Joi chtirip Cfai phi) hop ihtn ii dirth ASIN1 C 494 vbi
ITo rcprits ciforacicmtics ( - 1,7 11 OTC/ COMpICT`TSill I'/lL111, 176'.11f1;11S10'111Til. 7111/1 1 I//N/ ;,/ ;;;•;;;;;/ci,- ad,;;;! conci cic u,11111.1(;;1L TOI;;ITH - O/ /T/!Cr
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HI di dhdrhIC d;ii: ," St'd d:IdIIT
BASF The Chemical Company
CERTIFICATE OF COMPLIANCE
A. THONG TIN SAN PHAM
PRODUCT INFORMATION
Tin sin pham
Product's Name
RHEOMAC SF 100
Sb lb
Batch No
23805
Ngrly s in xuit
Manufacturing date
10 - 04 - 2011
Han sir dung
Best before
1 06 - 2014
B. KET QUA THU' NGHIEM
TEST RESULTS
TIEIU
ITEMS
dE QUA T' NGFCE^,m
TEST - ELSOLT
86.7
EIELJ CHJAN
SEEEJEEATEDH
a 85'./0
f PHIJONG PHA? THU NcHiEr-1
TEST MEI HODS
ASTM C 114 - 03
-4 tO! ib ll L;; H; niv p"1:1 hap onuI='-n ,] 'ctfig cia BASH OM 'N.Jurn
'rtify that th[s pmducl spnforms to BAS - V'e:nams uu;Thty con; '- el requtrements
Issued by ,approved by
PHAM ANH THU DONG THI THU TRANG
QC Officer QA Manager
t
QUATEST
TONG CUC TIEU CHUAN DO LUONG CHAT LUQN6
TRUNG TAM KY THUAT TIEU CHUAN DO LANG CHAT LONG 3 QUALITY ASSURANCE & TESTING CENTER 3
Ten chi tial PIntony, poop tinSr'Rea qua thn nghiCnn
: RIIEOMAC SF 100
: 01 (20 kg)
29/0612011
: CONG TY TNITIT BASF VIET NA:\ I 1.2 DiNI LO T11 DO, KIIU CONG NG11I1, P VIE I . NAM SINGAPORE, TITUAN AN, BINII DITONG
AS TM C 3 1 1 - 02 1.1
.t/,',:.171/ . c com,nt k''. ,,ii luoi ',2. t1. -1.. tick, '.\.1 ,,ii'in" S 1-M C 120 - 02, a 7 ;)40
I 1:1F11 1 1.1rvn« 111:1t kill nung, 0 AST.N1C 114 - 03 4,6 Loss on ,; ,.,, , 7itiou
1 Hun Itn.nvoxvt silk-. (S10-,), 0, 1ST'.\1C 114 - 03 92,'S
10wi siiavii fc conicry 3. lujri. clo (CI), 0/ AS1:\1 C 114 - 03 , Ni16 hone' less than; 0.01
I( wick con reiit
PHI) TR ACTI ITN CO-D1F,N 11E-11) OF0 171: ENGIATTRING TESTING L.413. ATECTI-ELEC. TESTING DP/. AL-INAGI* .
'
FRI.YONG P1 N NAY DUNG
NGUYEN' ITC) NA I
PHIgU KET QUA THO' NGFIIEM KT3-1613ND1 11/07/2011
Pag.e. 01/01
11.'"111 -1 . 1li
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2. SOluvng 111811
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■ 1
KT3-2527XDO 1 --NEU KgT QUA THLi EIGHIE:7A/1 20/04/2011 Page 01/01
Ten chi tieu Characteristic
1. DO amiltfoisture content, 2. Ham laang mat kla nung/ Loss on ignition, 3. Ham lucmg oxyt siIic (S102),
Silicon dioxide content 4. Phan con lai tren sane 0,045 mm,
Retained content on sieve 0.045 mm
Phuang phap thir Test method
Ket qua thir nghiem Test result
ASTM C 311 - 02 ASTMC 114 - 03 ASTMC 114 - 03
ASTM C 430 - 03
0,3 1.6
96,5
1,05
NGUYEN ITO NAM
: S'•
Tod T IAT KIEM
h
■■
Wc!'• •
ToNG Cr.)C LEN CHL../N DO LLIONC: CHAT LtiONC MUNE; TAM KY THAT IIEU CHUAN DO LJONG CHAT WONG 3
QUALITY ASSURANCE & TESTING CENTER 3
Phieu ki.4 qua nay cluvc tach ra tir phien kL qua so 2527XD0/a ugay 14/02/2011, theo yet, eau ctia Welt hang ngay 15/04/2011
This Test Report is extracted front the test Report No. 2527XD0/a, dated 19/02/2011 as the customer's request date 15/04/2011
1. Te.'n mau : 1111; GIA "MICROSILICA GRADE 920" CUA ELKEM
2. SO itroug matt Quantity
: 01 (05 kg)
3. Nee ,' nh(in ina"u : 18/12/2010 Date of receiving
4. Ncri girl m'Au : VAN PRONG DAT DIEN ELKEM SILICON MATERIALS Customer 39/5 SVONG NGUITT ANH, Ql, TP. HO CIII MINH
5. Ket qua thCr nghiem Test res ult
TRUONG PTN XAY DING HEAD OF CIVIL ENGINEERING TESTING LAB.
PHI) TRACI1 KIN CO-DIEN MECH,---E7X -TESTING DIV. MANAGER
Name of ,stunple
Elkem AE vm-v Materials
CERTIFICATE OF CONFORMITY
Attett.C=tikem Aficrosilica
TONI; , "
lkitafilli /ASA' C 1240
Kill - I 141_ \ L.:
I.. - 0 9112370"
This is to ancl oinil ■ secl
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Itegnirement,:
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l'Insical Require:molts:
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4-01011:. inoterials:i/ elkeni.no
Olv. No: NO 911 352 005
,
CONG TY CO PHAN DAU TUBE TONG CONG NGHC CAO HIGH-TECH CONCRETE INVESTMENT-JOIN STOCK COMPANY
DIA CI : Ap 3 , X3 Phu& Khanh , Huy (1 Nholi 14ach Nai Tel : 0612 225 763 - 0612 225 764 - 0012 225 765 Fax : 0612 225 761
THEP DU'L/
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11,098 0.010 0.031 1 030
0.30 0.0301 0.0301 550 30' •.WP.M-f3
KOSTEEL VINA Co., I Nhon Trach II Nhon Tract' City, Vietnam crY Twei KOSTEEL
CONTRACT No. ; Tel : +84 613 560 021 Fax . +84 613 569
CUSTOMER : SOPEWACO Concrete Co., Ltd. CERTIFICATE No. : KOS - General-0321-500
DESTINATION SOPEWACO Sits DIAMETER : 4.00MM
COMMODITY LOW CARBON STEEL WIRE DATE OF ISSUE : May 2011
Raw material : KSD 3554 SWRM 6
DENOTE TENSILE TEST UNIT T.S : War, EL. : % Remarks
KSD 3552 SWM-B STANDARD
1.80-2,30mm T.S 590-1270 Nimm2
2.50-3.20mm T.5 540-1130 Nimm2
3.50-4,50mm T.S 440-1030 hUmm2
5.00-7,50mm T.S 390-830 N/mrn2
WE HEREBY CERTIFY THAT THE TEST RESULT SHOWN HEREIN ARE CORRECT AS CONTAINED IN THE RECORDS OF THE COMPANY.
Bong-}lwan, Lee
SIGNATURE
CHIE F QUALITY ASSUR Y,
EAM
KOS-OA-007C KOSTEEL VINA A4(211
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CONG TY CO PHAN DAU TU . BE TONG CONG NGHE CAO IIIGFI-TECH CONCRETE INVESTMENT-JOIN STOCK COMPANY
Ap 3 , Xft Plunic Khnh Nhan Lrach Dcim2,Nai
1 e1 -.1,2 225 763 - 0612 225 764 - 0612 225 765 Fax : 0612 225 761
II. KET QUA THI TEST REPORT
CAT/ SAND
CONG TY CO PHAN HAU TU. BE TONG CONG NGIIC CAO HIGH-TECH CONCRETE IN VES THEN T-JOIN STOCK COIIPA Y
Dia chi/Address : Ap Ella& 1:hanh Fluyen Nhcm Traci -) . 1mb D6ng Nai Hamlet 3. l'Infoc Khonh„Vhon Trqch, Don Not province
Tel : 0612 225 763 - 0612 225 764 - 0612 225 765 Fax : 0612 225 761
NO: 200511-01/SOPEINK1) PH1EU KET QUA THU NG1-1101
TEST REPORT \().', :no .0.3 1011
TRANG:o! o -2
1 . Ten mautName of sample : CAI song / River sand (An Giang) 2. (Ong trinh 1 project : Nha mAy nliii:A diill Long Phu- Soc Triing 3 . So lung mau 'Quantity: 1 TO mAu 4. Xgav nh:.in mau/Data of receiving : 17-05-11 5. Ngav thu. mu :Data of testing : 17-05-11 6 . l'huang phap tha / lest method : TCVN 7572-2006 7. Don vi vu cu ' Client : CONG TY CP DT BE TONG CONG NGHL CAO 8 . Kett qua Mir in.Lhiern / Test results :
TEN CAC. C111 Tlf',1: I:ET QUA THU' NCI- lit:1\1 SPECIFICATIONS TEST RESULTS
8.1 DO am / Moisture content % 5.1'
8.2 DO hong / Void content % 45.76
1:heii lung the tich Nap khOng len chat 8.3
Uncompaction bulk density (kg/m 3 ) 1414
8.4 Khai Itrong rieng t specific gravity (g/cm 3 ) 2.66 KI -16i luting the licit ' bulk specific gravity
8.5 • Trang Mai khO / In OD condition (gcnr ) - 2.607 • franc Mai bat) hoa ntrOc 'SSD condition 2.630
8.6 D6 hilt ntritc .' Water absorption 0.9 110m luring tap chat hint co Sang hon in/muchttan
8.7 Organic impurities content (Colour method)
% Lighter than standard color
8.8 Ham luring bui.bian set 'Content of dust.mud and clay 0. 7)2
8.9 fan Itrong sea etie / Content of clay °A) Thanh phan cO. hat / Particle size distribution
0
• Phan tich thanh phan ' Analysis of particles Xem bang Sec table 8.10 • Luring hat 16.n bon 5 mm / particle bigger than 5 % 0
mm 2.41 • lieu do thanh phan cei hat' I he figure of partcles size distributio Xem bieu do . 1 See the figure
(j/// cm: .voiRT
.)/Jii ,:luvc• klhich 11,;og (lwa clJri p3)()114 dii iiglii,'In " S:Implov tramported to 1..113 by clicni
kc'3 ‘121" co gh 'i H . ( 11.317 111 J1( (12 r(14: gui. kh 31 3c: 11111111:ile Result only v(1111Eible on 611211)1 , ' Vol kccI) scmil'I , '
NI1AN N'Ic:N 1'N 1 . 1) TI-II NGHILAI TONG GI.N1 DC' Experimental Staff head of Lab General Director
:' 1:.-..
,..‹-..,;,. '-'_5.;.5&-',',1N-
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u r ,,A , , -.-- _ ' ' ' ' 2°-- ! .(1:.',6 ,' • ' '".---
\ 5-\ r'-'v , ‘• ., ,.:: ,----- -- - :1 VO Dire Thanh Nguyen Ngoc Ilieu
CONG TY CO PHAN DAU TU' BE TONG (TONG NGIIE CAO
HIGH-TECH CO.VCRETE INVESTIIEN I T-JOIN STOCK COMPAA'Y
Dia chi.. Ithiress : Ay) 3 . xa phuov. Khanh . I-IttynNholl Frach ;Huh Doug \ai
Ilamict 3, Phzioc Khunh, Nhon l'rych, Dong .Vai prOl'inCe
r cl : 06122.25 763 - 0612 225 764 - 0612 225 765 Fax : 0612 223 761
SOM):200511-01/SOIT I NIKI PIIIEU KET QUA THU' NGHIEM TEST REPORT
NCiAY: 20;05/2011 TRANG:02/02
1-THANE PHAN HEAT CAT (1'1 thir: ICVN 7572-2006) phy luc 1
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mUt sancamm) -
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283
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18.50
17 . 01)
69.50
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45.00
70.00
90.00
100.00
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13.0
33.0
65.0
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IL mau thi
Phy 19c 2
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:Moth Id() loll ctia c.,11 : 2.41
.
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2. 0
30
40
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100 1-
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Ll'ONG 131‘..A 131.T1 SET(P1' thin: (TCVN 7572-2000) K1161 LONG TH1;:, TICH VW
( PI' 1111 : (TCVN 7572-2000
Mau KL cUW , )
I:1 Cat tau
Ich: i tia
KJ. b/in htti ban
( gt
Han Flout!
bin Hu
sct t",d
The Itch
thunt!
(long (cm3)
U
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cat tLt)
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1 1505.12 1499.32 5.8 0.39 996.2 1522 2928 1.411
1497.61 1493.91 3.70 0.25 996.2 1522 2933 1.416
Trung hint) : 0.32 hung 1)0111 : 1.414
KO 07-02-01
1:(:) X;k1' BO XAY DUNG - MINISTRY OF CONSTRUCTION
h". CTY TNHH NHA WOG MTV KHAO SAT & XAY DUNG - UNION OF SURVEY COMPANIES Ltd. (USCo)
1 -- ■ TRUNG TAM THI NGHIEM VA KIEM DINH XAY DUNG MIEN NAM
CENTER OF TEST & CONSTRUCTION QUALITY CONTROL THE SOUTH OF VIET NAM UO 94i01 200F
Aaarechs: 65 Pis, Mac Dinh Chi Str, Dist.1, Ho Chi Minh City, Tell: 08.38223362, Fax : 08.38223362, Email : lab.xd190yahoo.com.Vii
STN Lab No
B6 - No.: . 208-2..../TTIVIN/KQTN - H11 - 2144
KET QUA THI! NGHIEM MAU CAT - TEST RESULT ON SAND
Co bean you cdu _ Client
Cling trInh _ Project
Cla clidm _ Location
Nou6n gaC m7u _ Source
Ngay nhan M5u _ Date of receiving
Ngay nl0gMum _ Testing date
: GONG TY CP DAU Tlf BE TONG LONG NGHE CAD
: NHA MAY NHIET OIEN LONG PHD I
: Xi Long no - huOn Long Phu - tlnh S6c Trang
: An Giang Sand / Cat An Giang
: 15 / 04 / 2011
: 15 - 25 / 04 / 2011
BANG KET QUA TO NGHIEM - RESULTS
N
S1 9x/
Ucln vi do Kt t gu5 this nghiem STT Chl tidu phan tich
Nc Specifications
1 Ham arcing clorua - Chloride content
2
Ham !Jong suntat - Sulphate content
Pholang phap thir nghiOm
Test method
TCVN 7572 2006 - 15
TCVN 7572: 2006 - 16
Units
ono
0/0
Results
0.005
0.010
2006-14 3 I Phan Ong khO kiem - Alkali silica reactivity I TCVN 7572
Xem Bang 1/ See table 1
Ghi chu - Note: KO qua thif nghi¢rn chl c6 gid tri d6i vdi rnju thel do khach hang gOi deb.
Testing results are based on tested sample only.
NgDbi TN - Tested by Ngari KT - Checked by P. Thi Nghiqm - Laboratory
./U (<<:_..
Dang Minh This
Chung TM Thoi
Nguyen TM Yen
Moi thac mac, khieli nal xin vui long li¢n trei: PhOng QLCL _ DT-Fax: 08.38223362
Ho Chi Minh City 25 / 04 / 2011
GIAM DOG - DIRECTOR
t'sTi
VTi-no
STN - Lap No. 2144 SO - No .. ..../TTMNIKOTN - (111
KET QUA TH' NGHIEM MAU CAT - TEST RESULT ON SAND
Bang 1 / Table 1 -,--=4,
STT
v C'ONc, .`, 0 .6 nang )(hit kigm
L
\
1(4,4104# :?1•1
,\ ( .Au Ni;L' r; -
I(.7r h DO IOU. ki6m - Rc
(mmol/L)
Oxyt Mc vo dinh hinh - Sc
(mmol/L).--/ '
Ca t An Clang i 'dS.8t.-t 148.62 . 68 1 - 8 c;19
77.S. 1
! —i
•
1 • I
1 1
coo
500
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i
`1 40 (\ging
! 84 Sea volhai)
ri, .-- i6,
I
•
' P.5".71'111'.5 51o,s,terod
- 701. 5.1tioll ,771oos
0 0
L '':) !;C:1 Pe H k
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-
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1
f. 41 1.trig c:it 160! tainag
Conrodered lonoC us
., .. .
I -.. . le-.:
----.4
-r ,ir,—. 7.:055 , 21erect
rjeleterious 1 -1'
50 75 10 25 no 25100 2511 500 750 1000 2500
al.17•In ity Sc 7 Dissolved Silica (millirnolos per litre)
Winn xeL Krgt qua 81i'l nghi'eria cot lieu theo pht./Ong phap hea hoc nom tren vUng cot lieu va hai - vung khOng co kh .a nang
xay ra phan Sag kie'm / Aggregate is considered innocuity.
Ho Chi Minh City, 25/04/20H
thgc mac: kho,A, o,?; am ow lOog Phong OLC1. _ OT-Fax: 08.38223362
CONG TY CO PHAN DAU TU' BE TONG CONG NG H E CAO
HIGH-TEcii CONCRETE INVESTMENT-JOIN STOCK COMPANY
1.)1A CHI : Ap 3 , Xa [Thaw. ,Iluyim Mon lftich ,Tinh 1)()ng Nai 0612 225 763 - 0612 225 764 - 0612 225 765 Fax : 0612 225 761
SOPE eVACO
DA 1x2/ STONE 1x2
•CONG TY CO PHAN DAU TU BE TONG CONG NGHE CAO HIGH-•111 CONCRETE INVESTMENT-JOIN STOCK COMPANY
DIA C111 : Ap 3 , Xd Phu - 6e Khanh ,Iluycn Nhan 'I -rich . Huh Dont! Nai
SLOP[ Vr CO Fel : 0612 225 763 - 0612 225 761 0612 225 76 Fax - 0612 225 761
NO: 200511-02/St/PE/TM:I) PHI EU KET QUA THU NGHIt:IVI NuAv: 20'03 , 2011
TEST REPORT 'I - RANG:01/02
Ten malt:Name of sample : Da lx2/ Coarse agg. Dmax 20nun (Chau Phu-Fling Tau)
2 COng trinh/project : Nhn may nhii;t di0 Long Phil - Stic Thing
3 SO laohg mOu/Quantity: 1 TO matt
Ngay nhan mTiu/Data of receiving 17-05-11
Phirang phap thin / Test method : TCVN 7572-2006
6 . Ngiay Mir mau / Data of testing : 18-05-11
7 . Don vi yCu cau / Client : CONG TY (T In" BE TONG CONG NGIIE CA()
8 Ket qua thir ngition / Test results :
TEN CAC CHI TIED KET QUA TIlliNGIIIEM
SPECIFICATIONS TEST RESULTS
8.1 DO am / moisture content (N) 0.21
8.2 DO hang / Void content % 43.84
8.3 KbOi lutmg rieng / specific gravity (g/tn - ) 2.71
8.4 DO 1161 nu -o-c i Water absorption (-)/) 0.67
KhOi luting th6 tich sop / Bulk density .
8.5 *Kitting len chat / llncompaetion . (kg/m') 1522 • Len chat / conpaction . 1573
KhOi luong 1113 tich / bulk specific gravity 8.6 • Trang thai khO / In OD condition (g/cm' ) 2.680
• Trang thai bno hoa 111TCYC / SSD condition 2.700
DO nen dap troop xi lank [Crushing value in cylinder 8.7 %
• Trang thai khO / In OD condittion . 4.7
8.8 Ham luong bai , ban s et ban / content of dust, mud and clay /0 0.63
8.9 Ham Itrong hat thoi dot / Elongation and flakinness content . ,t) 9.7
8.10 DO mai mon LA ( Los Angeles abrasion) 24
Thanh phan at hat / Particles size distribution .
8.11 • Phan tich thanh phan / Analysis of particles . Nem bang / see table • Bieu do thanh phan at hat / The figure of particle size distribution Xem bieu (16 / See the figure
Gill CHO / NOTICE :
Akio day.c. Ahbchh:Ing dna dc'n pliant; da ngin(nn :Samples transported to 1A13 by ,: low
li. (±t out; CO gLi tri tr(1 ; 7 Mt TI1 atror gi'ci, kbang Ifni man ' Rcsult only valuable an samplo Not keep sample .
NHAN VIEN TN •P TIII NGHIEM TONG GIANI DOC
Experimental Staff
/
,. , -..
Head of Lab -7:7.77:- -General tee,
// r . , _
Director
‘;. \ lif -
op
. / 1, r r 7/,'Ir/
VO Dirt: Thanb Nguyen Ngoc Hieu -
CON(: TY CO PIIAN DAL] TH' BE TONG CONG NGIIE CA() HIGH-11(ii CONCRETE INVESTNIENT-JOIN STOCK CONIPANY
DIA CIll : Ap 3 . VI Phtrov KUnl -i . Huy(i Nhon Tioch ,Tinh Dont Nti
Tc1 : 0612 225 763 - 0612 225 764 - 0612 225 765 Fax : 0612 225 761
'. 4),'NO:200511-02:SOPI: .INK.1) PHIEI: KEA' QUA THU . NGHIl p
TEST REPORT NG,\ Y: 20'05.2011
'IP ANG :01;02
PHI: 1.1j: TI1C NG1111:1\1 BA 1X2
1 .Kit qua Phan licit (finil phi'in hat
*Plmong phap thCr n.Q- Iiiir TCVN 7572-2:2006
1)3,618 kink IS sine 1 long Il10112 IIC211,:in Ph ;11- 08n ir;:n sine Ph;i1 :1,11 nch )u< 0 01 swig
I 01111 ) ICI 1%)
I 0 0 n ii
0 . 0 0.0 0 n
211 360.0 7 2
10 2480 0 49 6 56.8
2120 U 42 . 4 99211
4109 0 . 8 100 U
BIEU DO THANH PIIAN HAT
0 10
2 3, 20 30
43 . .3z 40
-- 50
60
-3-3 70
80
90
100
----- _ ------- -------------
Ihrifng Iran
imomc cOp M10
13 15 20 25 30 35 00
Du 1318 21181 1J; iU11 S / i02 8; n1 11111) )
2. Khiii hrung tlt' tick vop
" Pliirono plinp thin ngl-ii(T. TI : Theo TCVN 7572-6 : 2006
ST F 1:1)o3i Imyng imiti 1 I hi) rich ling rIgIliOn I:.lurgig the lid) xi)
:. II "II ( zi
''' (iti. lr.ii'. 6i ' \f-s:' ' '
'CH 4
cm' K M I 761 5
1 5000 1 523 7607 I 1521
12 Itrong 813 tick x3p 1522 ( k8 m I
3. khoi 'mm4 ring :
''.' l'huiolig phnp dill' nul -lini 1 Iwo RAN 7572-4 • 2006
Cl I khi')i luring binh +
Imi-u kilo + tam kink
kin'• ■ in ping hint, + l'irli kith
khoi luvng binh -
mall u 61 + i11111 kink
kh6i ham , ' binh - ,- ' - •
"1 " 11+ nu6c ± 6111 kink
1:11i)i lu ow hinh + Dirk
+ Lill] kink I:111)i Itlyng rii1ng
g g Wcin3
1353. 12 265 25 1374 58 1607 21 932 . 45 2 72
1329. 53 299 25 1350 . 22 1601.)0) 947.45 2 69
1:165; luvng113ng (mum ; 1; 2.71
CA
no
iso ,1001: Addroess:
x.; I"
-711- 1 :
-'](
K.-, s
LAS -
IDI,:NG BO XAY DUNG - MINISTRY OF CONSTRUCTION
1 CTY INN11 NHA NLIDC MTV KHAO SAT & XAY DUNG - UNION OF SURVEY COMPANIES Ltd. (USCo)
TRUNG TAM THI NGHIEM VA KICM DINH XAY DUNG MIEN NAM XL,
XDI9 CENTER OF TEST & CONSTRUCTION QUALITY CONTROL THE SOUTH OF VIET NAM
2008
65 Bis, Mac, Dinh Chi Str, Dist.1, Ho Chi Minh City, Tell: 08.38223362, Fax : 08.38223362, Email : [email protected] vn
2145 StY - No.: ...208-4..../TTMN/KQTN - H11
KET QUA THU' NGHIEM MAU DA - TEST RESULT
Cd quan yeu c, fu _ Client : CC)NG TY CP oh TUBE TONG cONCNGFIC CAO
Conn trinh _ Project : NHA MAY NHIET DIEN LONG PHU I
Dja dia'ai _ Location : )(5 Long DiTc - huyen Long Phti - tinh Sec Trang
Nguo'n gdc mfi _ Source : Chau Pha Vung Tau stone 1 x 2 / Ca Chau Pha Viling
Ngcly nhen m7,1, _ Date of receiving : 15 / 04 / 2011
Ngay thl nghiem _ Testing date : 15 - 25 / 04 / 2011
BANG KET QUA THI! NGHIEM - RESULTS
STN - Lab No:
ON STONE
D X
! . LAS1 9
Tau loaf d .
, '
STT
No
CH lieu phan lich
Specifications
Pilling nap this righiem
Test method
On Id do:
Units
Kit qui' thin nghiem
Results
1 Ham Wong clorua - Chloride content TCVN 7572: 2006 - 15 % 0.009
2 Ham luong sunfat - Sulphate content TCVN 7572 : 2006 - 16 % . 0.042
3 Phan Ong khO ki6m - Alkali silica reactivity TCVN 7572: 2006 - 14 Xem Bang 1/ See table 1
Ghi clic? - Note: Ke't qua WI nghiem chi c6 gid 0/ al va' mju MO do kbach hang geli gm.
Testing results are based on tested sample only.
- Tested by Ngtin'i KT - Checked by P..Thf Nghtern - Laboratory
___--- - -, '
■../ . '
Minh ThO Chung Thi Thoi Nguyen Thi YO'n
Ho Chi Minh City 25 / 04 1.2011
GIAM DOC • DIREDT.'
,,,
,,, c--[...:\\ ■37 1230 / i
/Q1---Z+3X
AIINI r4 A •CO
L" 4 -, W. --, ,ic E 0 4 -
NA 81.t MOT 0 N8:0 SA7 V ;1 ITP. 1
- \\\ P 0 ,-
KT GIAM DOC
PHC) GIAM DoC
Awn .•1*::( .tea
Nguil TN
..----
[Wig
WI thee mac, ktueu fiat )(In vui lOng lien he: Phang QLCL _ DT-Fax: 08.38223362
KO 07-02-01
- No. .../TTMN/HOTN - H11 S TN - Lab No 2145
• KET QUA THU' NGHIEM MAU DA. - TEST RESULT ON STONE- ...<--,,,,,,,6 --- ...,,, Bang I / Table 1 ‘a NCi
STT
CO i'll A. 7:' , '-•-: , i
i.iLro i ,./...
. . ..
Kha nang khif ki6m
06 khd kigip - Rc .
(mmol/L)• •
Oxyt Silic v6 (HMI hinh - Sc
(mmol/L)
Chau Pha Vung Tau stone 1 x 2
Oa ChL, Pha Vung Tau loai da 1 x 2 79.62 XD
,.. A q 1 g 700
Quan
ffiy R
— R
e duc
tion I
n A uc
.1, ,,ky
( m:1 :
noles
:', cr P
re)
c N
u u u
0
6 0 o
o 0 0
0 0 0
D
0 0
0
k , ,
I
• oogreootea cau•ina ac tor espy ision mo•• than ovh•n used with a c•m•nt contain no' 1.513 per -Cent
o hourepotes cou•layi mortar capons on lest than under earn• condltione.
01
0.1 oltiblie•.
percent in o year
perCent in 0 year
• Apar•oote•- tor which •tar •xpon•lon data are not ovallable but which o•• Indicated to be cittlister 1 outt by•p•troaraohlo examinatibn.
• Agorepa t•• for which mortar eapanelon dolt, ore not 47:v011ot:tie but which ore indicated to be• Innocuous by pet•oarophio esamina 'ion
Boundary line between Innocuous and deleterious• aggregates.
1....
Vim. cot :4 0 g 4/ hal) iTha na
• •
(Vino c61 lie ,1 vep h .) _ ...
Aggregates Considered .
' . Potentially 'Deleterious
- -
(Nang
. i I
•
Aggregates rtoneidered
Da Innocuous
.
c6t li -
—hai)
• •
PPPr . _:--
- ---7---- 7'-xl --"----
...4 4. -
Aggregates Deleterious °
, .
r Considered
2 s no 75 10 20 50 75 100 250 non 750 1000 2500
Quantity ..S — Dissolved Silica - (i-eilltreollaa'por litre)
Minn xat: Ke't qua th9 nahiem cOt lieu theo phong phap h6a hoc nom trail viing c6t lieu v6 hai - vOng khang c6 kha nang
xay ra phan Ong kiem / Aggregate is considered innocuity.
Ho Chi Minh City, 25 / 09 / 2011
MN imic, khie .0 nai xin vui lOng lien hO: Phdng &CC _ DT-Fax: 08.38223362
CONG TY CO PHAN BAU TUBE TONG CONG NGHE CAO i CONCRETE INVESTMENT-JOIN STOCK COMPANY
•--PIA- Fitk, kp 3 Nur& Nholi Tr?ch ,Tinh 1 -)6m& Nai
0.(d:?. 225 763 - 0612 225 764 - 0612 225 765 Fax : 0612 225 761
-
NUOCI WATER
CONG VAN ,..., • ,
TY CO PHAN TV' VAN KIEIV1 DINH HAY DUNG BACH KHOA KHOA CONSTRUCTION INSPECTION CONSULTANTS JOINT STOCK COMPANY
212B/34 Nguyen Tral Str - Nguyen Cu Trinh Ward - - No.1 DIst - HCM City
__Tel: 08. 6291 3380 - 08. 6278 0262 - Fax: 08. 6291 3360
- 1.Email: into G bcic.com.vn - Website: www.bcic.com.vn
BACH
HMO -,---_--- - XD 262 LAS
7- "I" / s ''''''' ----- 113 -- -J 7-- '//i<8;ivi '
(,,,. CO N '' -RH KET QUA THI NGHleM '('
Fli A N - ' TEST REPORT i !
Trang/Page: /1.0
-.ist TI_I .;N!". T) ; 1, I
Ten mat' / Sample \'' ''44(c' DUNG (THUY CUC)
Dcm vi yeti caul Client -tefiNat Y CI) DAU TUBE TONG CONG NG
Ngay nhan mau / Date of receive( : 06/05/2011
Ngay thi nghiem / Dale of tested : 06/05/2011 -> 09/05/2011
KET QUA THU NGHIVNI / RESULTS
N`x, y n -..N,
CAW.' X.N.
LAS26277
‘V
STT No
Han m uc phan tich Item analysis
. Dun vi do Unit
PP thin nghiem Test method
Ket qua TN Results
Mtic quy Binh theo Quality level
TCKIWN 302: 2004
I
2
3
Mau sac / Color
yang chili ma / Oil Scum
DO pH / ph value
Mire d" / Set measure
Mire 0 / Set measure
DO.
Measure
TCXDVN 302 : 2004
TCXDVN 302 : 2004
TCVN 6492 : 1999
Khong man / No color
Khong yang / No oil
6.53
Khong man I No color
Khong vane / No oil
4 5_ pH 12.5
I 4 ]lam luong cac ion clo /
Chloride Content (0 - ) nIgil TCVN 6184 : 1996 10.52 1,--. 1000
5 Ham lugng ion sulphat /
Sulphate content (SO/ 2-
)
nigil TCVN 2659 - 1978 86.25 f...--: 2000
6 Tong luvng inuoi heti tan / Total of dissolved salt
mg/I TCVN 4560 - 1988 120.63 5000
7
8
Ting ]agog can khong tan / Suspended solid content
ing/1
mg/1
TCVN 4560 - 1988
TCVN 2671 - 1978
0.76
1.06
200
Top chat hilu co / Organic impurity content
< 15
NIOn
DD
Nguy(tn
xCt / Comment:
Nirac (tat yeu cAu dung cho hirdc
According to TCXDVN 302: 2004
thi nghi't;in Ngtroi Tested by Check
_-_:;7 -
say di,rng (TrOn,
standard, the
CONG
kiitm Ira d b • y
bao dannu be tong ) - TCXDVN
water is accepted for concrete
TP. Ili( Ch1-0:-Int"Titi*,09
TY CI' ',0,1 A;.'?I rKIO ,.'
P ca PHAN TO i 6 -rti VAN KIEM DINE -I \t, XAY DVNG '\(..)(, BACH Kil9A
-----,.. /., .---- , kl'',/ ' iiN\ -
"'"-----NguyCn
mix.
302: 2004
t (Mg 05 nani 2011
k ; D UNG BACH KHOA
' i.nt Doc rector — ------
--
Thanh Tun C------>!---
Tt•irng Le ' "rang N'An Mir),
hi chit / Notice : Mau do khach hang cung cap, lc& qua chi co gia trj tren mau thy. by client,test result is valid namely submitted specimens only Specimens were supplied
CONG TY CO PI-IAN DAU TU . BE TONG CONG NGIIE CAO HIGH-TECH CONCRETE INVESTMENT-JOIN STOCK COMPANY
Ap 3 , Xa Ehmk; Khanh , Nhun Trach ,Tinh Doug Nai ; 0612 225 763 - 0612 225 764 - 0612 225 765 Fax : 0612 225 761
XI MAN G/ CEMENT
CONG TY CO PHAN DAU TU BE TONG CONG NGHt, CAO HIGH-TEcii CONCRETE IN YES !AWN r-JOIN STOCK COMPANY
Ap 3 , Na Phno:c Khanh Nho:n Ihjch ,Tinh Nai
"T61*0'612 225 763 - 0612 225 764 - 0612 225 765 Fax : 0612 225 761
THEP/ STEEL
CONG TY CO PHAN DAU TU. BE TONG CONG NGH kT. CAO NIGH-TECH CONCRETE INVESTMENT-JOIN STOCK COMPANY
DIA C 1 111: Ap 3 , Xa Pht.r&c Khanh .11uyen NI - on Trach .Tinh DOng Nai
Tel : 0612 225 763 - 0612 225 764 - 0612 225 765 Fax : 0612 225 761
NO 120611-02/SOPLINRD PHIEU KET QUA THU . NGHII:TAI
TEST REPORT NGAY: i 2 06/2011
TRANG:o1 , 01
'Fen nn u Name or sample : THEP dai 04.0mm 2 Com!, trinh project : NIlit may nhiC.A din Long Phil 1 3 So Itro'nu intiiti/Quantity: 02 mh
NON nhan matt/Data or receiving : 10-06-11 5 . Ng/t thu m:Au : Data of testing : 11-06-11 6 . Don vi yen ctiti / Client CONG TY CP DT RE TONG CONG NG u. CAO 7 . Dieu }dell thtt Hliem ' lest condition TOc dC.) gin tai tir 0+1/2 Po :k116112 klI(')11g c.11.
Rate of stressing. 01/2 Pa : WilhOUt limit TOe dO gia tai to 1/21 3 11+Pb:3-30 N/min 2/s
Rate of stressing 1/21)6Pb :3-30 Nimm 2/s 8 . Phtrong ph: p flit' . Test method : JIS Z 2241 (1993) 9 . Ket (11.1L1 Mir nghiem Test results :
TEN CAC (.111 TIED SPECIFI•ATION'S
KET QUA THU N(111101 . FEST RESULTS
N , Eitt 1 Sample 1 1111 • 1:EO 1111-P' YEN SU_ E LEST
9.1 DtrOng kink thetp : mm Dianleter :
9.2 Dien rich mat cat 11L , tinL, clanh nghia : 111111 2 Nominal cross sectional area :
9.3 Env keo chat/ : N Yield load :
9.4 Ciitrn han ehav : N/mm 2
Yield strength :
9•5 1.tic keo dirt : N
Tensile load :
9.6 GiOi han ben : N/mm 2
fensile strength :
9.7 DO cLin dai man° dOi Vo
Elongation :
4
12.56
5810
462.58
6100
485.67
I 9.60 1 11,
9.8 Thin non" Rend test 180 0 D=Scm KhOng <, Hirt No crack Gm cHC \o7/CE
(hi (1,,,;110u /Samples trwl.sportc(1 in LAB hi. client.
kh iii liar mein! Result only valuable on sample. ;Art kncp sumplc
TP TH1 NGIHEN1 TONG GIAY1 DOC Dead of Lab .....--7- 77-.-f-44.' ',.&(■-al Director
.:•'-`'?AX. ---- -(1 1 - ----
,,,,f, : ,. ,
I ,,, „...,
NguvOn \goc Flieu \\ --.,_,\ -rr- Y - ,
i fits -;r , '
.116/it dirvc khcich Ih'ing air./1:ji/p////itg
ALI, qui, c (3 gr. :, Iii m1;11 m i ll ch 0"C gio,
NHAN VIEN TN Experimental Staff
VO Dire Thanh
CONG TV CO PHAN DAU Ttf BE TONG CONG NGHE CAO HIGH-TECH CONCRETE INVESTMENT-JOIN STOCK COMPANY
DIA CI II : Ap 3 , xa Phuoc Khan', , I iu,c; ri Nhan Tiaci) ,Tinh Dimg Nai
Tcl : 0612 225 763 - 0612 225 764 - 0612 225 765 Fax : 0612 225 761
NO: 120611-01/SOPETN I: D PIIIEU KET QUA THU' NGIHEN1
TEST REPORT NGAy: 2116:201 I
-I- RANG:01/0 i
i'cm intrName of sample : THEP DEL 10.7mm 2 Cong trinh/Project : Nhn mAy nhiet dien Long Phu 1
56 luong mh/Quantit): 01 to mau Ngny nhil)n m6u/Data of receiving : 10 - 06 - 11
.:> Nri:nv thir inAtt .; Data of testing : 11-06-11 6 . Don vi yeu cau Client : (l'ON C: TY CP DI BE TONG CONG NGE CAO 7 . Dieu kien Mir ni ,: hicn' Test condition TOc dC) gia tai tit: 0+1/2 Po :khOng khCmg chCi.
Rate of stressing OH :2 Po : Without limit lOc: do gia tai tit: 1/2Pti÷Ph :3-30 IN/rnm 2/s
Rate of stressing 1,/2P))Ph :3-30 N:Mm'is Plurong phap Mit- Test method : JIS Z 2241 (1993) Ket qua UM: nghiem ' Test results :
TEN CAC CHI TIED KET QUA THU . NGHIEM I TEST RESULTS SPECIFICATIONS \ lau 1 / Sample 1
THU. KEO 1 1 ILP ! TENSILE 1ES1
9.1 DtrOng kinh tlip : mm 10.7
Diameter :
9.2 Dien tic]) mat cat ngang danh iPihia : min 2 89.87
Nominal cross sectional area
9.3 Luc LK) chay : N 125500 Yield load :
9.4 GiOi han chav : N inm2 1396.39
Yield strength :
9.5 1:isc keo dirt : N 133800
Tensile load :
9.6 GiOi han hen : N/mrn 2 1488.74
Tensile strength
9.7 Di) dan dai mon. cit)i : 11.20 0/i)
Elongation :
9.8 Thu Lion" Bend test 180 '' D=Scm Khonil. nth/ No crack
Gil/cm' \cmci-.
.11:M lave kluich lieub,, dm, eljn phon,i, bbi nglain Samples transported to L.413 by client .
Ket qua cri gbi Ha tmbi Int "-iir dune gal, kluing Inu mdu Result only valuable on sample Vol keep ko17rplo.
NEIAN VIi:',N TN T1' TIII NGHIEM r .N4,-..' . (41Atm DOC Experimental Staff 11ead of Lab ''; .6-€44:141 'rector
Pk1ti 1, I',11; •' •
/ — — . \,
, 21 Ill ti, i J
, VO Dde Th 'An h NU,UV \en ''OC 1 - 11Li -1-:;,...f..„-,Y . ,,,,,ty:
, ,
LONG TY CO PHAN DAU TU . BE TONG CONG INGHU CAO HIGH-TECH CONCRETE INVESTMENT-JOIN STOCK COMPANY
DIA CI II : Ap 3 . X5 Phuoc Khanh . Huyen Nhon Trach .Tinh Dung NM
Tei : 0612 225 763 - 0612 223 764 - 0612 225 763 Fax 0612 225 701
NO: 120611-03/SOPFINKD PIIPEU KET QUA THU . NGHltAl
TEST REPORT NGAY: i2-06-2o1
- 1 - RANG:o1io]
1 Ten m5u/Name of sample : THEP GAN 0 12111111
2 Clang trinh/project : Nha may nliiiq Clii;n Long Phil 1 ,
3 SO Iming man/Quantity: 1 To Imlni 4 Nilty n1151.1 m5u Date of receiving : 10-06-11
5 Ngay thu in5u i Date of testing : 1 1-06-1 1 6 Don vi ye-lu eau ' Client : CONG TY CP DT BE TONG CONG NGIIE CAO
7 . Diem kien UM. nghiem / Test condition "lac dO gia tai tn . 01/2 Po :k11Cmg khOng ells
Rate of stressing 0±I/2 Pa : Without limit
Toe dq Ma tai M. 1/213 b-HPh :3-30 N/mni 2/s
Rate of stressing 1,l2P1.) Pb :3-30 N11 -nn 2 is
8 Phuong ph5p Mir . Test method : .11S Y. 2241 (1993) 9 Ket qua thrr nghiem / Test results :
TEN CAC CHI Illji SPECIFICATIONS
KET QUA TIIU' NGIIIEM / TEST BESHIJS
M5u I / Sample 1
TI 1(1 . 1{120 TI !EP ' II?NSII.1.1TEST
9,1 Huang kinh tlhlp : mm
Diameter :
9 • 2 Dien rich mat cat neang dank nghia : nun-
Nominal cross sectional area
9 .3 Luc kco ch5v : N Yield load :
9 . 4 (Mai han chay : N/mm 2
Yield strength :
9 . 5 Luc kelo an : \
Tensile load :
9 .6 ()jai han ben : N,lmm=
Tensile strength :
9 . 7 Da clan d5i Mom , dui : 0, .0
Elongation :
1 2
113.04
47300
418.44
68300
604.21
22.6
9 .8 TIM' uOn/ Bend test 180 a D--5cm Khan.., ,' Mil" No crack
(;iii ehii,•A./ice.
(1(-17 plic3ng thl nghic;iii Sumpic 0.insporleri in I. A B In clic/it
kluing hot iii:ili R('yult only Ivluablc on sample \of keep Ca/VIC
TP THI NGHIENI TONG CLAM 1)0( -:
!lead of Lab •-,771.-li,reefor General W. T, . ' — ' •
, L.,' i ' r
... , • 1 Nguyan \!!()C Elk "11 .- _.--
11(111 don 11 0q;17 0(171 thli. n;;Ilic3 m (1/7(7
k,'/ (flu; co g/6' 07 11 - ,;11 II7J0 chccic gli.i,
NHAN VIEN TN Experimental Staff
\To Di: Tlinll
CONG TY CO PHAN DA U Ilf BE TONG CONG NGHE CAO HIGH-TECII C'ONCREl'E INVESTMENT-JOIN STOCK COMPANY
DIA CI II : Ap 3 ..X5 PhtrOc IchLinh . IluynNhoin Ticich .Tinb DOng Nai
1:21: 0612 225 763 - 0612 225 764 - 0612 225 765 Fax 0612 225 761
NO: 120611-04 . SOPETNKD PHIEU KET QUA THU NGHIEN1
TEST REPORT NGAY: 12-06-2011
TRANG:otioi 1 TO.n mi:iu Name of sample : Th0 tam d=10mm 2 (long trinhjproject : Min may nhic't di'C'n Long Phu 1 3 SC) luring mh/Quantity: 1 16 mau 4 Ngay nhiM mihiDate of receiving : 10-06-11 S Nga% thui 111L1 , Date of testing : 1 1-06-1 1 6 l)on vi yeu cal ' Client : CONG TY CI' 1)1 13E TONG CONG NGHE CM) 7 Dieu kien Mir ni2hiern / Test condition TOe d() gia tai tir N-1.'2 Ph :khOng khOng che
Rate of stressing OH/2 Pb : Without limit TOc dO gia tai Cr 1/21.-Pi, :3-30 N/min 2/s
Rate of stressing 1,2PI): Ph :3-30 iNl!mm 2 /s 8 . Phuong phap thin! Test method : JIS / 2241 (1993) 9 . Ket qua Mir nghi'em ! Test results :
TEN CAC CHI TIEU KET QUA THU' NOI HEM / TEST RESULTS SPECIFICATIONS Mh 1 / Sample 1
II It_- Kl/O THEP / TENSILE TEST
9 .1 DirOno kinh thep : min 500x10x35 Diameter :
9 . 2 I )icli tick 111'c:it cat ngang dash nohla : mm'- 350.00 Nominal cross sectional area
9.3 I t. re kici chilv : N 124900 Yield load :
9.4 (iiOi han chat' : Nimin 2 356.86
Yield strength :
9 • 5 Luc keo dirt : N 165900
Tensile load :
9.6 Ciii)i han hen : N'inin 2 474.00
Tensile strength :
9 • 7 DO clan di ttrono de)i : °A) 22.6
Elongation :
9 .8 l hir non Bend test 180 '' D-5cm KhOng nut/ No crack c iiii chti' \olicc.
11:111 c/un vi v,'Ir (:;71 dill- pghiMn atm CAM phang an pghican ' Sample man,pokte(/ to L•IR IT dim!
K ;f (pt,i o; ,m;; 07 men mia clapc gai. kM;ng lira mill Remit mill' vaPiable on sample Not keep .camp/e.
NIIAN VIEN TN TP THI NGHIE,1 TONG GIAM DOC Experimental Staff Head of Lab 4.)iiilatv General
.' -, ' -j ,,. , ;, -k, - • , ,.:
/- ' ,
.....----- . _ - Ilhanh \TO Diltic Nguyen Ngoc Hieu :.3-\' '' l "'
c - ii'
CONG TY CO PHAN DAL' TUBE TONG CONG NGUIC, CAO HIGH-TECH CONCRETE INVESTMENT-JOIN STOCK COMPANY
DIA CHI : Ap 3 , xa Phuoc Khninh . Iluyen Nhon Trach ,Tinh D(mg Nai
Tel 0612 225 763 - 0612 225 76i - 0612 225 765 Fax . 0612 225 761
NO: 120611-05 SOPF - 1 NI:1) PHIEU KET QUA. THC NG IIII;21N1 TEST REPORT
Vii.AY: 12-06-2011
TRANG:0 I , 0 I 1 Ten 111L1 Name of sample : Thep tam d 18mm 2 . Cong trinh'project : NIM may nhiiA (1101 Long Phu I 3 . Sci Itrcow roL Quantity: 1 TO man 4 . Ngay nhan milu Date of receiving : 10-06-11 5 . N2AV till'r man Date of testing : 11-06-11 6 . Don vi yeu cilitt i Client : CONG TY CP DT BP: TONG CONG NGIR: CAO 7 . Dieu kien thir nghiem 1 Test condition TOc dO gia tai tn . 0--1/2 Pa :khnM2, khimg cl't
Rate of stressing ()-1/2 Pa : Without limit TOc dO gia thi tir 1/21 ) hl)t, :3-30 Nimm 2/s Rate of stressing li2Ph: 00 :3-30 IN/mn 2 /s.
8 . Phuang phap tha I est method : JIS Z 2241 (1993) 9 . Ket qua thin nghiCin r Test results :
IlA ('AC CHI TII'dI SPLCIFIC.ATIONS
KET ()EA 11 IE NCI III '\I / TEST RESULTS
lati 1 Sample 1 -FEW' KLO 111110 TENSILE TILST
9 .1 Dtr(mg kink then : mm Diameter :
9 . 2 Dien tich mat cat neang dash righla : mm 2 Nominal cross sectional area :
9.3 Luc keo chtiN : N Yield load :
9 • 4 Gioi han eh\ : NI/mm 2
Yield strength :
9 . 5 Luc [Co dirt : N
Tensile load : 9.6 Gioi han ben : N'mm 2
Tensile strength : 9 . 7 DO clan dai tuang clOi '',4,
Elongation :
300x18N35
630.00
209400
332.38
288700
458.25
24.8
9 .8 Thu. uoni Bend test 180 o D-----5cin KhOng nth/ No crack (;hi chit/ Non- ( 0:
c/en phong thi nghiem
khong hat mciu / Remit
TP THI Head
, IN(ruven , . -
/Sample transported to LAB by client.
only valuable on .Sampl 0 Not keep
NGHIF,M TONG of Lab . )141,..ritI.or
/ ,
Nooc IIiu , C -
sample.
GIANT DOC Genenil
‘ , ,.r4'
---."—/ -----
.11J11 dull 17 .1 . ,3 7/ edu dui . 11QhiC;111 dna
lict qua Co girl trt lien m du duvc giri,
NHAN VIEN TN Experimentd Staff
, ..
Vo Dire rhanh ,.,-,.. ':::::,_.....-;'.e.41-.1V7
CONG TY CO PHAN DAU 'CU' BE TONG CONG NGHE CAO HicB4-E,CHCONCRETE INVESTMENT-JOIN STOCK COMPANY
7IW . PlitriYe KbAnh fluyim N1106 Trcich Dimg Nai
71 :4'4 "*.1,v ()Xi0 4 1 .7 -425 764 - 0612 225 765 Fax : 0612 225 761 76' - 0( -4) ) _
B. CAP PHOI BE TONG/ CONCRETE MIX DESIGN
U
1 CC E C)
CC Cy
linde
r
Cy
linde
r Japu
ilAc
Co
mp
ress
ive
str
eng
th ---
U) 25 CO >, ci CN 2)
0'1
78
021 72
001
72
>, 2) CC 0_ -0
0922
1
96 t2
6908
(f) ------ >, CZ (-Z Cl_
-0
CO ---
I I
Co
ncr
ete
mix
pro
port
ion
Adm
ixtu
re
(itr
) Cc.3
SS
CS
-0 ----. E cy) :73
(I-) ----
089
Z29
989
Sil
ica
fum
e
(kg
) 9Z
9Z
CD C \ 3
in 0)
CD) ----
CD <
0821-
02Z
t
OC
ZL
„--,
C-) --,
ZZ
0
8Z
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ZZ
0
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099
02
9
4- a) o a) ,Q2
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c) -c-
08
08
08
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50
Nam
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ent
fac
tory
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farg
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asc
rete
[
Ha
Tie
n
Sai G
on
CONG 'IV CO PHAN D-C TV . 131: TONG CONG NGIff CAO
HIGH-TECH CONCRL IT INVEsTmENT„JOIN STOCK COMPANY
Dia chi : AP 3 - X3 Phu& 11111111, HuvOn Nho . nTrCich -TInh f)kn Nai Fel : Ob I 2 225 7(3 - (1612 225 764 - D6222 765 Fax : 0612 225 761
THIET Ki BE TONG XI XIANG CONCRETE MIX DESIGN
Khach hang/ Customer Sopewaco NEI hii;u/ Code: PIIC-LF
( 'Ong trinIC Project Dn . an nI6 may nliii:t (him Long Phil
Dia dii.'in/ Location SOc Hang
II4ng mite/Article
NI ,Ac thi3t1,3 ;)? (z,/,/./, , SO R7 (Nipii; NLL'iy thi rIghinl irc , fccia'cric
1 C.II c,Iu/ /6N/tiro1lc1its: DC, mit .',1/0/ii? SO-- -20 (mm) 20-06-11
NI:Au 1.1 - 11 (11/iihici ipopic 15N30 (cm)
I. I)' H,' trip cho 1 in 3 be tong/ Mix proportion for a cubic meter of concrete
TT.Vo
I
2
4
r
n
7
Vi:i t li e u! Materia/ Nouon goc/ Source
X: 11:: ■ 11:2:: C 1 LICLID.2.c NILisclet.!
6 t S011Lr River Nctnti ,.\ n c,i ;in ,2, ..
L.:i. :1 , 2.11i3m ( '/h,:a'scoid
] )L1 1x2 lx2 Stow Ci<iu Olin - VI:tr2. I LI
NtRY,.• Outer
Hi...; mu non hoc Chcini(Atia,/ (once 57, ' ft,.!.388
i'lli. 1 ,..Liu kho.lnu .Illaercti 00. Silicarunic
Dun vi ITnit
kg
kg
.1 (1
kg
lit
/
kg
Khiii Itrolig Onantity
530
600
0
1230
125
5.3(1
26
II. Clic chi tieu ky' thu:it ctia Silt Iiilu/..ipecificritioris of material
Specific Gravity (glcm 3 ) Absorption %) Sand Ratio (%) i
Cement ' R Sand
3 10 2 -:.;6
C.San,d
2 7'
1x2 Stone R Sand
2 71 0.9
C Sand 1x2Stone
0 90 0 67
River Sand
100
Crushed sand
0
III. C'lit thong sip 1: -' thurtt ctia mac trio 1:i' N'I Lt qua ni, n/ Specifications (4 :mix design and result
I \ I,.' NA .\ 1 - II (. ratio 0,-,-, No.
c omprek L. strength (N/inm 2 )
RI R.?
Sec next pnpe;
R7
, 1\ c',-"At/cat lieu - S 1 calico 0.36 -
-,
NH AN VEEN TN TP 'Fill NGHIF'Al Tested by Head of Lab
,• - - 1 )
i :.. - ,, , v -- --'
N'0 Dire Thanh No. uv .c?- ia Nom'
TONG Cl \l
. ; - ,.. 3 ' '-(;encral Director (,,,
,, / -'*
DO(
.-/ i I ' 0011
Vz. \ ,,,, - .... ' --' . ){ r
::cr'-:7,: - V ', ' i ii;:,, L, ''- ::":m. . '0'' . 1:: :
.Y1
CONG TN' CO PHAN DAL TU. BE TONG CONG NGI1E, CAO /I/Gil-TECH CO:VCRETE LVI'ESTI/EIVT-./OLVSTOCK COMPA A' Y
Dia em .9/dre.,s : Ap 3 . xa PlItreTc K11:11111.1 -luyctri Nium I each .Finh 1)Cing. Nat
thoidet 3, l'Infoc Khonh, ,Vhon Troch, Dong Nal proviHcc
76i - 001" "11 S 704 - 001? ??.'i 70 Filx : 061.7! 701
ft.kNG; TONG I R). 1 3 KE1' QUA NEN 1VIA11 01 \GAY: 29/06/2011
- Fen man Ndine of sample:
- Don %•i ■ eti c,'01: Client : CONG d 1 1 C1) 1)1 111 1. - 1- 6NG LONG NG111: (1' AC)
- C0pig. trinh Prdiect : \IllI'L 1)11:N LONG PIE . - 1111-;RNI \ 1 PO \\MIR PLAN 1 1
- Dia diem 1 0 ,, : ition : in lallo Till Noillpm ( , 6\ ( ,, Ty s( ) pi_ w ., \ co
- N6i dun tin ngliiem 'lilt N(11-1101 CLING DO BC; InNC, NI NIANCI
( ontent :
- Fl roan Pltap thi ipdliem AS IN1 C39-01
1\lethoti
(1'6:NG DQ NLN CLA 131/ TONG (XI INIAN(; LAFARGE)
COMPRESSIVE STRENGTH OF CONCRETE, SASIPLES
ST I
1
id,Hr
pw tm- ,n
...-.. -
\ ' I 1 ,,,, 0 ,, nc
Listing - date
\ ', ,,,,, v - n, n
Fxperimen
t date
Tu61:
Age
Ntric thiet
ke / ,, . , Designeu
grade
( \lpt)
Luc nen
in'Th , , , \ iax
pressure
ILN )
Ct.r6lin di) '--
chit: nen / 1 .
opssive Cmre ,
strengtri
(Nlpa)
Trung
bin11/
Average
(MN)
Oat t1.' le: '
.Achieved
rate
CA))
15';'11 . 2u-m-11 , 27-06-11 7 SO 1473.7 83.4u 83.1 103.88 , \ ;, , ,,. :, u i() _ 11 i 1 ( 57_ 9 6_11 7 NO 1490.0 84.70
1' . 1 u ' 20-00-11 27-06-11 7 80 1434.8 81. 3 0
, 2
15\ 11, H 20-0()-11 2 -/-06-11 7 80 1440.1 81.50
83.5
82.6
84.30
8 3 .40
82.00
104.38
%a'. i ,..
10'.3.129,
. .--, \ Th 20-w)-11 ''7-06-11 7 80 1490.0 84.70
15 x 3 11 20-00-11 27-06-11
27-06-11
7
7
80 SO
1489.0 1456.0 13 \ ',u 1 20-06-11
1 \ 0i 20-06-11 27-06-11 7 80 1461.3 8 3 .70
20-00-11 27-00-11 7 80 1403.1
4
70-00-11 27-06-11 7 80 1523. 2 80.20
84.4 105.5 101 '.-1- 1.0-110-1 I 27-00-11 7 80 1491.3 84.40 L . . iL 20-1,0-11 27-00-11 7 80 1459. 5 82.00
29-00-11 27-00-11 7 80 1404.8 8 3 .90
83.4 104.21 15x.){; '0-00-11 '7-06-1 1 7 80 1479.0 83.70
2n_ig,[1 27 - 0 6 _11 7 Su 1475.4 83.50
()
15\ 211-00-11 27-06-11 7 80 1491.3 84.40 84.0 104.96 1 l`s31; 20-0()-1I 27-00-11 7 80 1400.0 84.70
1--, \ ; 0 20_00_11 27-00-11 7 SO 1463.1 82.80
15\ 1 c , 2u-1)o-I I 27-06-11 7 8 , 0 1482.5 83.90 83.8 104.71
_
7 1 -:,- \ 41 70-HO- 1 i 27-06-11 7 80 1489.6 84.30 if, \ ; 0 ()-00-11 3 7-00-11 7 80 1408.4 83.10.
CONG TY CO PIIAN DAL') TU. BE TONG CONG NGIIE CA() HIGH-TECH CONCRETE IN EcTMENT-JOIN STOCK COMPANY
.1d(Irc.\.■• : 3 . X2 Phu& KLuth Nho'n 1)ng Nai
//670/ct 3, Phuoc Khanh, Niron Trc. ich, 1)017g Nui provincc
Doi : :). -.)5 705 - 0012 225 76 I - 00:2 225 76 F0 : 0012 225 761
NOAY• 29406;2011 13,, Nc; Tom; !icy KET QUA NEN MAU 01
8
1 -3 8 Th " 2 -06-11 29-06-11 7 80 1480.7 83.80
82.7 103.42 15830 22_06-11 2 9-06-11 7 80 1459.5 8 2 .60
1 5, \ 30 2 "-06-11 29-06-11 7 80 1445.4 81.80
9
I.5836 22-06-11 29-06-11 7 80 1454.2 8 2 .30
83.2 103.96 15 \30 224'6-11 29-06-11 7 80 1496.6 84.70
I ::-, 8 ',0 22-00_ I 29_06_11 7 80 1457.8 82.50
10
15 \ ',6 22-110-1 ' 2.0-06-11 7 80 1475.4 S3.50 83.7 104.58 158Th 2 2-66-11 29-06-11 7 80 1498.4 84.80
1 .8 \ -:0 •• 22_06-I I 29-06-11 7 80 1461.3 82,70
I \ 30 22-06-11 29-06-11 7 80 1507.3 85.30
84,3 105.33 1 :-') \ "0 224:6-11 29-06-11 7 80 1494.9 84.60
15 \ -',0 22_H,-I 1 29_00_11 7 80 1464.8 82.90
12
I f,,K ;LI 12 -06-11 29-06-11 7 80 1491.3 84.40 83.6 104.54
1 -'830 2 24:6- I I 29-06-11 7 80 1479.0 83.70
15y', 0 22-06-1 1 29-06-11 7 80 1463.1 82.80
12
1: \ m
1,-'8 '0
22- Go-I', '9-06-11 7 80 1-156.0 82,40
83.5 104.42 2.i-H(-1 I 20-06-1 1 7 80 1406.6 84.70
- 8.30 „ 4'0-14 29-06-11 7 80 1475.4 83,50
14
5 \ 30 22_16-1 I 2 0-06-11 7 80 1487.8 84.20
83.6 104.46 15830 2 2 -06-11 29-06-11 7 80 1479.0 83,70
; :=),20 22_( (,- II 29-06-11 7 80 1463.1 82.80
I T-, \ -',6 22 -1 H i I -)9_00_11 7 80 1464.8 8 2 .00 104:4_1 :
■ N6 ; 1 I 5830 22-06-11 29-06-11 7 80 1493.1 84.50 83,4
15 3I) 2 -06-11 .1_ -- 2 9-06-11 7 80 1461.3 82.70
CONG TY CO PHAN DAU 'IC BE TONG CONG NGHE CAO MG II-TECI I COVCRETE /N VESTMEN'T-JOIN STOCI ■" COMP. IN Y
Din clv .1(/dve : Ap 3 . N3 Phn'ac Khalil) ,11u ■ cn Nhan I rack .1Thh I)One Nni
Ham/ei i, Phitoc 1.7h/11/2. Xhon Trqch, Doi Nal province T el : 0H 2 2'5 7 6 -.; - HO I 2 225 761 - 0612 225 76 Fax : 061 .2 225 7() 1
BANG TONG HOP 1:E QUAQE NEN MAU 01 NO:NY: 20:07 2011
- Ti'm man Name of sninpic:
- Don vi ■ ai eau Client : LONG 0 Y CO 1)"I BC', TONG CONG NOM:, CAO
- COng ti - 11):1 -11)roH:t : NI IIRLD1RIX LONG PITCJ - THERMAL PONNTIR PLANT
- Din 0ieT). I oc;[tion P11(‘)NCI H II NC01111N1CONG TY SOITNV.NCO
- N0i dung ti -iini-ii0in . 141i NO11111N1 WONG DO 131:i, TONG NI N1ANO
Content :
- 01 Fang l'hap thi righi0in .N8 l NI C30-01
Method :
CLO'N1 G I)() NEN CI A BF TONG (XI MAN(: LAFARGE)
COMPRESSIVE S TRUING III OF CONCRETE SAMPLES
ST'l
KR), n- , , ,-,, ,m
,, mmern,,,,,, ic:10
,,, !, ,,,,,,,\ ,„,,,,, :_-. -
C.1-111 -61. - (late
Nn,', \ 1 -1 ,:11 _ . 1:1x0crimen -
t date
.
\ 0,2 • .,-
Mac thit , ,: , ice :
Designed
grade
(Mpa)
Tab;. '
Lye. riC2n
iiiiii !
Max
pressure
(RN)
Ctranii. 00
chin 11('n .'
Cornprcivc
strent h
(MN)
1- rung
Binh
Average
(Mia)
ftut.' le
Achieved
rate (0,0)
1
, s'; \ 30 M-110-11 18-07-11 1 8 80 1526.7 86.40 86.1 107.65 15x30 20-06-11 18-07-11 28 80 1496.6 84.70
15x30 20-00-11 18-07-11 28 80 1540.8 87.20
15s 30 20-0()-1 I 1S-0 7 -11 28 80 1475.4 83.50
I 84.2 105.21 15x_ 20-00-11 18-07_11 28 80 1496.6 84.70
15.x30 1 0-00-11 18-07-11 1 28 80 1489.6 84 . 30 15 \ 30 0-00-1 I 18-07-11 1 8 80 1420.7 80.40
81.6 100 15\30 1 0-00-11 18-07-11 1 8 80 1443.6 81.70
1.5x30 20-ae-1 I 18-07-11 1 8 80 1463,1 82.80
4 15x,', 0 1 u-0H-11 18-07-11 1 8 80 15 -1 3. -1 86.20
87.4 109. 1 I-3:\30 20-0n-11 18-07-11 28 80 1544.4 87.40
15\30 20-00-11 18-07-i I _ 8 80 1565.6 88.60
15\30 30 20-00-11 18-07-11 28 80 1464.8 82.90
82.0 102.54 1 5'60 20-00-11 18-07-11 28 80 1443.6 81.70 15 \ ,-;0 20-06-11 18-07-11 28 80 1440.1 81.50
6
15 \ 30 20-06-11 18-07-11 28 80 1491.3 84.40 84.0 104.96 15x 30 20-00-11 18-07-11 28 80 1496.6 84.70
15 \ 30 20_0611 18-07-11 28 80 82.80
7 15 \ 30 20-06-11 18-07-11 28 80 1411.8 79,90
79.6 90.50 15\30 20-00-11 18-0/-11 80.10 15N30 20-0()-11 18-07-11 28 80 1392.4 78.80
CONG TY CO PHAN DAU TU . BE TONG CONG NG H k7, CAO
HIGH-TECH CaVCRETE LVITSTMENT-JOIN STOCK COMPANY
Dit cin 1,7,I'vcv : : Ap 3 . xa l'lltr6v. Kb(u-i11 . Iluyk:n N11011 Troch .THill Dip.2 Nui
Hondo 3. Plum(' Khonh, Alum Trych, Doll Nal provincc
lel oil'. :25 76: - 0612 :25 761 - 0612 225 76 Fax : 0612 225 761
BANG TONC 1 101' KET QUA NEN MAU 01 \(1.\ 1 1 : 201/7 011
8 15x ;0 22-Ou- I 1 20-07-11 28 SO 1533.8 86.80
87.4 109.25 15 \ 30 22-()6- 1 20-07-11 28 80 1547.0 87.60
I 5 x 3u 32 -06-11 20-07-11 2 8 80 1551.4 87.80
9
15 x 3u 22 -06-11 120-07-11 2 8 80 1454.2 82.30
83.2 103.96 15x30 22-00-11 2 0-07-11 28 80 1490,6 84.70
I 5• \ ;0 22-06-11 20-07-11 28 80 1457.8 82.50
10
f, \ Th 22_00_! i 20-07-11 28 80 1528.5 86.50 87.3 109.17 15830 22-00-11 20-07-11 2 8 80 1551.4 87.80
15 x -;;1 22_0()-i 2o-07-11 2S 80 1549 87.70
I I 15.830 22-06-I I 20-07-11 28 80 1401.2 79.30
79.6 99.50 I s-, \ ,-')() -' -) _ 0 0 _ , , ) () _ 0 7 _ 1 I 28 80 1424.2 80.00
15\30 2 2-06-II 2 0-07-11 2 8 SO 1394.2 78.90
12 15y;6 2 1 _()6_11 2 0-07-11 2 8 80 15-14.4 87.40
87.6 109.54 i5\ 30 22 -1 0 20-0/-11 2 8 80 1532.0 86.70
15. \ Th 22_00-11 20-07-11 28 80 1569.1 88.80
r
1 .8 x ;0 1 2 -- -00-11 2 0-07-11 2 8 80 1544.4 87.40 86.9 108.58 15 \ +0 22-1,- 1 20-07-11 2 8 80 1532.0 86.70
15x3!) 22-06.11 20-07-11 2 8 80 15 2 8.5 86.50
14
15x30 22-0o- i , 20-07-11 28 80 1558.5 88.20 86.6 108.21 15\ 30 22-06-1I 20-07-11 2S 80 1496.6 84.70
_-,•• \ ,;(1 22-110-1 i 2 0-07-11 2 8 SO 1533.8 86.80
15 15830 2 2-00-11 2 0-07-11 28 80 1517.9 85.90
86.7 108.38. _ 15 \ 2,0 22-00-11 20-07-11 2 8 SO 1540.1 87.50
15\36 2 2-00-I 1 2 0-07-11 2 8 80 1532.0 86.70
CONG TY CO PHAN DAL': TU BE TONG CONG NC - HI:ICAO HIGH-TECH CaVCRETE INVESTMEN'T-JOIN STOCK COMP:1NT
NI ;:hi • . 41111 - c.\ : Ap 3 . xa Phu ) Cre Khanh .11u)C)n Nhon I rach . lanh D(11m).1.Nai
I hinmIci 3. Plume KhLoih. ,Vhon Trych, Don,c.; ;Val province )(,12 225 767, - 0612 225 7()1 - 0612 22:, 70 Fax : 0612 225 701
' - BANG TOM; HOP KET QUA NEN AlAti 02 NGAY: 22 1 07/2011
- 1Th ipan Nam): or .:111 -1p1c:
- Do))) \ i % C)14 chit Clicnt : C6NCT TY CP DT 1313 TONG CONG MiI11-1CAO
- Cong. Irian Projcci : NI111 .):1' DIFN LONG PILL - l'FIERN1A1. PO \\ 111: 1 1 1 AN 1
- Dia di2ii1 ' locati())1: 011ONG hl li NG1-1112A1 CONG '1Y SONAV. ■ CO
- NCii Llumi_). thi n),Lhican T1 li NG1111 .1\1 CI .(15N(1 Dc)111 -7. TONG NI N1ANG
Conft)n) :
- Phnong nap Oil nli.lkrn ) ASTM C39-01
Nlethod :
Cl'o'NG DO NEN CEA BE TONG (XI 'MAN SA1 (ON)
CO \ IPRESSIVE SfRENGTII OF CONCRETE S.01I'LES
STT
kic)1t4)1,))2
, om)::1))101)
:)4111
Ny.,)\ )UL ,
C;L:nnL, -
daft)
:\,{)1\ mien /
Expel-in -Len
I date
,
•)2.c
N1ac thiCI.
li(:' ,/
1Kslunco
gracic
(N11-1)4)
Ltre n.1.1
MLitt
1\ tax'
pressarc
(kN)
C14. 611).1 d(1) 1- , •
chin chi .
Comprc),sivc
stren)Ith
_ Fruna
binh /
Average
(1\1pa)
D41t ty 1C;
Achieved
rate
(%)
1 15\30 20-09-11 18-07-11 28 80 1450.7 82.10
8045 100.63 15x30 20-06-11 18-07-11 28 80 1399.5 79.20
15x30 20-00-11 18-07-11 28 80 1417.1 80. 3 ))
))) 2
I 5x30 '0-0(-11 18-07-11 28 8(1 1510.8 85.51)
86.5 108.13 1 -,x30 20-00-1! 18-07-11 28 8(1 1532.0 86.70
\.-',0 11 0_06-1] 18-07-11 28 80 1542.6 87.30
1;
15x30 20-00-11 18-07-11 28 SO 1477." 83.00 85.4 17,- )
0))) )
15 x3() 20-00-11 18-07-11 28 80 1514.3 85.70
15x30 20-00-11 18-07-11 28 80 1533.8 86.80
4
I 5N3() -)0_60_11 18-07-11 1 8 80 1403.0 7(440
81.00
79.9
,)
15x30 0-hc,--11 18-07-11 28 80 1392.4 78.80 1 7 \ :0 10-60-1 I 18_07_11 28 80 1441.9
15 \ -2,0 20-00-11 18-07-11 28 80 1500.2 84.9))
85.0
k .:--,...
106.29 15x31) -)0_06-11 18-07-11 28 80 1532.0 86.70
3 0-00-11 18-07-11 7 8 80 1475.4 t 8;.))
9 15x311 20-00-11 18-07-11 28 80 1509.0 85.20
80.0 107.46 15\30 20-Iin-11 18-07-11 7 8 80 1549.7 87. 7 0
I 5x3)) 20_09-1 i 18-07-11 28 80 1498.4 84.811
r~
15\3l) 10_00_1 I 18-07-11 28 80 1420.7 80.40 80.9
83.10
101.13 15x30 20-1)0-11 18-07-11 28 80 1399.5 79.11)
I 3 0 20-06-11 18-07-11 28 80 1468.4
CONG TV CO PHAN DU TU. BE TONG CONG NG111:, CAO HIG1J-TF(71 COACRETE INVESTMENT-JOIN STOCK COMPANY
Dia chi -0111y.i, i Ap 3 . X:11 Phu& KlInnh . H u ■ cn NI -ion 'Iroch .Tinh 1)ong Ndi
//um' , " 3 . Philo, ' khoilh, Mum IT/ 1 (. 1 ch, Doug No/ Provincc Tcl : Oh IL' 225 TH - 00! 2 225 76 i - 0612 225 76 F;1\ : 0612 225 MI
BANG TONG IIOP KET QUA NEN MAU 02 \(i:\ Y: 22 1072011
r
1500 24-06-11 r 22-07-11 28 80 1512.6 85.60
85.7 107.13 15 \ 30 24-00-i I ; 22-07-11 28 80 1496.6 84.70
15x30 24-00-11 ' 11'-07-11 1 77
28 80 1533.8 86.80
0
15\31 0 24-06-11 1 22-07-11 2 8 80 1480.7 83.80
85.3 106.67 15 30 24-06-11 ' 22-07-11 28 80 1532.0 86.70 I .-, 30 24-00 - 11 ' 33-07_11 38 80 1510.8 85.50
10 I 5N30 24-06-il 2'-07-11 28 80 1528.5 86.50
85.3 106.67 15 2,0 1 4-06-11 2 2 -07-11 28 80 1480.7 83.80
15\30 24-00-11 22-07-11 '8 80 1514.3 85.70
ii 15x30 24-00-11 2 2 -07-11 28 80 1489.6 84.30
86.3 107.83 I ..;\ -', 0 3 4 06 1 i -,, 0 7 11 38 80 1530.2 86.60
I 5>30 3 4 00 11 21 0 -7 11 38 80 1553.2 87.00
12
I .5 \ m )4_06-11 2 1)-0-11 '8 80 1456.0 82.40
82.0 103.58 15 \ -;() 24-06- I 1 1 22-07_11 2 8 80 1443.6 81.70
15 \ 3,0 24 00 11 _33-07_11 78 80 1403.1 84.50
13 1500 1 "4-1'6-11 1 2 2 -07-11 "8 80 1456.0 82.40
82.3 102.92 15 \ 30 ' 24-00-11 22-07-11 7 8 80 1426.0 80.70
15\30 24-116-11 '2-07-11 28 80 1482.5 83.90
14 15 \311 ' 24-00-11 22-07-11 28 80 1487.8 84.20
83.6 104.46 I U30 1 24-00-11 32- 0 7-1 I 28 80 1426.0 80.70
15 \ 30 I 74-06-11 22-0 7 -11 28 80 1516.1 85.80
15 15 \ 30 ' 24-06-11 22_07_11 28 80 1464.8 82.00
84.7
85.70
105.8.8 15 \ 30 ' 24-00-11 22-07-11 28 80 1510.8 85.50
24-06-11 22-1/7-11 28 80 1514.3
TI' Tili
Head of 1.01)
/
FONG (;I.b1 I)()(
,.<, I I)irectot -
DAVIT
011(r ;101 I
1,11i1C1;
CONG TY CO I'll..kN DAL 'lir BP, TONG CONG NGIII:. CAO
HIGH-TECH CONCRETE INVESTIENT-JOIN 'I O( CONII)..1 .
Di.: chi : :\ p 3 . \;:i Phuoc 1:11:11111 . I Im . 911 NI- m Mitch .Tinh Dantz_. NM
le!
:0012 225 7 02, - 0012 225 7 04 - 0(312 225 705 HN :1 .1012 227 701
.
THIEF KE BE TONG XI NIANG CONCRETE 211IX DESIGN
muich 110u1,2,/ Customer Sop CNN aco
Ciing trinh/ Project Dy. :in nh.i nr.iN nhiC:t dii'n Long Phil
Dia diCln/ Location SO(' 'Frilp..I
I L.mg m ye/ Article
\I;AL: thiCt 2C, ,/k,,, g/7 . (4/ - 0,/,c 80 R/7
1 . Cu c/ RNitircinciits: DC) :-.. ,m s/ i//) ,, / , 80-/ -20
lit( nm (1 ,, /0/1;7 xcniipic 15830
.\15 hii2u/ Code: 111C-IIT
Nu:ty thi m2.11iicm1' Tc3tc(iciate
27-00-1 I
CVIF4)
(runt0
( i cmo
I. 1A . Ii; tt-i)n cho I in 3 he ISn(, , / ..1/jv proportion for a cubic meter of concrete
TT
.Vo
1
2
'',
4
:,
0
7
\ a t licm/.1tateria/ Nguon giicl Source •
Ni n - 0t -1 ,_, Cannel 11.'t 1 iOu typic II
C:11 S4Fft2 Rill I . ..U1?(/ AP. ( ibn''
Ci.in lillim I V 2‘/;,. ,./ ,,1111/
Di) I N -2 1. ■ : !OjiC (h/;t1 Phi - \d(.1 '111U
\ Li6;_.' ■ Hic ,-
PH , .M 1162 Hc ('0L0:/:c/ a,/ (:u:: :SI-', 7 ! 1- 3t . 188
PhL) .1.1;11:11oom: \ 1 ?co . ,i/ (1:( WL..;111Li1 A..
Doll vi
Unit
k(f a
kg
K(.1 ' ,-,
kg
lif
/
K .
Kliiii Itrolio , Quantity
5 5{)
682
0
I l'..;()
1 -IR i _.
:5 :50
0
II. Clic chi tii:u ky thwit (Ala vlit Iii/ Specifications ol material
Specific Gravity (glcm 3 ) Absorption (°/o) Sand Ratio (%)
Cement
3 10
R Sand
2.613
C Sand
2 71
1x2 Stone
2 71
R Sand C Sand
C O 1 0.90 [
1x2Stone
0.67
River Sand 1 Cmssed sand
100 1 0
III. Clic thong s6 1:. ■• thu:11 coo mac thiii Lc N :I It qua nn/ Spectl. ications (JIMA- design and result
I .1 R \ NM - I!' C i - /t r 0 0.2:', No
cmprc,;she Strength (NInnici i
li ■ IC; icm, ctM iicm - 0:1 ■ 'crtio scc ]1(X1
-, 0.36 I
NHAN VIc:N TN Te.:ted by
-,'
77
VS
CONG TY CO PIIAN DAU TU: BE TONG CONG NG111:7, CAO HI G I 1-TEC11 ("0:VC -REIT EN'I'ES Til I ENT-.10 EV STOCK C():111 1,-1,VY
Dia chi;.-laare. ■ s. : Ap 3 . V-i PhIr6c Klvdrill . I luy6ri Nhori Tr4h.Tmh D()rig Nai
Ilconlci 3. Pluroc Khonh. .Vizon Trych. L>oitg Nal pros incc T,,I 0 6 12 225 76; - 0 6 12 225 761 - 0612 225 76 FLR , 0 6 12 225 761
BANG TONG 110P 1{ET QU:\ NEN iNIAU 03 NoAY: 05;07;2011
- I C‘n m3u Nw-n,... or sample:
- Don vi ■ C2t.[ c3u Client : LONG TY CP DT III ^I TONG CONG NOI11;1 CAO
- C611:1 trinh Project : NI111•T DIEN LONG PI 11' - THERNI.N1, POWER PLAN1
- IThi d1r6 Location PHONG Illi NO1111 .INI LONG 'IA' SOPEWAC'0
- N6i dune thi ii ,lhiC.m ' Till NGI111.IN1 (TONG DO BI.L. TONG XI MANG
Caritct :
- Phron: Ph:tp 1111 nghiem . ASTM C9-01
Method
C.UO'NG DO NEN CEA IIE TONG (XI AIANG IIA TIE,N) COMPRESSIVE STRENGTH OF CONCRETE SAMPLES ,
till
n],d, Llnioc , 11.1
) mcn.ior. (cm)
N,,,, !One,
C.,tstin ,./.
- - date
N,,,,1\. nen
1.1\perimen
t date
, lit6i Ap_c
Nluc thiLIII IK.
Desi,Lme0 crude (\Ina)
Inc non in:in ' NI:IN
pressure
(LN)
CLr6m.106 - •
chin nen Compressive
1 strengtri (Mpa)
l'rung Binh '
\vcrIlgc (Mpd)
DL.it tv lc.‘ Achieved
rate (II0)
1 15 N 30 27-06-11 04-07-11 7 80 1403.0 79.40
102.21 15 \ 30 27-06-11 04-07-11 7 80 1461.3 82.70
15\30 27-06-11 04-07-1 i 7 80 1470.1 83.20
2
1 5y30 27-06-i 1 M4-07-11 7 80 1404.8 79.50
81.5 101.88 I ; \ 30 27-06-11 04_07_11 7 80 1426.0 80.70
15 x30 27-06-11 04-07-11 7 80 1489.6 84.3(1 15 \ 30 27-06-11 04-07-11 7 80 1406.5 79.60
82.4 102.96 x3o 27-06-11 04-07-1 1 7 80 1479.0 83.70
15 \ 0 27-06-11 04-07-11 7 80 1480.7 83.80
4 15v30 27-06_11 04-07-11 80 1480.6 84.30
82.5 15 i\ 30 27-06-11 04-07-11 80 1405.5 79.54
1 -, \Th 27-06-11 04-07-11 7 80 1477.' 83.60
15 \ 30 27_06_11 04-07-11 7 80 1411.8 79.90
c-
I\ ---\ t. \- I ,.) 8
- 1 5 \ 30 27-06-11 04-07-11 II 80 1479.0 83.70 1: \3u 27-06-11 04-07 1 1 7 80 1493.1 84.50
6 15 \ 30 27-06-11 04-07-11 7 80 1403.0 79.40
82.0 102.46 15 \ 30 27-06-11 04-07-11 7 80 1 61 ' 82.70
1 5 3, 0 27-06-11 04-07-11 7 80 1480.7 83.80
1 5 \01 27-06-11 04-07-11 7 i 5y3;1
80 1403.0 79.40 81.6 101.96 27-06-11 04-07-11 7 80 1470.1 83.20
15\0 27-06-11 04-07-11 7 80 1450.7 82.10
CONG TV CO PHAN DAU TU . BE TONG CONG NGITE CAO ., . IIIGII-TECII CONCRETE INVESTMENT-JOTVSTOCK COMPANY
1')ia chi ...1 c/Jrcs.s . : .Ap 3 . 1Xa Phuoc Khanh , Hu ■ c'n Ahem Trach .Tin1 -1 Di.)ri, Nai
Hom/e/ 3, Phi «: Khaith„Vion Trych. floyg Nal province
Id : 0612 225 763 - 0612 225 764 - 0612 225 76 FL1 \ : 0612 225 761
RAN(;TONG HOP NET QUA NEN MAU 03 No;\ y : 05/07/2011
8
I 5x30 28-06-11 05307-11 80 1441.9 81.00
81.4 101.71 1.5 x30 28-00-11 05-07-11 7 80 1408.3 70.70
15 x30 28-00-11 05-07-11 7 80 1403.1 82.80
9
I 5.3C) 28-00-11 05-07-11 7 80 1410.1 70.80
82.0 102.5(1 1= \ '11,0 28-00-11 05-07-1 80 1479.0 83.70
l\3) 28-00-11 05-07-11 7 80 1457.8 82.50
10
15 \ ;0 28-06-11 05-07-11 7 80 1404.8 79,50
82.0 102.50 15 30 28_00_11 05-07-11 7 80 1403.1 82.80
1 5 30 28-00-11 05-07-11 7 80 1470.0 83.70
11
I -; -),0 28_00-11 05-07-11 7 80 1471.9 83.30
81.9 102.42 i53) 28-06-11 05-07-11 7 80 1406.5 79.00
1 \ 311 28-00-11 05-07-11 7 80 1404.8 82.90
12
28-00-11 05-07-11 7 80 1403,0 79.40 81.6 102.04 15\ 110 28-00-11 05-07-11 7 80 1479.0 83.70
1 28-00-11 05-07-11 7 80 1445.4 81.8))
f,̂
15 \ 1;0 28-00-11 05-07-11 7 80 1403.0 79.40
82.0 102.50 I 53o 28-00-11 05-07-11 7 80 1401.3 82.70
15 30 28-00-11 05-07-11 7 80 1482.5 83.90
14
IT, \ 20 28-06- I 1 05 - 07 - ]) 7 80 1399.5 79.20
82.2 102,79 15 30 28-06-11 05-07-11 7 80 1-1()0.0 84.70
17\ .10 28-00-11 05-07-11 7 80 1463.1 82.80
1 5
15 \ 30 28-00-11 05-07-11 7 80 1411.8 79.90
82.0 102.54 1S\ -10 28-00-11 05-07-11 7 80 1475.4 83.50
I 5x30 28-00-11 05-07-11 7 80 1461.3 82.70
CONG TY CO PHAN DAU TU . UE TONG CONG NGHT:: CAO HIGH-TECH CONCRETE INVESTMENT-JOIAT STOCK COMPANT
I)il chi '.-Icich:e.s:s : .-kp 3 , )(3. Phu& 1:h(inh , I luyal N lion Trach ,Tinh Di)m2. Nai
Ihnnict 3, Phzioc Khunh, Nhon Trych, h)ong - Naiprol'ince 1,21 : 0012 21'5 767, - 0612 225 764 - 0612 225 76 Fax : 0612 225 761
BANG TONG 11(). 1) KET QUA NEN NIAU 03 NG:\ Y: 26'07'2011
- ha inatkNaine of sample:
- Don \1 \ al can Client : CONG TY CP DT Bf". TONG CaNG NGIII -;. CAO
- Cnng trinh Project : N HILL D11',IN LONG PI lu - 11111:N1AI POWPIZ 1)1 \N 1
- Dia di,.'111 ' Loca0on : PlIoNG TI li NG1111;;1\4 CONG TY SOPFWACO - Mii dung thi iw.hicTii 111i NG1111 7,M ClrONG DD Br.; •IONG XI MANG
Content :
- Naming Phap ihi ngrIL, AS TM C39-01 Method :
CL .ONG DO NEN CUA BE TONG (XI 1.ANG HA TIEN) CM1PRESSIVE STRENGTH OF CONCRETE SAMPLES
STT
Kich Ow .-,
Dim,:n.ton 62110
, . \ L._,, , , \ ■ \.I
d 1),L N ._ . CL6,ting
dale
-.„, , , ; . 1 .L_.,,\ -ic.n ! .
1,xpernnen t date
. I ' Lloi l
Age.
N'L1tc thiC:t k'i; ,,
n . , Designed
grade (Mpa)
Iirc ndn n-1,114 \ l ax
pressure (1;N)
A mpressi
Ctra'n:1 di) ,
chit' nen !
Co .ve
, strengtn ( N Ina)
Dune binh ,'
A \ craLe ( \ Ipa)
Dal t)1r1( Achieved
rate
(%)
1 15 x 3() 27_0o - ] 1 25-07_11 28 80 140,-;.0 79.40
79.4 99.29 15N30 27-06-11 25-07-11 28 80 1390.6 78.70 I 5,,; ,-",u 27_00_ ! I 25_07_11 28 80 1417.1 80.20 15x30 27 - 116 - 11 25-07-11 2 8 80 1475.4 83.50
82.8 103.54 15x30 27-06-11 2 5 -07-11 28 80 1426.0 80.70
15x30 27-06-II 25-07-11 28 80 1489.6 84.30 r•-
■
15x30 27-06-11 2 5-07-11 2 8 80 1530.2 86.60
86.7 108.38 15x30 06-11 25-07-11 28 80 1514.3 85.70
15x30 27-06-II 25-07-11 28 80 1551.4 87.80
4 15x30 27-06-11 25-07-11 28 80 1489.6 84.30
0 tf ;
15\ 30 '7-06-11 25-0 7 -11 28 80 1440.8 81.51 15x30 27-00-11 25-07-11 28 80 1477. 2 83.61) 15\30 27-06-1 I i'5 - 07 - 1 I 2 8 80 1394. 2 78.911
79.7
,
„
99V:i.' 15x30 27-06-11 25-07-11 28 80 1426.0 80.70 15x30 27 06 11 25-07-1 1 28 80 1404.8 79.50
6 15x30 27-06-11 25-07-11 2 8 80 1509.0 85.40
Ir 106.21 15x30 27-06-11 35-07-11 2 8 80 146 1 3 82.70 I .s \ Th 27-0 1 1 25_07_11 28 80 1o3.).8 86.80
7 15.x30 '7 mr 11 25-07-11 28 80 1473.7 83.40
85.6 106.96 15x30 77-06-11 25-07-11 28 80 1-7,23 2 86 20 I 5 x 30 77_06_11 25_07_11 28 80 1530.1 87.10
CON(; TY CO PIIAN 1)At} TU . BE TONG CON(; NGTIE, CAO HIGH-TECH CONCRETE INITSTVENT-JOIN STOCK COIIPAVY
Di Lt chi/Addre.o : Ap 3 . xa piltrcIc Khanh . Huyi11 .1 \hon Trach .Tin 1-1 1 -)11: , Nai
//ani/ct 3. Plna)c khonli. Nlion Trych. flong :Val pin:nice I cl : 0612 225 76', - 0612 22 76.4 - 0612 225 76 Fax : 0612 225 761
BANG TONG HOP KET QUA NEN \IAU 03 N(1.2\ Y: 26 072011
..̂G
15 x30 28-06-11 26-07-11 28 80 1512.6 85.60
86.4 107.96 15 \ 30 28_06_11 26_07_11 28 80 1532.0 8670 I 5x30 28 06 11 26 0 7 11 28 80 1533.8 86.80
9
15 \ 30 28-06-11 26-07-11 28 80 1410.1 79.80
79." 98.96 15 \ 30 28_06_11 26_07_ 1 28 80 1388.9 78.60
15 x 30 28-06-11 26-07-1 1 28 80 1397.7 7().10
10 15 30 28_06_11 26-07-11 28 80 1510.8 85.50
87.0 108.75 i ..-, -,, 0 28 06 11 1 6 0 7 I I 28 80 1533.8 86.80
15 30 28-06-11 26-07-11 i 28 80 1567.3 88.70
11
15 \ $0 '8-06-11 26-07-11 28 80 1471 9 83.30
84.6 105.75 15x30 28-06-11 26-07-11 28 80 1547.9 87.60
15 \ 30 28-06-11 26_07_11 28 80 1464.8 82.90
12
15 30 1 8-06-11 26-07-11 '8 80 1544.4 87.40 87.3 109.13 15 \ 30 28-06-11 20_07_11 1 28 80 1514.3 85.70
15 \ 30 "8-06-11 '6-07-11 '8 80 1569.1 88.80
r ~-,
15 30 28_06_11 26-07-I I 28 80 1509.0 85.40
87.0 108.75 28-06-11 26-07-11 1-s
\ O ) 28 80 1532.0 86.70
15 -,-;0 28-06-11 26-07-11 28 80 1570.9 88.90
14 15 \ 30 28-06-11 26-07-11 28 80 1523 . 2 86.20
85.5 106.83 15 x 30 28-06-11 26-07-11 28 80 1509.0 85.40
I .-',- ;0 28_06_11 26-07-11 28 80 1498.4 84.80
15
15 30 28-06-11 26-07-11 28 80 1500.2 84.90 85.4 106.71 15 \ 30 28-06-11 26-07-11 28 80 1475.4 83.50
I 5\3U 28_06-11 26-07-11 28 80 1549.7 87.70
STT Thn rn.q0 ts,t,-,ttio du ' L' . -
Mall
Ntt:o„. ttoS I =t; .
ill:Ili
-141,::',1
111:1U
Rich 11 -040c In:LI (rnmi
fikih n c . c.ao
Ap 114c nu6c .,
(daN th in `
.: . Kot qua 019: 0Lthithn
Vain:: ci De:e oas: Dale loved
4 Z ,- , 91 1 saninle
Dimensions ;1min)
Diameter lichehl
11.wer
presiure (c,i3A . lenz 2 .)
Test re:oh.
I
S
0
Cylinder I
Cylinder 2
Ciliihkr 3
Cylinder -I
Cylinder 5
Cyliircier 6
211.100 1 11
,:
: 28
150
150
150
150
150
150
150
150
150
150
150
150
12
12
I 2
12
12
12
Khonc ti::!,\, - -tt pi,i,i,,,:,'
KhOtt:4;11;::0! ,\.;:- p!tt,!t-6:tti
Khon[4 loon; .\ . t..1 1:.? ■1(.`:. ..1:, 2
Khona them t'.Vorportct ,.;:ot!
Khhnrr th2r.1! hot pu:61”,-:!,i.:1
11_1-1/1,1v:!01;1[1 -1/.;votpc ,,, ;:r;:t , ; , /
Nhtin x0t : Mu thCr ctttt cip chOn44 th5n1 B 2 theo TC \IN 3116-1993
Rent:71 . k : Teri sumpic ,; ,_:!1 ,;;,fi; ,,, ith 13.12 !,..1c1 ci51b.Uo;; ,.; TCVN 3116-1'193
Tp.lIa Chi Alinh, tigav2. 25 Alairm; 07 111i111 21111
CONG TY CP TIT VAN KlEMIttIVI1 X;11.,111: NG 11:■ C:11 KII()A
D3 01 DD Vu tighi@rf----isigi, kii;n1 Ira , T riso'n g Ph on g T N , ..',/ ;, T ong (1:111 c ,/;(; ...'
TeNteclItry a cc t:c:d hy , , ..1.uhotatorr,,,
s /
. - Than an Chinh Tang Van Mich KS. Tan Vil.n Thanh Than
C110 chd; h/nice : 1. '..:1111 do ktcrIcit 104041 cling cOp.kct yea c dl (nr. , 010
Se.2C1 h i rt.!: con!! :s 012,r)
C.,k: th6r1L- tin ‘;. 111atl.ILI ‘n"..)nu r.̂.t.lc do khn,:dd Ii cog cc:: o. c/p ,
, , C/1,7!:1 . err surip!ird hi cp?i;'
t 't t-:04tri 11 Ti, .4 1.,I.:, -,, , e, ;:,..,..‘;',, ".:,,;,--:.,
- " - - - ... V, '''. V- AVr ^- - V.' -- - v I-V . ,
?,' ■1".:;.'.7.. ' ", 5-'..1 tt,t5I1o.. , :4 ,-", t ,'1.
F / 2 ._: !-• i -,-:, :-'':-.' : 3 . :- F.-: ...jr; r =;: ::: -.1; f, HOT= 0 0:, SU LT,:!; 17 :-.; _;::.;:- T sTc:,-; cot,y5 t-_,
". i':',." ,-.'"1 17,1_ Trio dl Ward - No I Dist - H01:1 City
■ '.., \,-.., ._,.,-; 1 : :';'-: - '-.J1t ,.::::! u-2;7.2 0::: , . e.ift C.291 '2 \,.1:0 11
t LAS - XID 2;52 ,
I 4 - A . 2 ...: IN
PHiEU KET QUA ml INIGH1F;r11 ; 1
,
; Ts—f ,1--?;::.°01-7T 1 ,
1 ■ i' 1 '
li 11 i:EI- QU,:C TH I. NCH:II:7AI DO CHONG "Ili AT.% I CU-V ilf TONG xl )1.-SNc, 1
1 1 TEST REPORT FOR CONCRETE !LITER TIGliTNESS
(11 ng irinhi Proiccr : NI (A ..\;1. 1V NIL T LONG PT IT) I
!, Dia (.! ■ ;111:; 1,ttr;;;, Dnc - Ifuyt;tn Lon:5 029 - Tinh S5c1 rAnt_2,
104E9; mice Ilemti0 : t'\1;701 thir 80:\TIt-t. 012 sir comaa sieu 500 Grace
Mac 1 111iL Dt1Sig17,1:11: , /t. NIP11
Don vi vOn cut ! Client CONG TY CP DAL I Ll BE TONG CONG NCFLI CAO
PP tlin- i Test niclhod'
:ICVN 3116 - 1 9 63
N. n mOn / Dote qt. received : 180 7 12011
‘tT CIiI.& 1 ' "RESULT
„,7,1::'.,•: ,:.:'„ - :.- F:71,7, f 1 4 ,r;/ ' ,. 2. „„:. , :--....Lir.,'S E•_:07 21 Z.B:".1.-1 N ,::; :._C;(-, n T:.2.H S:: - I , IT..::• :.•.. •:..-._. Trinfi .::. -c•.:-.: - - r•:,.:;.1 DiSi - HIOM City
.........., T ,L.1: 6E 1329".• "3". -.-20 - C, •:S. ::-.•..L7:-.; 0:-.:..2 - I' i-..x: ',III:. ,;;;291 ',1i:3bu ............ .. • .• • •....•,.... --,.
_ y.:n, ,,"
PHiE- Li KET QUA Ti-ii .3.4. --:-.2-1HIErvl , /// •
.. 3 ,/,' ••' -••••// r. ,KoT.,) ' TLL.-35 T F3E-J--i-7..•733
,
NEI QUA Tui Ti I A2-,I 1 ONG XI MANG
TEST REPORT FOR CONCRETE iT ATER TIGHTNESS
t:)-4.1) Proyez : NILA MAY NTLIff LONG Pitil
Di Loc;Ition :X2 l.oau Dirc - in y56 1,664 ih e - 10in S(:-,c 1 rThi-_
11:v2, momma Items) 1-\,1111111-1 80 MPa- 012 sr (1 0:-1 1) 1 u) cia H:211 dOeAc=, 388
niOc f0C/T !KC; nevign grade : SO MI'd
Den nOn eau / Client : CONG TY CP DAL' Tr 3:1C3, TONG CONG NG1.11 3:33. CAO
thin mrthod : TCVN 3116 - 1993
mm ri Date Qf received : 18/07/2011
ICFT OVA 17 THE I TEST RESULT
S . :T l',:,-.Ti ni.;iti 44 d0c
,,. 1.113ll
Nt.!..1y 002r ..;.-
1113U
Tuj.)i mfin
Kich thuOc r. -J'Ai (null akinh (2.(%10
Ap 106 sack thcr (daN, , ern ,) Kit qu.:111r1 nghic.6 -1
1Parer
of t.:mple
Data caq Daze testzai sL-Rnpfe
I cluvs) 11 111
pro cmrre
((LIN , cm')
'Foci rcsul (
1:1)1.1 " 1"t `3.
I ("1:101:ler I 150 150 12 Khonalhdmi Aa1po.v0 ae
2 CriincI,r 2 150 150 12 Khong th:un in.'pencrr.::,2;1
2., C: /ludo- 3 20;06:11 180 7 11 78
150 150 1' khong tham / Noi powirrc,I
(IIIInJer 4 150 150 12 Kh662 012'im I
5 (Iv/fader 5 150 150 12 Khong thiim ,' Not i.2 ,7ctrxt- cl
0 (T)102,12, 6 150 1.:,.0 12 Khcingthiim/ :Vet
Nhfin xet : NfLiu thin 4t c.-"Ip ch,"..il,i. thorn B.12 thee TCVN 3116-1993
Test sLiznpies satis,z).. )4 ith B.I2 Dye/. as . 1-01,;))4' DIT:V 3116 - 1993. ,.
Tp.11o Chi Minh, ttgZrr . 2J:1'11Ong 117 mint 2(111
:ON-G-Ty ET:t ti„V.;,..N KA ETAI-J)Ili ff, :k.rky DIr>4q7BA,C1-1. EI-10,t ti//,
DI) till 11..,ehit..3 in Ngirei kii-ra tra -Trtioi4; -"I'llnpg' TN -H •:' - . ' • 'Pong, ,Gn tn DOC
iesteml by ? Checked by -: Labolxitirr ,, \ : Dir dol- 1
----- '■__I r--(/(--------- .- --,
-'`.- '11:211 Vii;) Chinh Tang Van Thich KS. Tali Van Nguyen Thanh Tuan •'
clit1:Not;aatt :I.NIL] do kitaall hant: cam?. cdp.kat qua chi cO mS tri tratn in?..111 dad;
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