Embed Size (px)
Citation preview
Exova Limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
Bautech International llCPO Box 27922DubaiUAE
T +971 2 5582345F +971 25584515E abudhabilabexovacomWwwwexovacom
Report NumberPageOrder NumberDate TestedDate Reported
-~c1~middota gtltW
A3031951 of 2RV130613130613
Issue
Attn
Item
Specification
Mr Abel Cunanan
- 25mm Dia Threaded Coupler (Grade 500B)Coupler 10 CBT Dia 25 250413 DCl TAC133Project DCl Surveillance Main Contractor Bautech Int llCDate of Sampling 12-06-2013
- Client Requirement (BS 8110-11997)
Dimensions Area UTL UTS Fracture Location Fracture Type[mm] [mm2] [kN] [Nmm2]
001Coupled Rebar 2500 49087 33440 681 Rebar002Coupled Rebar 2500 49087 33990 692 Rebar003Coupled Rebar 2500 49087 33600 684 RebarItem 01
I Item 02
I Item 03L
ID 103202Permanent Elongation at 607 SMYS = 003mmID 102765Permanent Elongation at 607SMYS = 004mmID 102499Permanent Elongation at 607SMYS = OOlmm
Certificate Comments
Test Instructions1j Apply 30 kN pre-load to assembly2 Fix extensometer and transducer at approx 90 mm GL3 Zero extension axis on x-y plotter4 ApOly tensile load equivalent to 60 of the YS (300 Nmm2)= 143 kN(loading rate 5 Nmm2 second max)5j Terminate load application at 60 YS6 Measure permanent set (maximum specified = 01 mm)7 Remove extensometer8 ADplv tensile load on test sample until fracture(loading rate of 120 Nmm2 second max)---------------------------- End of Text ----------- - ----
Tested by Exova Abu Dhabi Laboratory(2 bull
- 21
bullbullbullbullbullbullbullbullbull ~
For and on authority ofExova Limited (Abu Dhabi)
rhls document may not bo reproduced olher than in full except With tho pnor written approval of the ISSUing laboratoryThoco 18SUttS pertain only to tile llerr(s) tested as sampled by the client unless othelWlse IndicatedRoglslolCd Olfico EXOV3 lunlledmiddot Abu DhabI PO Box 9191 Abu DhabI Untied Arab EmirtA~ Commrrit I rltgtnr bullbullbullMbull nn bull
-~cI1~9 bullbullbullbull
Report Number A 300065 Issue 2paae 1 of 1Or er Number POD-001997Date Tested 100113Date Reported 17f01 f13
T +971 2 5582345F +97125584515E abudhabllabexovacomW wwwexovacom
Bautech International LLCPO Box 27922DubcllU AE
E-xovaLimited (Abu Dhabi)PO Box 9191Abu DhabiUAE
Attn Mr Waleed EI - Hussein
Item - 25mm Dia Threaded Coupler Ref 0300046Material Grade B500B Coupler 10 CBT(Oia)25081 012Project OCL Certificate
Specification - Client Requirement (BS 8110-1 1997)
Fracture TypeUTL UTS Fracture Location[kN] [Nmm2]
30510 622 Rebar30780 627 Rebar30500 621 Rebar
Omens ons[mm]
OOlCoupled Rebar 2500 49087002Coupled Rebar 2500 49087
I OOlCoupled Rebar L 2500 49087Item 01 Permanent Elongatlon at 60~ SMYS ~ 0021 mmItem 02 Permanent Elongation at 60~ SMYS ~ 0054 mmItem 03 Permanent Elongdllon at 60 S_H_Y_S_~_O__04_5_m_m _
Certificate Comments
Tested by
fest InstructionsIj Apply 30 kN pre-load to assembly2 fix extensometer and transducer at approx 90 r1Tl GI3 Zero extension axis on x- plotter4 Appl) tensile load equivalent to 60 of the YS (300 Nmm2)= 143 kNCloading rate 10 Nmm2 second max)5j ferrrinate load application at 60 YS6 Measure permanent set Cmaximum specl fled ~ 0 ~ mm)7 Remove extensomeLer8 A9plv tensile load on test sample untl fracture _~_~~~ing r~t~_~_~~~~~~~n~nd of Text _
Exova Abu Dhabi laboratory
For and on authority ofExova limited (Abu Dhabi)
Tht3 dOLlmllt rr bull 01 lin ntruoduled OCI U6Ill1 fUll Ulcept IWlh Ih prior Mtten apPfoval of the luuinq IaboratofyThfJ5( I~~tll( 08tal( only to Ihe Item(S) lealed N sampled b lhe clienl union olhotWlse indicatedf~gj~IOl(l~i Ofliro FgtovlJ linlltodmiddot Abu Dhabi PO Oox 9191 Ahu Dllurn Ulliioll Arab Emirul05 COmf1lot(fdl UC6tlltiO No tOO1732Til OIlalI ul lib ftl~11 altt YU~lItd by our Indatd 1liT15 and CDnditions
bullbullbullbullbull __ bullbull __ bull bull__ bullbullbull _ bullbull_~_ - bullbullbullbullbullbullbullbull __ bullbullbullbull -_ bullbull _ bullbullbullbullbullbullbullbullbull ~bullbull bullbullbullbull --__ bullbullbullbull r 0
ftlicJ Q
Customer Pili Tech LLCPO l(ltl0048Ajrnan UAE (Tel 06 - U72814 Fax 06-7~7285)
Ref cxao8MU2J11 Re 0D~Ii 1 May2008
ProjectLocationOwnerConultant
G + f5PAR POD + 40 iYP + SERV + HePlot - 003 Emirates City AjmanNational centerAdnan Saiarini -
fI -~
middotmiddot~~pltmiddotmiddot ~- td OJ middotjfbm
J1I1 -
bullbull I
r
11 160 11235 559-_12 160 11740 184_ --21 200 18975 604--22 200 18830 599-J - 250 ~20 811
------32 2SD ~86 ~92
ReMARKS1 Tenlilt ttngLtl waa calculated bBlled on nominal dilmtw
bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull END bullbullbullbullbullbullbullbullbullbullbullbullbullbullbull
bull This report $hall ot bamp teprodcd except in fuJI without written approval hom oboretorybull Thbull sult tNrs onl to the sled a8 Ie
Steel
~-___---Slael
Steel-_ __-_ -
SIIel-_-_ bull--_ ___--Steel
DUBAIUAf Tel 04middot3404039 Fax OH~04019 POBox 37969 MUDHA81 AL AIN
(((j) ~JI ~ J~ i (lWIJflJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Pa e I of I
REPORT ON MECHANICAL AND PHYSICAL TESTS ON COUPLED STEEL BARS
Contractor
Project Name
Consultant
LocatIOn
Plot No
Ms ARABTEC
LILLIAN TOWER (J020111018)
Ms KHATIS amp ALAMI
BUSINESS BA Y - DUBAI
BB A02 013
Customer Ms ARABTEC
POBox 3399 DllBAJ
Report No STR 12-00403
Request No STQ12-00163
Sample No ST12-000 163
Report Date 15052012
ManufacturerLocalSupplier
Sample DeSCription
NG
COUPLED STEEL BAR (THREADED)
Date of Test
Grade of Steel Bar
150512012
4606
Date amp Time of Sampl mg 15052012
Country of OriginSteel bar Coupler
UAE
N G
Manufactures Identity Mark
Certificate of ManufacturerDate amp Time of Receiving Sample
Heat No
DCL 11 I-I IIIIIU
NG150512012 1100
NGSampling LocatIOn SITE
SPEC NO BAR Senders COUPLER COUPLER NOM MAX LOAD MAX STRES MODEOFDIAMETER COUPLERREFReference ENGTH(mm) OUTER DJA AREA(mm) kN (Nmm) FAILURE
(mm) (mm)I 25 NG CBT025020411 BAUTECH 600 41 4909 2844 579 STEEL BAR
TNTLLC2 25 NG CBT025020411 BAUTECH 600 40 4909 2745 559 STEEL BAR
TNTLLC3 25 NG CBT025020411 BAUTECH 600 41 4909 2957 602 STEEL BAR
TNTLLC
Sampled By CUSTOMERCONSULT ANT
Sample Brought m By CUSTOMER
Method Variation NIL
Test Method
Tested By
Verified By
MIMS PART 21 ISSUE NO 3 20081 ACI318M-99CLAUSES 121432amp21261SNMS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR SPEC I amp 3 COMPLIESTYPE2 SPEC 2 DOES NOT COMPLY TYPE I amp TYPE 2 TEST WITNESSED BY CONSULTANT amp CONTRACTOR
Type 1 mechanical splicesA full mechanical splice shall develop m tension or compression as required at least 125 percent ofspecified yield strength fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop m tension or compression as required at least 125 percent ofspecified yield strength fy of the bar and shall develop the specified tensile strength of the spliced bar
NOles
bull Ths roP0rl shall only be reproduced In full Approval of lhe test laboratory is required for parli81 reproduction
-The tesl results relate only to lhe sample testedFRM F05lssue 2 Issue Date 0309106
emiddotmail infoahamgeocom
Abu DhabiPO Box 132634
DubaiPO Box 60462
SharjahPO Box 5116
jjJwJ101 i
WaR K SHE E T
Date Instructed 140212Date Received 140212Date Required 200212Engineer Mechanical Test
Ref No pound200942 IssueMIF No 00121
pound200942
1
ContractOrd No
Cl ient SiZ EnglneeringPI Stafr Accornodation andConstructionAbu DhJrjWt
Contact vr Moharnmec Masood AhmedTel No OSO-897846Fax No 02-5580750Material CARBON rEE_It~n 25mlT Dia Threaded Coupled Reba rProiect PI Staff Accomodati on 5998rOiectO-JnerADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Re5acs frOm SiteSUDplier Butech International
DeteoT sam~linsect 130212012 1000 AMLocation P 59 8 Project SiteClient Ref CST Sample-002Specification BS 4449-1988 f 1997
gt3] (001) CCJIcr Reba
- Dimensions -- -- Area[llVn] [rnm2]
25 00 49037
UTL Fracture Type[kN]
~1middot~Fracture ~ocation
RtilY
Date ~ Tested ByWQr~~heet Comments
Test Instructl0nsApply lensile Load to the Coupled rebar sample at a rate 0- 120mmmlnundll FracLureTensile SLrengt~ calculated based on the nominal area given inBS 4419 1997fest KCPOr-t to Inc~udeNomina Ba~ Dia (mm)Nominal area (mm2)Breaking Load (kn)LJTS (Nmm2)fracture Lacaticn
Sltmp1e no
Sairl By Hachined 8y Spare ~1aterial H~---~OV2rtC~e Mach1ing lrdnsport Delivery Postage
ti t JL
Bin Number Other ~nitials
AI Fultatrn Exova LLCubal Investments ParkO Box 34924 Dubal
united Arab EmIrates
1 +971 48851001F +971 48854004E duballabexovacomW wwwexovacom ~I Lag II Sl I11I11JlI-lidtaim Exova
Rautech International LLC0 Box 27922lubai
U AE
Report NumberPageOrder NumberDate TestedDate Reported
0101313 Issue 21 of 1Cash CDC280711310711
ttn Mr Shakeel Ur Rehman
Item 20mm Diameter Rebar Sample with Threaded Coupler - 1 NoPrOJectNASTRAN Towermiddot Cultural VillageReinforcing Bar Source Turkey OilerContractor Belhasa Engineenng ContConsultant ARE NCOEnd Client RAAM LimitedItem Identity (Coupler) CBT20 20051106 Bautech IntI LLC
Specification - Client Requirement
IOther Testsmiddot BS8110-11997
Posltlon Details I Commentsr~Plr lt=25mm Tenslle NA UTS 666MPa See Below
Item 01 Max Load 2093kN Area 3142mm2 (Fracture Location Rebar Broken)Area used for UTS calculatlon Nominal rebar cross section~------ ----------------_
Certflcate Comments
End of Text
ested by
Witnessed by
AI Futtaim Exova Dubai lab
Client Representative
For and on authority ofAI Futtaim Exova LlC
(((j) ~JI ~ J~ i (aJlj l5lJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Page 1 of I
REFORT0 MEeHANCA AND FHYSICAl TES S 0 COUPLED STEELBARS
Contractor Ms ARABTEC Customer Ms ARABTEC
Date amp Time of SampiJng 15052012
POBox 3399 DllBAI
Report No STR 12-00403
Request No STQ 12-00 163
Sample No ST 12-000 163
Report Date 15052012
Date of Test 15052012
Grade of Steel Bar 460B
Manufactures Identity Mark DCL 1 -1 IUI
Project Name
Consultant
Location
Plot No
ManufacturerLocalSuppiJer
Sample Description
Country of OriginSteel bar Coupler
LILLIAN TOWER (J020111018)
Ms KHATIB amp ALAM1
BUSINESS BA Y - DUBAI
BB A02 013
NG
COUPLED STEEL BAR (THREADED)
UAE
I NG
Certificate of ManufacturerDate amp Time of ReceIVIng Sample
Heat No
NG150520121 1100
NGSampling Location SITE
SPEC NO BAR Senders COUPLER COUPLER NOM MAX LOAD MAX STRES MODE OFCOUPLER REFDIAMETER Reference ENGTH (mm) OUTER DIA AREA(mm ) kN (Nmm) FAILURE(mm) (mm)
1 25 NG CBT025020411 BAUTECH 600 41 4909 2844 579 STEEL BARNT LLC
2 25 NG CBT02502041 J BAUTECH 600 40 4909 2745 559 STEEL BARNTLLC
3 25 NG CBT02S02041 J BAUTECH 600 41 4909 2957 602 STEEL BARNT LLC
Sample Brought in By CUSTOMER
Sampled By
Method Variation
CUSTOMERCONSULTANT
NIL
Test Method
Tested By
Verified By
MIMS PART 21 ISSUE NO3 2008 ACI 318M-99CLAUSES 121432 amp 21261SN
MS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR SPEC I amp 3 COMPLIESTYPE2 SPEC 2 DOES NOT COMPLY TYPE1 amp TYPE2 TEST WITNESSED BY CONSULTANT amp CONTRACTOR
Type I mechanical splicesA full mechanical splice shall develop in tensIOn or compression as required at least 125 percent ofspecified yield strength fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop in tension or compression as required at least 125 percent ofspecified yield strength fy of the bar and shall develop the specified tensile strength of the spiJced bar
Notes
--This repo shall only be reproduced In full Approval of the lest laboratory is required for panial reproduction
--Thelestresultsrelateonlyto thesampletestedFRM F05lssue 2 Issue Dale 030906
e-mail inoahamgeocom
Abu DhabiPO Box 132634Tel +971 2 550804~
DubaiPO Box 60462T~I +~71 4 RRi4Ri4
SharjahPO Box 5116Tor amp071~ un~7
ilJwJ10 i v
1111111111 ~~I
FROM BAUTECH INTERNATIONAL FAX NO 043471788 3 Oct 2012 220PM P12
I
(f~j)~JI~ JlLi raJIJ~LJI
ALHAIampALMUKADDAMFor Geotechnical Works (LLc)
Put I of2
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STeELBARS
Contnctor Mis AL QABDHA CONSTltUCfION Customer Mis AL QABDHA CONSTRUcnON
Project Nam(
Consultant
Location
PlolNo
MAS TOWER (G+5P+HC+SO TYJ+PH-HP) FORMISASAS RpoundAL ESTATE (1121)
M$ GULF INTERNATIONAL ENCO CONSULTANT
AL KHANmiddot SHARJAH
1032
POBoI 28912Report No
Request No
Sample No
Report Date
SHtRJAH
SllU2~0810
STQI 2()()3 I 0
8T12-ooo310
2910912012
ManufocturerlLocaJSupplierSample Description
G2lNTERNATIONAL
COUPLED STEEL BAR (THREADED)
Date ofTest
Grade of Sleel Bar
291092012
4606
NGCerttficate ofManufJcturer NGDate amp Time of Receiving Sample 270912012 0810
Manufaeture$ Identity MarkCountry of OriginSteel bar 1 Coupler
Date amp Time of Sampling 260912012
Sampling Location SITE
I NOHeat No
REF REMARKS
NG
SPEC NO BAR Srndc~s COUPLERREF COUPLER COUPLER NOM MAX LOAD MAXSTRES MODEOPIolAMETEJi RefellCC ENGTH (mm) OllTlSRDJA AREArrun) leN (Nfmm) FAILURE
(mm) (mm
I 25 NG CBT02S 171008 594 407 4909 2851 581 STEEL BARIlAUTECHIN1L uc
2 25 NG CJrr02S 171008 600 404 4909 2873 S8S STEELaARIlAlfJECH1NTL LLC
3 25 NG CBT025 J 7Ioot 600 406 4909 2938 598 STEEL BARllAJTECH rNTL LtC
4 32 Nb CBT032 020411 707 509 8042 4924 612 STEEL BARa bullbullbullllTECH 1NlL LLC
Sample Brought in By LABORA TOR Y
Sampled By
MetJod Variation
CUSTOMER
NIL
Test Method
Tested By
V~itied By
MIMS PART 21 ISSUE NO3 20081 ACI318M-99CLAUSBS 121432 amp 21261SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF 11ffi STEEL BAR ALL SPEC COMPLIESTYPE2 IDCL JIIIIJ-lIl11II11 (25mm) 11middot11111111Jl11J (32mm)
Type 1 mechatlical splicesA full mechanicalsplicc shall develop in tension or compression as required at least 125 perCCflt ofspecified yield sbtngth fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop in tension Or compression as required allcast 125 percent ofspecified yield strength fy oftht bar and shall develop the specified tensile strength ofthc spliced bar
No- Thi TOpOrt nn olr blOiOdgtU4 In lIlU Approval orthe t bullbullbull labo) required fl)( ltia1 rlfOdllltllOn
- Th len 1111 roIl1 ooIy 10 lIIe aamplc lcrlcOFRM F051lS6Ut 112Issue Dlaquote OJI0906
AbU DhabiPO Box 132634Tel +971 2 5S08042FiIll bull971 2 5508046
DubalPO Box 604B2Tel +971 488S485-4ax Tpoundl71 4 Ba54853
SharjanPO 80)(5116Tel +971 amp 5350357a~+9710~
~JwJ16 bullbullbullu
+Wo~oovi1o+VI ~ 010 10 ~U
rJ~ bull
WI t AAotbullbullot 4+WI tAlI tllOl u-SU
Exova limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 2 5582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 2009421 of 1Contract180212190212
Issue
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
S prification - BS 4449-1988 amp 1997
[mm]2500001Coupled Rebar
~~~Il~i(~jsect)Dimensions Area UTL UTS Fracture Location Fracture Type[mm2] [kN] [Nmm2]
49087 29480 601 Rebar
Certificate Comments
Test InstructionsApply Tensile Load to the Coupled rebar sample at a rate of 120mmmlnuntn FractureTensile Strength calculated based on the nomlnal area given inBS 4449 1997 ------------ End of Text
Tested by Exova Abu Dhabi Laboratory
For and on authority ofExova Limited (Abu Dhobi)
Witnessed bySKEngineering Rep ADNOC Representative
T~ lIOClJmlnt nwy 1101 b reptodlOced lllhBr th3n full OllCOpt With tho puor v11t1un OpptOVtlJ of tho l3SUlng IAMIloryThee rtl~ulls pel111ln only 10 the Men(l) luted IS ampImpled by Ihe cllenl unl85S otherwiSe uldlcaledRegted Offic Exov lmittl Abu Ohab PO Box 0101 Abu Dhabi Unllod Arab Emirates CntnmftlCIAI Licence No 1001132The ccnlonl of Int report (Ue goorned til our slendard Irms nd colldtIons
(middoth~middoti)~JI ~ J~ 11aJIJllJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Page 1 of I
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STEELBARS
Date amp Time of Sampling 310712012
Certificate of Manufacturer N GDate amp Time of Recclving Sample 010812012 1330
POBox 3399 DUBAI
Report No STR12-00708
Request No STQ12middot00275
Sample No ST12-000275
Report Date 030812012
Date of Test 020812012
Grade of Steel Bar 460B
Manufactures Identity Mark IDCL 111middot1111
Contractor
Project Name
Consultant
Location
Plot No
ManufacturerlLocalSupplier
Sample Descnptlon
Country of OriginSteel bar Coupler
Sampling location
MIs ARABTEC
LILLIAN TOWER (J020lJlOI8)
MIs KHATIB amp ALAMI
BUSINESS BAYmiddot DUBAI
BB A02 013
BAUTECH
COUPLED STEEL BAR (THREADED)
UAE
0900
SITE STEEL YARD
Heat No
Customer Ms ARABTEC
NG
SPEC NO BAR Senders COUPLER REF COUPLER COUPLER NOM MAX LOAD MAX STRES MODEOFIoIAMETE~ Reference ENGTH(mm) OUTER DIA AREA(mm) kN (Nmm) FAILURE
(mm) (mm)I 25 L1USIOO2 CBT 0 2502041 595 405 4909 2734 557 STEEL BAR
BAUTECH INTL LLC2 25 LlUSIOO2 CBT 0 25 020411 600 404 4909 2732 557 STEEL BAR
BAUTECH INTL LLC3 25 L1USOO2 CBT 0 2S 020411 597 404 4909 2733 557 STEEL BAR
BAUTECH INTL LLC
Sample Brought In By LABORATORY
Sampled By
Method Vanatlen
CONSULTANT
NIL
Test Method
Tested By
Verified By
MIMS PART 35 ISSUE NO I 2011 BS81 10-11997Section3128 162SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR ALL SPEC COMPLIESREQUIRMENT OF BS81 10-1 1997 SEC312-08middot16-2
r ijmiddot I~ l Ie
Notes
- This repe JhaIlonly be reproduced in full Approval art test laboratory is ~ired ror partial reproduction
-The lell muItJ relit only to tIoesample testedFRM Flll1ssll~ flllssu~ Date 0611111
lHT1aiI IIlIoatiamleocom
Abu Dtlabl Oubal Stlarjah
Exova Limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 25582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 200942 Issue 21 of 1SKECPIPOMLPOI0278180212080312
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
Sptvrficatlon - BS 4449-1988 amp 1997
001Coupled Rebar
Certificate Comments
2500 29480
Fracture Location
601 Rebar
Fracture Type
Exova Abu Dhabi LaboratoryTested by
Test InstructlonsApply Tensile Load to the Coupled rebar sample at a rate of 120mmminuntil FractureTensile Strength calculated based on the nomlnal area glven inf3S 4449 1997------ --------------- End of Text ---------------------Davi obinson
lj)e tio s vianager lurgy I
~ ~
For and on authority ofExova Limited (Abu Dhabi)
Totl llOCUlrwmt ntly not be eproducexl othor I~Dn In lult OllicopllNith t~priornnen applov8l of lhe lUulng labolaloryThese Otull~ pertlllrl ooly 10 111t) tuted u sampled by the c litll Iml olherwu lOOIClIllKJrtOUIamplerod OffiCe Ebullbullovllml~ Abu Chab PO Bolt Q101 Abu Dhabi United Arab Emirato Conwnrclol Lcence No 100173~The conlelll of thIS report 8111governed by OUt slllndird lernlS and tOndtlons
l~ _ bull
-~cI1~9 bullbullbullbull
Report Number A 300065 Issue 2paae 1 of 1Or er Number POD-001997Date Tested 100113Date Reported 17f01 f13
T +971 2 5582345F +97125584515E abudhabllabexovacomW wwwexovacom
Bautech International LLCPO Box 27922DubcllU AE
E-xovaLimited (Abu Dhabi)PO Box 9191Abu DhabiUAE
Attn Mr Waleed EI - Hussein
Item - 25mm Dia Threaded Coupler Ref 0300046Material Grade B500B Coupler 10 CBT(Oia)25081 012Project OCL Certificate
Specification - Client Requirement (BS 8110-1 1997)
Fracture TypeUTL UTS Fracture Location[kN] [Nmm2]
30510 622 Rebar30780 627 Rebar30500 621 Rebar
Omens ons[mm]
OOlCoupled Rebar 2500 49087002Coupled Rebar 2500 49087
I OOlCoupled Rebar L 2500 49087Item 01 Permanent Elongatlon at 60~ SMYS ~ 0021 mmItem 02 Permanent Elongation at 60~ SMYS ~ 0054 mmItem 03 Permanent Elongdllon at 60 S_H_Y_S_~_O__04_5_m_m _
Certificate Comments
Tested by
fest InstructionsIj Apply 30 kN pre-load to assembly2 fix extensometer and transducer at approx 90 r1Tl GI3 Zero extension axis on x- plotter4 Appl) tensile load equivalent to 60 of the YS (300 Nmm2)= 143 kNCloading rate 10 Nmm2 second max)5j ferrrinate load application at 60 YS6 Measure permanent set Cmaximum specl fled ~ 0 ~ mm)7 Remove extensomeLer8 A9plv tensile load on test sample untl fracture _~_~~~ing r~t~_~_~~~~~~~n~nd of Text _
Exova Abu Dhabi laboratory
For and on authority ofExova limited (Abu Dhabi)
Tht3 dOLlmllt rr bull 01 lin ntruoduled OCI U6Ill1 fUll Ulcept IWlh Ih prior Mtten apPfoval of the luuinq IaboratofyThfJ5( I~~tll( 08tal( only to Ihe Item(S) lealed N sampled b lhe clienl union olhotWlse indicatedf~gj~IOl(l~i Ofliro FgtovlJ linlltodmiddot Abu Dhabi PO Oox 9191 Ahu Dllurn Ulliioll Arab Emirul05 COmf1lot(fdl UC6tlltiO No tOO1732Til OIlalI ul lib ftl~11 altt YU~lItd by our Indatd 1liT15 and CDnditions
bullbullbullbullbull __ bullbull __ bull bull__ bullbullbull _ bullbull_~_ - bullbullbullbullbullbullbullbull __ bullbullbullbull -_ bullbull _ bullbullbullbullbullbullbullbullbull ~bullbull bullbullbullbull --__ bullbullbullbull r 0
ftlicJ Q
Customer Pili Tech LLCPO l(ltl0048Ajrnan UAE (Tel 06 - U72814 Fax 06-7~7285)
Ref cxao8MU2J11 Re 0D~Ii 1 May2008
ProjectLocationOwnerConultant
G + f5PAR POD + 40 iYP + SERV + HePlot - 003 Emirates City AjmanNational centerAdnan Saiarini -
fI -~
middotmiddot~~pltmiddotmiddot ~- td OJ middotjfbm
J1I1 -
bullbull I
r
11 160 11235 559-_12 160 11740 184_ --21 200 18975 604--22 200 18830 599-J - 250 ~20 811
------32 2SD ~86 ~92
ReMARKS1 Tenlilt ttngLtl waa calculated bBlled on nominal dilmtw
bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull END bullbullbullbullbullbullbullbullbullbullbullbullbullbullbull
bull This report $hall ot bamp teprodcd except in fuJI without written approval hom oboretorybull Thbull sult tNrs onl to the sled a8 Ie
Steel
~-___---Slael
Steel-_ __-_ -
SIIel-_-_ bull--_ ___--Steel
DUBAIUAf Tel 04middot3404039 Fax OH~04019 POBox 37969 MUDHA81 AL AIN
(((j) ~JI ~ J~ i (lWIJflJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Pa e I of I
REPORT ON MECHANICAL AND PHYSICAL TESTS ON COUPLED STEEL BARS
Contractor
Project Name
Consultant
LocatIOn
Plot No
Ms ARABTEC
LILLIAN TOWER (J020111018)
Ms KHATIS amp ALAMI
BUSINESS BA Y - DUBAI
BB A02 013
Customer Ms ARABTEC
POBox 3399 DllBAJ
Report No STR 12-00403
Request No STQ12-00163
Sample No ST12-000 163
Report Date 15052012
ManufacturerLocalSupplier
Sample DeSCription
NG
COUPLED STEEL BAR (THREADED)
Date of Test
Grade of Steel Bar
150512012
4606
Date amp Time of Sampl mg 15052012
Country of OriginSteel bar Coupler
UAE
N G
Manufactures Identity Mark
Certificate of ManufacturerDate amp Time of Receiving Sample
Heat No
DCL 11 I-I IIIIIU
NG150512012 1100
NGSampling LocatIOn SITE
SPEC NO BAR Senders COUPLER COUPLER NOM MAX LOAD MAX STRES MODEOFDIAMETER COUPLERREFReference ENGTH(mm) OUTER DJA AREA(mm) kN (Nmm) FAILURE
(mm) (mm)I 25 NG CBT025020411 BAUTECH 600 41 4909 2844 579 STEEL BAR
TNTLLC2 25 NG CBT025020411 BAUTECH 600 40 4909 2745 559 STEEL BAR
TNTLLC3 25 NG CBT025020411 BAUTECH 600 41 4909 2957 602 STEEL BAR
TNTLLC
Sampled By CUSTOMERCONSULT ANT
Sample Brought m By CUSTOMER
Method Variation NIL
Test Method
Tested By
Verified By
MIMS PART 21 ISSUE NO 3 20081 ACI318M-99CLAUSES 121432amp21261SNMS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR SPEC I amp 3 COMPLIESTYPE2 SPEC 2 DOES NOT COMPLY TYPE I amp TYPE 2 TEST WITNESSED BY CONSULTANT amp CONTRACTOR
Type 1 mechanical splicesA full mechanical splice shall develop m tension or compression as required at least 125 percent ofspecified yield strength fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop m tension or compression as required at least 125 percent ofspecified yield strength fy of the bar and shall develop the specified tensile strength of the spliced bar
NOles
bull Ths roP0rl shall only be reproduced In full Approval of lhe test laboratory is required for parli81 reproduction
-The tesl results relate only to lhe sample testedFRM F05lssue 2 Issue Date 0309106
emiddotmail infoahamgeocom
Abu DhabiPO Box 132634
DubaiPO Box 60462
SharjahPO Box 5116
jjJwJ101 i
WaR K SHE E T
Date Instructed 140212Date Received 140212Date Required 200212Engineer Mechanical Test
Ref No pound200942 IssueMIF No 00121
pound200942
1
ContractOrd No
Cl ient SiZ EnglneeringPI Stafr Accornodation andConstructionAbu DhJrjWt
Contact vr Moharnmec Masood AhmedTel No OSO-897846Fax No 02-5580750Material CARBON rEE_It~n 25mlT Dia Threaded Coupled Reba rProiect PI Staff Accomodati on 5998rOiectO-JnerADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Re5acs frOm SiteSUDplier Butech International
DeteoT sam~linsect 130212012 1000 AMLocation P 59 8 Project SiteClient Ref CST Sample-002Specification BS 4449-1988 f 1997
gt3] (001) CCJIcr Reba
- Dimensions -- -- Area[llVn] [rnm2]
25 00 49037
UTL Fracture Type[kN]
~1middot~Fracture ~ocation
RtilY
Date ~ Tested ByWQr~~heet Comments
Test Instructl0nsApply lensile Load to the Coupled rebar sample at a rate 0- 120mmmlnundll FracLureTensile SLrengt~ calculated based on the nominal area given inBS 4419 1997fest KCPOr-t to Inc~udeNomina Ba~ Dia (mm)Nominal area (mm2)Breaking Load (kn)LJTS (Nmm2)fracture Lacaticn
Sltmp1e no
Sairl By Hachined 8y Spare ~1aterial H~---~OV2rtC~e Mach1ing lrdnsport Delivery Postage
ti t JL
Bin Number Other ~nitials
AI Fultatrn Exova LLCubal Investments ParkO Box 34924 Dubal
united Arab EmIrates
1 +971 48851001F +971 48854004E duballabexovacomW wwwexovacom ~I Lag II Sl I11I11JlI-lidtaim Exova
Rautech International LLC0 Box 27922lubai
U AE
Report NumberPageOrder NumberDate TestedDate Reported
0101313 Issue 21 of 1Cash CDC280711310711
ttn Mr Shakeel Ur Rehman
Item 20mm Diameter Rebar Sample with Threaded Coupler - 1 NoPrOJectNASTRAN Towermiddot Cultural VillageReinforcing Bar Source Turkey OilerContractor Belhasa Engineenng ContConsultant ARE NCOEnd Client RAAM LimitedItem Identity (Coupler) CBT20 20051106 Bautech IntI LLC
Specification - Client Requirement
IOther Testsmiddot BS8110-11997
Posltlon Details I Commentsr~Plr lt=25mm Tenslle NA UTS 666MPa See Below
Item 01 Max Load 2093kN Area 3142mm2 (Fracture Location Rebar Broken)Area used for UTS calculatlon Nominal rebar cross section~------ ----------------_
Certflcate Comments
End of Text
ested by
Witnessed by
AI Futtaim Exova Dubai lab
Client Representative
For and on authority ofAI Futtaim Exova LlC
(((j) ~JI ~ J~ i (aJlj l5lJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Page 1 of I
REFORT0 MEeHANCA AND FHYSICAl TES S 0 COUPLED STEELBARS
Contractor Ms ARABTEC Customer Ms ARABTEC
Date amp Time of SampiJng 15052012
POBox 3399 DllBAI
Report No STR 12-00403
Request No STQ 12-00 163
Sample No ST 12-000 163
Report Date 15052012
Date of Test 15052012
Grade of Steel Bar 460B
Manufactures Identity Mark DCL 1 -1 IUI
Project Name
Consultant
Location
Plot No
ManufacturerLocalSuppiJer
Sample Description
Country of OriginSteel bar Coupler
LILLIAN TOWER (J020111018)
Ms KHATIB amp ALAM1
BUSINESS BA Y - DUBAI
BB A02 013
NG
COUPLED STEEL BAR (THREADED)
UAE
I NG
Certificate of ManufacturerDate amp Time of ReceIVIng Sample
Heat No
NG150520121 1100
NGSampling Location SITE
SPEC NO BAR Senders COUPLER COUPLER NOM MAX LOAD MAX STRES MODE OFCOUPLER REFDIAMETER Reference ENGTH (mm) OUTER DIA AREA(mm ) kN (Nmm) FAILURE(mm) (mm)
1 25 NG CBT025020411 BAUTECH 600 41 4909 2844 579 STEEL BARNT LLC
2 25 NG CBT02502041 J BAUTECH 600 40 4909 2745 559 STEEL BARNTLLC
3 25 NG CBT02S02041 J BAUTECH 600 41 4909 2957 602 STEEL BARNT LLC
Sample Brought in By CUSTOMER
Sampled By
Method Variation
CUSTOMERCONSULTANT
NIL
Test Method
Tested By
Verified By
MIMS PART 21 ISSUE NO3 2008 ACI 318M-99CLAUSES 121432 amp 21261SN
MS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR SPEC I amp 3 COMPLIESTYPE2 SPEC 2 DOES NOT COMPLY TYPE1 amp TYPE2 TEST WITNESSED BY CONSULTANT amp CONTRACTOR
Type I mechanical splicesA full mechanical splice shall develop in tensIOn or compression as required at least 125 percent ofspecified yield strength fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop in tension or compression as required at least 125 percent ofspecified yield strength fy of the bar and shall develop the specified tensile strength of the spiJced bar
Notes
--This repo shall only be reproduced In full Approval of the lest laboratory is required for panial reproduction
--Thelestresultsrelateonlyto thesampletestedFRM F05lssue 2 Issue Dale 030906
e-mail inoahamgeocom
Abu DhabiPO Box 132634Tel +971 2 550804~
DubaiPO Box 60462T~I +~71 4 RRi4Ri4
SharjahPO Box 5116Tor amp071~ un~7
ilJwJ10 i v
1111111111 ~~I
FROM BAUTECH INTERNATIONAL FAX NO 043471788 3 Oct 2012 220PM P12
I
(f~j)~JI~ JlLi raJIJ~LJI
ALHAIampALMUKADDAMFor Geotechnical Works (LLc)
Put I of2
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STeELBARS
Contnctor Mis AL QABDHA CONSTltUCfION Customer Mis AL QABDHA CONSTRUcnON
Project Nam(
Consultant
Location
PlolNo
MAS TOWER (G+5P+HC+SO TYJ+PH-HP) FORMISASAS RpoundAL ESTATE (1121)
M$ GULF INTERNATIONAL ENCO CONSULTANT
AL KHANmiddot SHARJAH
1032
POBoI 28912Report No
Request No
Sample No
Report Date
SHtRJAH
SllU2~0810
STQI 2()()3 I 0
8T12-ooo310
2910912012
ManufocturerlLocaJSupplierSample Description
G2lNTERNATIONAL
COUPLED STEEL BAR (THREADED)
Date ofTest
Grade of Sleel Bar
291092012
4606
NGCerttficate ofManufJcturer NGDate amp Time of Receiving Sample 270912012 0810
Manufaeture$ Identity MarkCountry of OriginSteel bar 1 Coupler
Date amp Time of Sampling 260912012
Sampling Location SITE
I NOHeat No
REF REMARKS
NG
SPEC NO BAR Srndc~s COUPLERREF COUPLER COUPLER NOM MAX LOAD MAXSTRES MODEOPIolAMETEJi RefellCC ENGTH (mm) OllTlSRDJA AREArrun) leN (Nfmm) FAILURE
(mm) (mm
I 25 NG CBT02S 171008 594 407 4909 2851 581 STEEL BARIlAUTECHIN1L uc
2 25 NG CJrr02S 171008 600 404 4909 2873 S8S STEELaARIlAlfJECH1NTL LLC
3 25 NG CBT025 J 7Ioot 600 406 4909 2938 598 STEEL BARllAJTECH rNTL LtC
4 32 Nb CBT032 020411 707 509 8042 4924 612 STEEL BARa bullbullbullllTECH 1NlL LLC
Sample Brought in By LABORA TOR Y
Sampled By
MetJod Variation
CUSTOMER
NIL
Test Method
Tested By
V~itied By
MIMS PART 21 ISSUE NO3 20081 ACI318M-99CLAUSBS 121432 amp 21261SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF 11ffi STEEL BAR ALL SPEC COMPLIESTYPE2 IDCL JIIIIJ-lIl11II11 (25mm) 11middot11111111Jl11J (32mm)
Type 1 mechatlical splicesA full mechanicalsplicc shall develop in tension or compression as required at least 125 perCCflt ofspecified yield sbtngth fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop in tension Or compression as required allcast 125 percent ofspecified yield strength fy oftht bar and shall develop the specified tensile strength ofthc spliced bar
No- Thi TOpOrt nn olr blOiOdgtU4 In lIlU Approval orthe t bullbullbull labo) required fl)( ltia1 rlfOdllltllOn
- Th len 1111 roIl1 ooIy 10 lIIe aamplc lcrlcOFRM F051lS6Ut 112Issue Dlaquote OJI0906
AbU DhabiPO Box 132634Tel +971 2 5S08042FiIll bull971 2 5508046
DubalPO Box 604B2Tel +971 488S485-4ax Tpoundl71 4 Ba54853
SharjanPO 80)(5116Tel +971 amp 5350357a~+9710~
~JwJ16 bullbullbullu
+Wo~oovi1o+VI ~ 010 10 ~U
rJ~ bull
WI t AAotbullbullot 4+WI tAlI tllOl u-SU
Exova limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 2 5582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 2009421 of 1Contract180212190212
Issue
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
S prification - BS 4449-1988 amp 1997
[mm]2500001Coupled Rebar
~~~Il~i(~jsect)Dimensions Area UTL UTS Fracture Location Fracture Type[mm2] [kN] [Nmm2]
49087 29480 601 Rebar
Certificate Comments
Test InstructionsApply Tensile Load to the Coupled rebar sample at a rate of 120mmmlnuntn FractureTensile Strength calculated based on the nomlnal area given inBS 4449 1997 ------------ End of Text
Tested by Exova Abu Dhabi Laboratory
For and on authority ofExova Limited (Abu Dhobi)
Witnessed bySKEngineering Rep ADNOC Representative
T~ lIOClJmlnt nwy 1101 b reptodlOced lllhBr th3n full OllCOpt With tho puor v11t1un OpptOVtlJ of tho l3SUlng IAMIloryThee rtl~ulls pel111ln only 10 the Men(l) luted IS ampImpled by Ihe cllenl unl85S otherwiSe uldlcaledRegted Offic Exov lmittl Abu Ohab PO Box 0101 Abu Dhabi Unllod Arab Emirates CntnmftlCIAI Licence No 1001132The ccnlonl of Int report (Ue goorned til our slendard Irms nd colldtIons
(middoth~middoti)~JI ~ J~ 11aJIJllJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Page 1 of I
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STEELBARS
Date amp Time of Sampling 310712012
Certificate of Manufacturer N GDate amp Time of Recclving Sample 010812012 1330
POBox 3399 DUBAI
Report No STR12-00708
Request No STQ12middot00275
Sample No ST12-000275
Report Date 030812012
Date of Test 020812012
Grade of Steel Bar 460B
Manufactures Identity Mark IDCL 111middot1111
Contractor
Project Name
Consultant
Location
Plot No
ManufacturerlLocalSupplier
Sample Descnptlon
Country of OriginSteel bar Coupler
Sampling location
MIs ARABTEC
LILLIAN TOWER (J020lJlOI8)
MIs KHATIB amp ALAMI
BUSINESS BAYmiddot DUBAI
BB A02 013
BAUTECH
COUPLED STEEL BAR (THREADED)
UAE
0900
SITE STEEL YARD
Heat No
Customer Ms ARABTEC
NG
SPEC NO BAR Senders COUPLER REF COUPLER COUPLER NOM MAX LOAD MAX STRES MODEOFIoIAMETE~ Reference ENGTH(mm) OUTER DIA AREA(mm) kN (Nmm) FAILURE
(mm) (mm)I 25 L1USIOO2 CBT 0 2502041 595 405 4909 2734 557 STEEL BAR
BAUTECH INTL LLC2 25 LlUSIOO2 CBT 0 25 020411 600 404 4909 2732 557 STEEL BAR
BAUTECH INTL LLC3 25 L1USOO2 CBT 0 2S 020411 597 404 4909 2733 557 STEEL BAR
BAUTECH INTL LLC
Sample Brought In By LABORATORY
Sampled By
Method Vanatlen
CONSULTANT
NIL
Test Method
Tested By
Verified By
MIMS PART 35 ISSUE NO I 2011 BS81 10-11997Section3128 162SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR ALL SPEC COMPLIESREQUIRMENT OF BS81 10-1 1997 SEC312-08middot16-2
r ijmiddot I~ l Ie
Notes
- This repe JhaIlonly be reproduced in full Approval art test laboratory is ~ired ror partial reproduction
-The lell muItJ relit only to tIoesample testedFRM Flll1ssll~ flllssu~ Date 0611111
lHT1aiI IIlIoatiamleocom
Abu Dtlabl Oubal Stlarjah
Exova Limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 25582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 200942 Issue 21 of 1SKECPIPOMLPOI0278180212080312
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
Sptvrficatlon - BS 4449-1988 amp 1997
001Coupled Rebar
Certificate Comments
2500 29480
Fracture Location
601 Rebar
Fracture Type
Exova Abu Dhabi LaboratoryTested by
Test InstructlonsApply Tensile Load to the Coupled rebar sample at a rate of 120mmminuntil FractureTensile Strength calculated based on the nomlnal area glven inf3S 4449 1997------ --------------- End of Text ---------------------Davi obinson
lj)e tio s vianager lurgy I
~ ~
For and on authority ofExova Limited (Abu Dhabi)
Totl llOCUlrwmt ntly not be eproducexl othor I~Dn In lult OllicopllNith t~priornnen applov8l of lhe lUulng labolaloryThese Otull~ pertlllrl ooly 10 111t) tuted u sampled by the c litll Iml olherwu lOOIClIllKJrtOUIamplerod OffiCe Ebullbullovllml~ Abu Chab PO Bolt Q101 Abu Dhabi United Arab Emirato Conwnrclol Lcence No 100173~The conlelll of thIS report 8111governed by OUt slllndird lernlS and tOndtlons
l~ _ bull
bullbullbullbullbull __ bullbull __ bull bull__ bullbullbull _ bullbull_~_ - bullbullbullbullbullbullbullbull __ bullbullbullbull -_ bullbull _ bullbullbullbullbullbullbullbullbull ~bullbull bullbullbullbull --__ bullbullbullbull r 0
ftlicJ Q
Customer Pili Tech LLCPO l(ltl0048Ajrnan UAE (Tel 06 - U72814 Fax 06-7~7285)
Ref cxao8MU2J11 Re 0D~Ii 1 May2008
ProjectLocationOwnerConultant
G + f5PAR POD + 40 iYP + SERV + HePlot - 003 Emirates City AjmanNational centerAdnan Saiarini -
fI -~
middotmiddot~~pltmiddotmiddot ~- td OJ middotjfbm
J1I1 -
bullbull I
r
11 160 11235 559-_12 160 11740 184_ --21 200 18975 604--22 200 18830 599-J - 250 ~20 811
------32 2SD ~86 ~92
ReMARKS1 Tenlilt ttngLtl waa calculated bBlled on nominal dilmtw
bullbullbullbullbullbullbullbullbullbullbullbullbullbullbullbull END bullbullbullbullbullbullbullbullbullbullbullbullbullbullbull
bull This report $hall ot bamp teprodcd except in fuJI without written approval hom oboretorybull Thbull sult tNrs onl to the sled a8 Ie
Steel
~-___---Slael
Steel-_ __-_ -
SIIel-_-_ bull--_ ___--Steel
DUBAIUAf Tel 04middot3404039 Fax OH~04019 POBox 37969 MUDHA81 AL AIN
(((j) ~JI ~ J~ i (lWIJflJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Pa e I of I
REPORT ON MECHANICAL AND PHYSICAL TESTS ON COUPLED STEEL BARS
Contractor
Project Name
Consultant
LocatIOn
Plot No
Ms ARABTEC
LILLIAN TOWER (J020111018)
Ms KHATIS amp ALAMI
BUSINESS BA Y - DUBAI
BB A02 013
Customer Ms ARABTEC
POBox 3399 DllBAJ
Report No STR 12-00403
Request No STQ12-00163
Sample No ST12-000 163
Report Date 15052012
ManufacturerLocalSupplier
Sample DeSCription
NG
COUPLED STEEL BAR (THREADED)
Date of Test
Grade of Steel Bar
150512012
4606
Date amp Time of Sampl mg 15052012
Country of OriginSteel bar Coupler
UAE
N G
Manufactures Identity Mark
Certificate of ManufacturerDate amp Time of Receiving Sample
Heat No
DCL 11 I-I IIIIIU
NG150512012 1100
NGSampling LocatIOn SITE
SPEC NO BAR Senders COUPLER COUPLER NOM MAX LOAD MAX STRES MODEOFDIAMETER COUPLERREFReference ENGTH(mm) OUTER DJA AREA(mm) kN (Nmm) FAILURE
(mm) (mm)I 25 NG CBT025020411 BAUTECH 600 41 4909 2844 579 STEEL BAR
TNTLLC2 25 NG CBT025020411 BAUTECH 600 40 4909 2745 559 STEEL BAR
TNTLLC3 25 NG CBT025020411 BAUTECH 600 41 4909 2957 602 STEEL BAR
TNTLLC
Sampled By CUSTOMERCONSULT ANT
Sample Brought m By CUSTOMER
Method Variation NIL
Test Method
Tested By
Verified By
MIMS PART 21 ISSUE NO 3 20081 ACI318M-99CLAUSES 121432amp21261SNMS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR SPEC I amp 3 COMPLIESTYPE2 SPEC 2 DOES NOT COMPLY TYPE I amp TYPE 2 TEST WITNESSED BY CONSULTANT amp CONTRACTOR
Type 1 mechanical splicesA full mechanical splice shall develop m tension or compression as required at least 125 percent ofspecified yield strength fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop m tension or compression as required at least 125 percent ofspecified yield strength fy of the bar and shall develop the specified tensile strength of the spliced bar
NOles
bull Ths roP0rl shall only be reproduced In full Approval of lhe test laboratory is required for parli81 reproduction
-The tesl results relate only to lhe sample testedFRM F05lssue 2 Issue Date 0309106
emiddotmail infoahamgeocom
Abu DhabiPO Box 132634
DubaiPO Box 60462
SharjahPO Box 5116
jjJwJ101 i
WaR K SHE E T
Date Instructed 140212Date Received 140212Date Required 200212Engineer Mechanical Test
Ref No pound200942 IssueMIF No 00121
pound200942
1
ContractOrd No
Cl ient SiZ EnglneeringPI Stafr Accornodation andConstructionAbu DhJrjWt
Contact vr Moharnmec Masood AhmedTel No OSO-897846Fax No 02-5580750Material CARBON rEE_It~n 25mlT Dia Threaded Coupled Reba rProiect PI Staff Accomodati on 5998rOiectO-JnerADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Re5acs frOm SiteSUDplier Butech International
DeteoT sam~linsect 130212012 1000 AMLocation P 59 8 Project SiteClient Ref CST Sample-002Specification BS 4449-1988 f 1997
gt3] (001) CCJIcr Reba
- Dimensions -- -- Area[llVn] [rnm2]
25 00 49037
UTL Fracture Type[kN]
~1middot~Fracture ~ocation
RtilY
Date ~ Tested ByWQr~~heet Comments
Test Instructl0nsApply lensile Load to the Coupled rebar sample at a rate 0- 120mmmlnundll FracLureTensile SLrengt~ calculated based on the nominal area given inBS 4419 1997fest KCPOr-t to Inc~udeNomina Ba~ Dia (mm)Nominal area (mm2)Breaking Load (kn)LJTS (Nmm2)fracture Lacaticn
Sltmp1e no
Sairl By Hachined 8y Spare ~1aterial H~---~OV2rtC~e Mach1ing lrdnsport Delivery Postage
ti t JL
Bin Number Other ~nitials
AI Fultatrn Exova LLCubal Investments ParkO Box 34924 Dubal
united Arab EmIrates
1 +971 48851001F +971 48854004E duballabexovacomW wwwexovacom ~I Lag II Sl I11I11JlI-lidtaim Exova
Rautech International LLC0 Box 27922lubai
U AE
Report NumberPageOrder NumberDate TestedDate Reported
0101313 Issue 21 of 1Cash CDC280711310711
ttn Mr Shakeel Ur Rehman
Item 20mm Diameter Rebar Sample with Threaded Coupler - 1 NoPrOJectNASTRAN Towermiddot Cultural VillageReinforcing Bar Source Turkey OilerContractor Belhasa Engineenng ContConsultant ARE NCOEnd Client RAAM LimitedItem Identity (Coupler) CBT20 20051106 Bautech IntI LLC
Specification - Client Requirement
IOther Testsmiddot BS8110-11997
Posltlon Details I Commentsr~Plr lt=25mm Tenslle NA UTS 666MPa See Below
Item 01 Max Load 2093kN Area 3142mm2 (Fracture Location Rebar Broken)Area used for UTS calculatlon Nominal rebar cross section~------ ----------------_
Certflcate Comments
End of Text
ested by
Witnessed by
AI Futtaim Exova Dubai lab
Client Representative
For and on authority ofAI Futtaim Exova LlC
(((j) ~JI ~ J~ i (aJlj l5lJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Page 1 of I
REFORT0 MEeHANCA AND FHYSICAl TES S 0 COUPLED STEELBARS
Contractor Ms ARABTEC Customer Ms ARABTEC
Date amp Time of SampiJng 15052012
POBox 3399 DllBAI
Report No STR 12-00403
Request No STQ 12-00 163
Sample No ST 12-000 163
Report Date 15052012
Date of Test 15052012
Grade of Steel Bar 460B
Manufactures Identity Mark DCL 1 -1 IUI
Project Name
Consultant
Location
Plot No
ManufacturerLocalSuppiJer
Sample Description
Country of OriginSteel bar Coupler
LILLIAN TOWER (J020111018)
Ms KHATIB amp ALAM1
BUSINESS BA Y - DUBAI
BB A02 013
NG
COUPLED STEEL BAR (THREADED)
UAE
I NG
Certificate of ManufacturerDate amp Time of ReceIVIng Sample
Heat No
NG150520121 1100
NGSampling Location SITE
SPEC NO BAR Senders COUPLER COUPLER NOM MAX LOAD MAX STRES MODE OFCOUPLER REFDIAMETER Reference ENGTH (mm) OUTER DIA AREA(mm ) kN (Nmm) FAILURE(mm) (mm)
1 25 NG CBT025020411 BAUTECH 600 41 4909 2844 579 STEEL BARNT LLC
2 25 NG CBT02502041 J BAUTECH 600 40 4909 2745 559 STEEL BARNTLLC
3 25 NG CBT02S02041 J BAUTECH 600 41 4909 2957 602 STEEL BARNT LLC
Sample Brought in By CUSTOMER
Sampled By
Method Variation
CUSTOMERCONSULTANT
NIL
Test Method
Tested By
Verified By
MIMS PART 21 ISSUE NO3 2008 ACI 318M-99CLAUSES 121432 amp 21261SN
MS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR SPEC I amp 3 COMPLIESTYPE2 SPEC 2 DOES NOT COMPLY TYPE1 amp TYPE2 TEST WITNESSED BY CONSULTANT amp CONTRACTOR
Type I mechanical splicesA full mechanical splice shall develop in tensIOn or compression as required at least 125 percent ofspecified yield strength fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop in tension or compression as required at least 125 percent ofspecified yield strength fy of the bar and shall develop the specified tensile strength of the spiJced bar
Notes
--This repo shall only be reproduced In full Approval of the lest laboratory is required for panial reproduction
--Thelestresultsrelateonlyto thesampletestedFRM F05lssue 2 Issue Dale 030906
e-mail inoahamgeocom
Abu DhabiPO Box 132634Tel +971 2 550804~
DubaiPO Box 60462T~I +~71 4 RRi4Ri4
SharjahPO Box 5116Tor amp071~ un~7
ilJwJ10 i v
1111111111 ~~I
FROM BAUTECH INTERNATIONAL FAX NO 043471788 3 Oct 2012 220PM P12
I
(f~j)~JI~ JlLi raJIJ~LJI
ALHAIampALMUKADDAMFor Geotechnical Works (LLc)
Put I of2
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STeELBARS
Contnctor Mis AL QABDHA CONSTltUCfION Customer Mis AL QABDHA CONSTRUcnON
Project Nam(
Consultant
Location
PlolNo
MAS TOWER (G+5P+HC+SO TYJ+PH-HP) FORMISASAS RpoundAL ESTATE (1121)
M$ GULF INTERNATIONAL ENCO CONSULTANT
AL KHANmiddot SHARJAH
1032
POBoI 28912Report No
Request No
Sample No
Report Date
SHtRJAH
SllU2~0810
STQI 2()()3 I 0
8T12-ooo310
2910912012
ManufocturerlLocaJSupplierSample Description
G2lNTERNATIONAL
COUPLED STEEL BAR (THREADED)
Date ofTest
Grade of Sleel Bar
291092012
4606
NGCerttficate ofManufJcturer NGDate amp Time of Receiving Sample 270912012 0810
Manufaeture$ Identity MarkCountry of OriginSteel bar 1 Coupler
Date amp Time of Sampling 260912012
Sampling Location SITE
I NOHeat No
REF REMARKS
NG
SPEC NO BAR Srndc~s COUPLERREF COUPLER COUPLER NOM MAX LOAD MAXSTRES MODEOPIolAMETEJi RefellCC ENGTH (mm) OllTlSRDJA AREArrun) leN (Nfmm) FAILURE
(mm) (mm
I 25 NG CBT02S 171008 594 407 4909 2851 581 STEEL BARIlAUTECHIN1L uc
2 25 NG CJrr02S 171008 600 404 4909 2873 S8S STEELaARIlAlfJECH1NTL LLC
3 25 NG CBT025 J 7Ioot 600 406 4909 2938 598 STEEL BARllAJTECH rNTL LtC
4 32 Nb CBT032 020411 707 509 8042 4924 612 STEEL BARa bullbullbullllTECH 1NlL LLC
Sample Brought in By LABORA TOR Y
Sampled By
MetJod Variation
CUSTOMER
NIL
Test Method
Tested By
V~itied By
MIMS PART 21 ISSUE NO3 20081 ACI318M-99CLAUSBS 121432 amp 21261SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF 11ffi STEEL BAR ALL SPEC COMPLIESTYPE2 IDCL JIIIIJ-lIl11II11 (25mm) 11middot11111111Jl11J (32mm)
Type 1 mechatlical splicesA full mechanicalsplicc shall develop in tension or compression as required at least 125 perCCflt ofspecified yield sbtngth fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop in tension Or compression as required allcast 125 percent ofspecified yield strength fy oftht bar and shall develop the specified tensile strength ofthc spliced bar
No- Thi TOpOrt nn olr blOiOdgtU4 In lIlU Approval orthe t bullbullbull labo) required fl)( ltia1 rlfOdllltllOn
- Th len 1111 roIl1 ooIy 10 lIIe aamplc lcrlcOFRM F051lS6Ut 112Issue Dlaquote OJI0906
AbU DhabiPO Box 132634Tel +971 2 5S08042FiIll bull971 2 5508046
DubalPO Box 604B2Tel +971 488S485-4ax Tpoundl71 4 Ba54853
SharjanPO 80)(5116Tel +971 amp 5350357a~+9710~
~JwJ16 bullbullbullu
+Wo~oovi1o+VI ~ 010 10 ~U
rJ~ bull
WI t AAotbullbullot 4+WI tAlI tllOl u-SU
Exova limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 2 5582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 2009421 of 1Contract180212190212
Issue
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
S prification - BS 4449-1988 amp 1997
[mm]2500001Coupled Rebar
~~~Il~i(~jsect)Dimensions Area UTL UTS Fracture Location Fracture Type[mm2] [kN] [Nmm2]
49087 29480 601 Rebar
Certificate Comments
Test InstructionsApply Tensile Load to the Coupled rebar sample at a rate of 120mmmlnuntn FractureTensile Strength calculated based on the nomlnal area given inBS 4449 1997 ------------ End of Text
Tested by Exova Abu Dhabi Laboratory
For and on authority ofExova Limited (Abu Dhobi)
Witnessed bySKEngineering Rep ADNOC Representative
T~ lIOClJmlnt nwy 1101 b reptodlOced lllhBr th3n full OllCOpt With tho puor v11t1un OpptOVtlJ of tho l3SUlng IAMIloryThee rtl~ulls pel111ln only 10 the Men(l) luted IS ampImpled by Ihe cllenl unl85S otherwiSe uldlcaledRegted Offic Exov lmittl Abu Ohab PO Box 0101 Abu Dhabi Unllod Arab Emirates CntnmftlCIAI Licence No 1001132The ccnlonl of Int report (Ue goorned til our slendard Irms nd colldtIons
(middoth~middoti)~JI ~ J~ 11aJIJllJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Page 1 of I
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STEELBARS
Date amp Time of Sampling 310712012
Certificate of Manufacturer N GDate amp Time of Recclving Sample 010812012 1330
POBox 3399 DUBAI
Report No STR12-00708
Request No STQ12middot00275
Sample No ST12-000275
Report Date 030812012
Date of Test 020812012
Grade of Steel Bar 460B
Manufactures Identity Mark IDCL 111middot1111
Contractor
Project Name
Consultant
Location
Plot No
ManufacturerlLocalSupplier
Sample Descnptlon
Country of OriginSteel bar Coupler
Sampling location
MIs ARABTEC
LILLIAN TOWER (J020lJlOI8)
MIs KHATIB amp ALAMI
BUSINESS BAYmiddot DUBAI
BB A02 013
BAUTECH
COUPLED STEEL BAR (THREADED)
UAE
0900
SITE STEEL YARD
Heat No
Customer Ms ARABTEC
NG
SPEC NO BAR Senders COUPLER REF COUPLER COUPLER NOM MAX LOAD MAX STRES MODEOFIoIAMETE~ Reference ENGTH(mm) OUTER DIA AREA(mm) kN (Nmm) FAILURE
(mm) (mm)I 25 L1USIOO2 CBT 0 2502041 595 405 4909 2734 557 STEEL BAR
BAUTECH INTL LLC2 25 LlUSIOO2 CBT 0 25 020411 600 404 4909 2732 557 STEEL BAR
BAUTECH INTL LLC3 25 L1USOO2 CBT 0 2S 020411 597 404 4909 2733 557 STEEL BAR
BAUTECH INTL LLC
Sample Brought In By LABORATORY
Sampled By
Method Vanatlen
CONSULTANT
NIL
Test Method
Tested By
Verified By
MIMS PART 35 ISSUE NO I 2011 BS81 10-11997Section3128 162SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR ALL SPEC COMPLIESREQUIRMENT OF BS81 10-1 1997 SEC312-08middot16-2
r ijmiddot I~ l Ie
Notes
- This repe JhaIlonly be reproduced in full Approval art test laboratory is ~ired ror partial reproduction
-The lell muItJ relit only to tIoesample testedFRM Flll1ssll~ flllssu~ Date 0611111
lHT1aiI IIlIoatiamleocom
Abu Dtlabl Oubal Stlarjah
Exova Limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 25582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 200942 Issue 21 of 1SKECPIPOMLPOI0278180212080312
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
Sptvrficatlon - BS 4449-1988 amp 1997
001Coupled Rebar
Certificate Comments
2500 29480
Fracture Location
601 Rebar
Fracture Type
Exova Abu Dhabi LaboratoryTested by
Test InstructlonsApply Tensile Load to the Coupled rebar sample at a rate of 120mmminuntil FractureTensile Strength calculated based on the nomlnal area glven inf3S 4449 1997------ --------------- End of Text ---------------------Davi obinson
lj)e tio s vianager lurgy I
~ ~
For and on authority ofExova Limited (Abu Dhabi)
Totl llOCUlrwmt ntly not be eproducexl othor I~Dn In lult OllicopllNith t~priornnen applov8l of lhe lUulng labolaloryThese Otull~ pertlllrl ooly 10 111t) tuted u sampled by the c litll Iml olherwu lOOIClIllKJrtOUIamplerod OffiCe Ebullbullovllml~ Abu Chab PO Bolt Q101 Abu Dhabi United Arab Emirato Conwnrclol Lcence No 100173~The conlelll of thIS report 8111governed by OUt slllndird lernlS and tOndtlons
l~ _ bull
(((j) ~JI ~ J~ i (lWIJflJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Pa e I of I
REPORT ON MECHANICAL AND PHYSICAL TESTS ON COUPLED STEEL BARS
Contractor
Project Name
Consultant
LocatIOn
Plot No
Ms ARABTEC
LILLIAN TOWER (J020111018)
Ms KHATIS amp ALAMI
BUSINESS BA Y - DUBAI
BB A02 013
Customer Ms ARABTEC
POBox 3399 DllBAJ
Report No STR 12-00403
Request No STQ12-00163
Sample No ST12-000 163
Report Date 15052012
ManufacturerLocalSupplier
Sample DeSCription
NG
COUPLED STEEL BAR (THREADED)
Date of Test
Grade of Steel Bar
150512012
4606
Date amp Time of Sampl mg 15052012
Country of OriginSteel bar Coupler
UAE
N G
Manufactures Identity Mark
Certificate of ManufacturerDate amp Time of Receiving Sample
Heat No
DCL 11 I-I IIIIIU
NG150512012 1100
NGSampling LocatIOn SITE
SPEC NO BAR Senders COUPLER COUPLER NOM MAX LOAD MAX STRES MODEOFDIAMETER COUPLERREFReference ENGTH(mm) OUTER DJA AREA(mm) kN (Nmm) FAILURE
(mm) (mm)I 25 NG CBT025020411 BAUTECH 600 41 4909 2844 579 STEEL BAR
TNTLLC2 25 NG CBT025020411 BAUTECH 600 40 4909 2745 559 STEEL BAR
TNTLLC3 25 NG CBT025020411 BAUTECH 600 41 4909 2957 602 STEEL BAR
TNTLLC
Sampled By CUSTOMERCONSULT ANT
Sample Brought m By CUSTOMER
Method Variation NIL
Test Method
Tested By
Verified By
MIMS PART 21 ISSUE NO 3 20081 ACI318M-99CLAUSES 121432amp21261SNMS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR SPEC I amp 3 COMPLIESTYPE2 SPEC 2 DOES NOT COMPLY TYPE I amp TYPE 2 TEST WITNESSED BY CONSULTANT amp CONTRACTOR
Type 1 mechanical splicesA full mechanical splice shall develop m tension or compression as required at least 125 percent ofspecified yield strength fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop m tension or compression as required at least 125 percent ofspecified yield strength fy of the bar and shall develop the specified tensile strength of the spliced bar
NOles
bull Ths roP0rl shall only be reproduced In full Approval of lhe test laboratory is required for parli81 reproduction
-The tesl results relate only to lhe sample testedFRM F05lssue 2 Issue Date 0309106
emiddotmail infoahamgeocom
Abu DhabiPO Box 132634
DubaiPO Box 60462
SharjahPO Box 5116
jjJwJ101 i
WaR K SHE E T
Date Instructed 140212Date Received 140212Date Required 200212Engineer Mechanical Test
Ref No pound200942 IssueMIF No 00121
pound200942
1
ContractOrd No
Cl ient SiZ EnglneeringPI Stafr Accornodation andConstructionAbu DhJrjWt
Contact vr Moharnmec Masood AhmedTel No OSO-897846Fax No 02-5580750Material CARBON rEE_It~n 25mlT Dia Threaded Coupled Reba rProiect PI Staff Accomodati on 5998rOiectO-JnerADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Re5acs frOm SiteSUDplier Butech International
DeteoT sam~linsect 130212012 1000 AMLocation P 59 8 Project SiteClient Ref CST Sample-002Specification BS 4449-1988 f 1997
gt3] (001) CCJIcr Reba
- Dimensions -- -- Area[llVn] [rnm2]
25 00 49037
UTL Fracture Type[kN]
~1middot~Fracture ~ocation
RtilY
Date ~ Tested ByWQr~~heet Comments
Test Instructl0nsApply lensile Load to the Coupled rebar sample at a rate 0- 120mmmlnundll FracLureTensile SLrengt~ calculated based on the nominal area given inBS 4419 1997fest KCPOr-t to Inc~udeNomina Ba~ Dia (mm)Nominal area (mm2)Breaking Load (kn)LJTS (Nmm2)fracture Lacaticn
Sltmp1e no
Sairl By Hachined 8y Spare ~1aterial H~---~OV2rtC~e Mach1ing lrdnsport Delivery Postage
ti t JL
Bin Number Other ~nitials
AI Fultatrn Exova LLCubal Investments ParkO Box 34924 Dubal
united Arab EmIrates
1 +971 48851001F +971 48854004E duballabexovacomW wwwexovacom ~I Lag II Sl I11I11JlI-lidtaim Exova
Rautech International LLC0 Box 27922lubai
U AE
Report NumberPageOrder NumberDate TestedDate Reported
0101313 Issue 21 of 1Cash CDC280711310711
ttn Mr Shakeel Ur Rehman
Item 20mm Diameter Rebar Sample with Threaded Coupler - 1 NoPrOJectNASTRAN Towermiddot Cultural VillageReinforcing Bar Source Turkey OilerContractor Belhasa Engineenng ContConsultant ARE NCOEnd Client RAAM LimitedItem Identity (Coupler) CBT20 20051106 Bautech IntI LLC
Specification - Client Requirement
IOther Testsmiddot BS8110-11997
Posltlon Details I Commentsr~Plr lt=25mm Tenslle NA UTS 666MPa See Below
Item 01 Max Load 2093kN Area 3142mm2 (Fracture Location Rebar Broken)Area used for UTS calculatlon Nominal rebar cross section~------ ----------------_
Certflcate Comments
End of Text
ested by
Witnessed by
AI Futtaim Exova Dubai lab
Client Representative
For and on authority ofAI Futtaim Exova LlC
(((j) ~JI ~ J~ i (aJlj l5lJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Page 1 of I
REFORT0 MEeHANCA AND FHYSICAl TES S 0 COUPLED STEELBARS
Contractor Ms ARABTEC Customer Ms ARABTEC
Date amp Time of SampiJng 15052012
POBox 3399 DllBAI
Report No STR 12-00403
Request No STQ 12-00 163
Sample No ST 12-000 163
Report Date 15052012
Date of Test 15052012
Grade of Steel Bar 460B
Manufactures Identity Mark DCL 1 -1 IUI
Project Name
Consultant
Location
Plot No
ManufacturerLocalSuppiJer
Sample Description
Country of OriginSteel bar Coupler
LILLIAN TOWER (J020111018)
Ms KHATIB amp ALAM1
BUSINESS BA Y - DUBAI
BB A02 013
NG
COUPLED STEEL BAR (THREADED)
UAE
I NG
Certificate of ManufacturerDate amp Time of ReceIVIng Sample
Heat No
NG150520121 1100
NGSampling Location SITE
SPEC NO BAR Senders COUPLER COUPLER NOM MAX LOAD MAX STRES MODE OFCOUPLER REFDIAMETER Reference ENGTH (mm) OUTER DIA AREA(mm ) kN (Nmm) FAILURE(mm) (mm)
1 25 NG CBT025020411 BAUTECH 600 41 4909 2844 579 STEEL BARNT LLC
2 25 NG CBT02502041 J BAUTECH 600 40 4909 2745 559 STEEL BARNTLLC
3 25 NG CBT02S02041 J BAUTECH 600 41 4909 2957 602 STEEL BARNT LLC
Sample Brought in By CUSTOMER
Sampled By
Method Variation
CUSTOMERCONSULTANT
NIL
Test Method
Tested By
Verified By
MIMS PART 21 ISSUE NO3 2008 ACI 318M-99CLAUSES 121432 amp 21261SN
MS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR SPEC I amp 3 COMPLIESTYPE2 SPEC 2 DOES NOT COMPLY TYPE1 amp TYPE2 TEST WITNESSED BY CONSULTANT amp CONTRACTOR
Type I mechanical splicesA full mechanical splice shall develop in tensIOn or compression as required at least 125 percent ofspecified yield strength fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop in tension or compression as required at least 125 percent ofspecified yield strength fy of the bar and shall develop the specified tensile strength of the spiJced bar
Notes
--This repo shall only be reproduced In full Approval of the lest laboratory is required for panial reproduction
--Thelestresultsrelateonlyto thesampletestedFRM F05lssue 2 Issue Dale 030906
e-mail inoahamgeocom
Abu DhabiPO Box 132634Tel +971 2 550804~
DubaiPO Box 60462T~I +~71 4 RRi4Ri4
SharjahPO Box 5116Tor amp071~ un~7
ilJwJ10 i v
1111111111 ~~I
FROM BAUTECH INTERNATIONAL FAX NO 043471788 3 Oct 2012 220PM P12
I
(f~j)~JI~ JlLi raJIJ~LJI
ALHAIampALMUKADDAMFor Geotechnical Works (LLc)
Put I of2
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STeELBARS
Contnctor Mis AL QABDHA CONSTltUCfION Customer Mis AL QABDHA CONSTRUcnON
Project Nam(
Consultant
Location
PlolNo
MAS TOWER (G+5P+HC+SO TYJ+PH-HP) FORMISASAS RpoundAL ESTATE (1121)
M$ GULF INTERNATIONAL ENCO CONSULTANT
AL KHANmiddot SHARJAH
1032
POBoI 28912Report No
Request No
Sample No
Report Date
SHtRJAH
SllU2~0810
STQI 2()()3 I 0
8T12-ooo310
2910912012
ManufocturerlLocaJSupplierSample Description
G2lNTERNATIONAL
COUPLED STEEL BAR (THREADED)
Date ofTest
Grade of Sleel Bar
291092012
4606
NGCerttficate ofManufJcturer NGDate amp Time of Receiving Sample 270912012 0810
Manufaeture$ Identity MarkCountry of OriginSteel bar 1 Coupler
Date amp Time of Sampling 260912012
Sampling Location SITE
I NOHeat No
REF REMARKS
NG
SPEC NO BAR Srndc~s COUPLERREF COUPLER COUPLER NOM MAX LOAD MAXSTRES MODEOPIolAMETEJi RefellCC ENGTH (mm) OllTlSRDJA AREArrun) leN (Nfmm) FAILURE
(mm) (mm
I 25 NG CBT02S 171008 594 407 4909 2851 581 STEEL BARIlAUTECHIN1L uc
2 25 NG CJrr02S 171008 600 404 4909 2873 S8S STEELaARIlAlfJECH1NTL LLC
3 25 NG CBT025 J 7Ioot 600 406 4909 2938 598 STEEL BARllAJTECH rNTL LtC
4 32 Nb CBT032 020411 707 509 8042 4924 612 STEEL BARa bullbullbullllTECH 1NlL LLC
Sample Brought in By LABORA TOR Y
Sampled By
MetJod Variation
CUSTOMER
NIL
Test Method
Tested By
V~itied By
MIMS PART 21 ISSUE NO3 20081 ACI318M-99CLAUSBS 121432 amp 21261SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF 11ffi STEEL BAR ALL SPEC COMPLIESTYPE2 IDCL JIIIIJ-lIl11II11 (25mm) 11middot11111111Jl11J (32mm)
Type 1 mechatlical splicesA full mechanicalsplicc shall develop in tension or compression as required at least 125 perCCflt ofspecified yield sbtngth fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop in tension Or compression as required allcast 125 percent ofspecified yield strength fy oftht bar and shall develop the specified tensile strength ofthc spliced bar
No- Thi TOpOrt nn olr blOiOdgtU4 In lIlU Approval orthe t bullbullbull labo) required fl)( ltia1 rlfOdllltllOn
- Th len 1111 roIl1 ooIy 10 lIIe aamplc lcrlcOFRM F051lS6Ut 112Issue Dlaquote OJI0906
AbU DhabiPO Box 132634Tel +971 2 5S08042FiIll bull971 2 5508046
DubalPO Box 604B2Tel +971 488S485-4ax Tpoundl71 4 Ba54853
SharjanPO 80)(5116Tel +971 amp 5350357a~+9710~
~JwJ16 bullbullbullu
+Wo~oovi1o+VI ~ 010 10 ~U
rJ~ bull
WI t AAotbullbullot 4+WI tAlI tllOl u-SU
Exova limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 2 5582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 2009421 of 1Contract180212190212
Issue
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
S prification - BS 4449-1988 amp 1997
[mm]2500001Coupled Rebar
~~~Il~i(~jsect)Dimensions Area UTL UTS Fracture Location Fracture Type[mm2] [kN] [Nmm2]
49087 29480 601 Rebar
Certificate Comments
Test InstructionsApply Tensile Load to the Coupled rebar sample at a rate of 120mmmlnuntn FractureTensile Strength calculated based on the nomlnal area given inBS 4449 1997 ------------ End of Text
Tested by Exova Abu Dhabi Laboratory
For and on authority ofExova Limited (Abu Dhobi)
Witnessed bySKEngineering Rep ADNOC Representative
T~ lIOClJmlnt nwy 1101 b reptodlOced lllhBr th3n full OllCOpt With tho puor v11t1un OpptOVtlJ of tho l3SUlng IAMIloryThee rtl~ulls pel111ln only 10 the Men(l) luted IS ampImpled by Ihe cllenl unl85S otherwiSe uldlcaledRegted Offic Exov lmittl Abu Ohab PO Box 0101 Abu Dhabi Unllod Arab Emirates CntnmftlCIAI Licence No 1001132The ccnlonl of Int report (Ue goorned til our slendard Irms nd colldtIons
(middoth~middoti)~JI ~ J~ 11aJIJllJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Page 1 of I
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STEELBARS
Date amp Time of Sampling 310712012
Certificate of Manufacturer N GDate amp Time of Recclving Sample 010812012 1330
POBox 3399 DUBAI
Report No STR12-00708
Request No STQ12middot00275
Sample No ST12-000275
Report Date 030812012
Date of Test 020812012
Grade of Steel Bar 460B
Manufactures Identity Mark IDCL 111middot1111
Contractor
Project Name
Consultant
Location
Plot No
ManufacturerlLocalSupplier
Sample Descnptlon
Country of OriginSteel bar Coupler
Sampling location
MIs ARABTEC
LILLIAN TOWER (J020lJlOI8)
MIs KHATIB amp ALAMI
BUSINESS BAYmiddot DUBAI
BB A02 013
BAUTECH
COUPLED STEEL BAR (THREADED)
UAE
0900
SITE STEEL YARD
Heat No
Customer Ms ARABTEC
NG
SPEC NO BAR Senders COUPLER REF COUPLER COUPLER NOM MAX LOAD MAX STRES MODEOFIoIAMETE~ Reference ENGTH(mm) OUTER DIA AREA(mm) kN (Nmm) FAILURE
(mm) (mm)I 25 L1USIOO2 CBT 0 2502041 595 405 4909 2734 557 STEEL BAR
BAUTECH INTL LLC2 25 LlUSIOO2 CBT 0 25 020411 600 404 4909 2732 557 STEEL BAR
BAUTECH INTL LLC3 25 L1USOO2 CBT 0 2S 020411 597 404 4909 2733 557 STEEL BAR
BAUTECH INTL LLC
Sample Brought In By LABORATORY
Sampled By
Method Vanatlen
CONSULTANT
NIL
Test Method
Tested By
Verified By
MIMS PART 35 ISSUE NO I 2011 BS81 10-11997Section3128 162SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR ALL SPEC COMPLIESREQUIRMENT OF BS81 10-1 1997 SEC312-08middot16-2
r ijmiddot I~ l Ie
Notes
- This repe JhaIlonly be reproduced in full Approval art test laboratory is ~ired ror partial reproduction
-The lell muItJ relit only to tIoesample testedFRM Flll1ssll~ flllssu~ Date 0611111
lHT1aiI IIlIoatiamleocom
Abu Dtlabl Oubal Stlarjah
Exova Limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 25582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 200942 Issue 21 of 1SKECPIPOMLPOI0278180212080312
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
Sptvrficatlon - BS 4449-1988 amp 1997
001Coupled Rebar
Certificate Comments
2500 29480
Fracture Location
601 Rebar
Fracture Type
Exova Abu Dhabi LaboratoryTested by
Test InstructlonsApply Tensile Load to the Coupled rebar sample at a rate of 120mmminuntil FractureTensile Strength calculated based on the nomlnal area glven inf3S 4449 1997------ --------------- End of Text ---------------------Davi obinson
lj)e tio s vianager lurgy I
~ ~
For and on authority ofExova Limited (Abu Dhabi)
Totl llOCUlrwmt ntly not be eproducexl othor I~Dn In lult OllicopllNith t~priornnen applov8l of lhe lUulng labolaloryThese Otull~ pertlllrl ooly 10 111t) tuted u sampled by the c litll Iml olherwu lOOIClIllKJrtOUIamplerod OffiCe Ebullbullovllml~ Abu Chab PO Bolt Q101 Abu Dhabi United Arab Emirato Conwnrclol Lcence No 100173~The conlelll of thIS report 8111governed by OUt slllndird lernlS and tOndtlons
l~ _ bull
WaR K SHE E T
Date Instructed 140212Date Received 140212Date Required 200212Engineer Mechanical Test
Ref No pound200942 IssueMIF No 00121
pound200942
1
ContractOrd No
Cl ient SiZ EnglneeringPI Stafr Accornodation andConstructionAbu DhJrjWt
Contact vr Moharnmec Masood AhmedTel No OSO-897846Fax No 02-5580750Material CARBON rEE_It~n 25mlT Dia Threaded Coupled Reba rProiect PI Staff Accomodati on 5998rOiectO-JnerADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Re5acs frOm SiteSUDplier Butech International
DeteoT sam~linsect 130212012 1000 AMLocation P 59 8 Project SiteClient Ref CST Sample-002Specification BS 4449-1988 f 1997
gt3] (001) CCJIcr Reba
- Dimensions -- -- Area[llVn] [rnm2]
25 00 49037
UTL Fracture Type[kN]
~1middot~Fracture ~ocation
RtilY
Date ~ Tested ByWQr~~heet Comments
Test Instructl0nsApply lensile Load to the Coupled rebar sample at a rate 0- 120mmmlnundll FracLureTensile SLrengt~ calculated based on the nominal area given inBS 4419 1997fest KCPOr-t to Inc~udeNomina Ba~ Dia (mm)Nominal area (mm2)Breaking Load (kn)LJTS (Nmm2)fracture Lacaticn
Sltmp1e no
Sairl By Hachined 8y Spare ~1aterial H~---~OV2rtC~e Mach1ing lrdnsport Delivery Postage
ti t JL
Bin Number Other ~nitials
AI Fultatrn Exova LLCubal Investments ParkO Box 34924 Dubal
united Arab EmIrates
1 +971 48851001F +971 48854004E duballabexovacomW wwwexovacom ~I Lag II Sl I11I11JlI-lidtaim Exova
Rautech International LLC0 Box 27922lubai
U AE
Report NumberPageOrder NumberDate TestedDate Reported
0101313 Issue 21 of 1Cash CDC280711310711
ttn Mr Shakeel Ur Rehman
Item 20mm Diameter Rebar Sample with Threaded Coupler - 1 NoPrOJectNASTRAN Towermiddot Cultural VillageReinforcing Bar Source Turkey OilerContractor Belhasa Engineenng ContConsultant ARE NCOEnd Client RAAM LimitedItem Identity (Coupler) CBT20 20051106 Bautech IntI LLC
Specification - Client Requirement
IOther Testsmiddot BS8110-11997
Posltlon Details I Commentsr~Plr lt=25mm Tenslle NA UTS 666MPa See Below
Item 01 Max Load 2093kN Area 3142mm2 (Fracture Location Rebar Broken)Area used for UTS calculatlon Nominal rebar cross section~------ ----------------_
Certflcate Comments
End of Text
ested by
Witnessed by
AI Futtaim Exova Dubai lab
Client Representative
For and on authority ofAI Futtaim Exova LlC
(((j) ~JI ~ J~ i (aJlj l5lJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Page 1 of I
REFORT0 MEeHANCA AND FHYSICAl TES S 0 COUPLED STEELBARS
Contractor Ms ARABTEC Customer Ms ARABTEC
Date amp Time of SampiJng 15052012
POBox 3399 DllBAI
Report No STR 12-00403
Request No STQ 12-00 163
Sample No ST 12-000 163
Report Date 15052012
Date of Test 15052012
Grade of Steel Bar 460B
Manufactures Identity Mark DCL 1 -1 IUI
Project Name
Consultant
Location
Plot No
ManufacturerLocalSuppiJer
Sample Description
Country of OriginSteel bar Coupler
LILLIAN TOWER (J020111018)
Ms KHATIB amp ALAM1
BUSINESS BA Y - DUBAI
BB A02 013
NG
COUPLED STEEL BAR (THREADED)
UAE
I NG
Certificate of ManufacturerDate amp Time of ReceIVIng Sample
Heat No
NG150520121 1100
NGSampling Location SITE
SPEC NO BAR Senders COUPLER COUPLER NOM MAX LOAD MAX STRES MODE OFCOUPLER REFDIAMETER Reference ENGTH (mm) OUTER DIA AREA(mm ) kN (Nmm) FAILURE(mm) (mm)
1 25 NG CBT025020411 BAUTECH 600 41 4909 2844 579 STEEL BARNT LLC
2 25 NG CBT02502041 J BAUTECH 600 40 4909 2745 559 STEEL BARNTLLC
3 25 NG CBT02S02041 J BAUTECH 600 41 4909 2957 602 STEEL BARNT LLC
Sample Brought in By CUSTOMER
Sampled By
Method Variation
CUSTOMERCONSULTANT
NIL
Test Method
Tested By
Verified By
MIMS PART 21 ISSUE NO3 2008 ACI 318M-99CLAUSES 121432 amp 21261SN
MS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR SPEC I amp 3 COMPLIESTYPE2 SPEC 2 DOES NOT COMPLY TYPE1 amp TYPE2 TEST WITNESSED BY CONSULTANT amp CONTRACTOR
Type I mechanical splicesA full mechanical splice shall develop in tensIOn or compression as required at least 125 percent ofspecified yield strength fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop in tension or compression as required at least 125 percent ofspecified yield strength fy of the bar and shall develop the specified tensile strength of the spiJced bar
Notes
--This repo shall only be reproduced In full Approval of the lest laboratory is required for panial reproduction
--Thelestresultsrelateonlyto thesampletestedFRM F05lssue 2 Issue Dale 030906
e-mail inoahamgeocom
Abu DhabiPO Box 132634Tel +971 2 550804~
DubaiPO Box 60462T~I +~71 4 RRi4Ri4
SharjahPO Box 5116Tor amp071~ un~7
ilJwJ10 i v
1111111111 ~~I
FROM BAUTECH INTERNATIONAL FAX NO 043471788 3 Oct 2012 220PM P12
I
(f~j)~JI~ JlLi raJIJ~LJI
ALHAIampALMUKADDAMFor Geotechnical Works (LLc)
Put I of2
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STeELBARS
Contnctor Mis AL QABDHA CONSTltUCfION Customer Mis AL QABDHA CONSTRUcnON
Project Nam(
Consultant
Location
PlolNo
MAS TOWER (G+5P+HC+SO TYJ+PH-HP) FORMISASAS RpoundAL ESTATE (1121)
M$ GULF INTERNATIONAL ENCO CONSULTANT
AL KHANmiddot SHARJAH
1032
POBoI 28912Report No
Request No
Sample No
Report Date
SHtRJAH
SllU2~0810
STQI 2()()3 I 0
8T12-ooo310
2910912012
ManufocturerlLocaJSupplierSample Description
G2lNTERNATIONAL
COUPLED STEEL BAR (THREADED)
Date ofTest
Grade of Sleel Bar
291092012
4606
NGCerttficate ofManufJcturer NGDate amp Time of Receiving Sample 270912012 0810
Manufaeture$ Identity MarkCountry of OriginSteel bar 1 Coupler
Date amp Time of Sampling 260912012
Sampling Location SITE
I NOHeat No
REF REMARKS
NG
SPEC NO BAR Srndc~s COUPLERREF COUPLER COUPLER NOM MAX LOAD MAXSTRES MODEOPIolAMETEJi RefellCC ENGTH (mm) OllTlSRDJA AREArrun) leN (Nfmm) FAILURE
(mm) (mm
I 25 NG CBT02S 171008 594 407 4909 2851 581 STEEL BARIlAUTECHIN1L uc
2 25 NG CJrr02S 171008 600 404 4909 2873 S8S STEELaARIlAlfJECH1NTL LLC
3 25 NG CBT025 J 7Ioot 600 406 4909 2938 598 STEEL BARllAJTECH rNTL LtC
4 32 Nb CBT032 020411 707 509 8042 4924 612 STEEL BARa bullbullbullllTECH 1NlL LLC
Sample Brought in By LABORA TOR Y
Sampled By
MetJod Variation
CUSTOMER
NIL
Test Method
Tested By
V~itied By
MIMS PART 21 ISSUE NO3 20081 ACI318M-99CLAUSBS 121432 amp 21261SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF 11ffi STEEL BAR ALL SPEC COMPLIESTYPE2 IDCL JIIIIJ-lIl11II11 (25mm) 11middot11111111Jl11J (32mm)
Type 1 mechatlical splicesA full mechanicalsplicc shall develop in tension or compression as required at least 125 perCCflt ofspecified yield sbtngth fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop in tension Or compression as required allcast 125 percent ofspecified yield strength fy oftht bar and shall develop the specified tensile strength ofthc spliced bar
No- Thi TOpOrt nn olr blOiOdgtU4 In lIlU Approval orthe t bullbullbull labo) required fl)( ltia1 rlfOdllltllOn
- Th len 1111 roIl1 ooIy 10 lIIe aamplc lcrlcOFRM F051lS6Ut 112Issue Dlaquote OJI0906
AbU DhabiPO Box 132634Tel +971 2 5S08042FiIll bull971 2 5508046
DubalPO Box 604B2Tel +971 488S485-4ax Tpoundl71 4 Ba54853
SharjanPO 80)(5116Tel +971 amp 5350357a~+9710~
~JwJ16 bullbullbullu
+Wo~oovi1o+VI ~ 010 10 ~U
rJ~ bull
WI t AAotbullbullot 4+WI tAlI tllOl u-SU
Exova limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 2 5582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 2009421 of 1Contract180212190212
Issue
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
S prification - BS 4449-1988 amp 1997
[mm]2500001Coupled Rebar
~~~Il~i(~jsect)Dimensions Area UTL UTS Fracture Location Fracture Type[mm2] [kN] [Nmm2]
49087 29480 601 Rebar
Certificate Comments
Test InstructionsApply Tensile Load to the Coupled rebar sample at a rate of 120mmmlnuntn FractureTensile Strength calculated based on the nomlnal area given inBS 4449 1997 ------------ End of Text
Tested by Exova Abu Dhabi Laboratory
For and on authority ofExova Limited (Abu Dhobi)
Witnessed bySKEngineering Rep ADNOC Representative
T~ lIOClJmlnt nwy 1101 b reptodlOced lllhBr th3n full OllCOpt With tho puor v11t1un OpptOVtlJ of tho l3SUlng IAMIloryThee rtl~ulls pel111ln only 10 the Men(l) luted IS ampImpled by Ihe cllenl unl85S otherwiSe uldlcaledRegted Offic Exov lmittl Abu Ohab PO Box 0101 Abu Dhabi Unllod Arab Emirates CntnmftlCIAI Licence No 1001132The ccnlonl of Int report (Ue goorned til our slendard Irms nd colldtIons
(middoth~middoti)~JI ~ J~ 11aJIJllJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Page 1 of I
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STEELBARS
Date amp Time of Sampling 310712012
Certificate of Manufacturer N GDate amp Time of Recclving Sample 010812012 1330
POBox 3399 DUBAI
Report No STR12-00708
Request No STQ12middot00275
Sample No ST12-000275
Report Date 030812012
Date of Test 020812012
Grade of Steel Bar 460B
Manufactures Identity Mark IDCL 111middot1111
Contractor
Project Name
Consultant
Location
Plot No
ManufacturerlLocalSupplier
Sample Descnptlon
Country of OriginSteel bar Coupler
Sampling location
MIs ARABTEC
LILLIAN TOWER (J020lJlOI8)
MIs KHATIB amp ALAMI
BUSINESS BAYmiddot DUBAI
BB A02 013
BAUTECH
COUPLED STEEL BAR (THREADED)
UAE
0900
SITE STEEL YARD
Heat No
Customer Ms ARABTEC
NG
SPEC NO BAR Senders COUPLER REF COUPLER COUPLER NOM MAX LOAD MAX STRES MODEOFIoIAMETE~ Reference ENGTH(mm) OUTER DIA AREA(mm) kN (Nmm) FAILURE
(mm) (mm)I 25 L1USIOO2 CBT 0 2502041 595 405 4909 2734 557 STEEL BAR
BAUTECH INTL LLC2 25 LlUSIOO2 CBT 0 25 020411 600 404 4909 2732 557 STEEL BAR
BAUTECH INTL LLC3 25 L1USOO2 CBT 0 2S 020411 597 404 4909 2733 557 STEEL BAR
BAUTECH INTL LLC
Sample Brought In By LABORATORY
Sampled By
Method Vanatlen
CONSULTANT
NIL
Test Method
Tested By
Verified By
MIMS PART 35 ISSUE NO I 2011 BS81 10-11997Section3128 162SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR ALL SPEC COMPLIESREQUIRMENT OF BS81 10-1 1997 SEC312-08middot16-2
r ijmiddot I~ l Ie
Notes
- This repe JhaIlonly be reproduced in full Approval art test laboratory is ~ired ror partial reproduction
-The lell muItJ relit only to tIoesample testedFRM Flll1ssll~ flllssu~ Date 0611111
lHT1aiI IIlIoatiamleocom
Abu Dtlabl Oubal Stlarjah
Exova Limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 25582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 200942 Issue 21 of 1SKECPIPOMLPOI0278180212080312
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
Sptvrficatlon - BS 4449-1988 amp 1997
001Coupled Rebar
Certificate Comments
2500 29480
Fracture Location
601 Rebar
Fracture Type
Exova Abu Dhabi LaboratoryTested by
Test InstructlonsApply Tensile Load to the Coupled rebar sample at a rate of 120mmminuntil FractureTensile Strength calculated based on the nomlnal area glven inf3S 4449 1997------ --------------- End of Text ---------------------Davi obinson
lj)e tio s vianager lurgy I
~ ~
For and on authority ofExova Limited (Abu Dhabi)
Totl llOCUlrwmt ntly not be eproducexl othor I~Dn In lult OllicopllNith t~priornnen applov8l of lhe lUulng labolaloryThese Otull~ pertlllrl ooly 10 111t) tuted u sampled by the c litll Iml olherwu lOOIClIllKJrtOUIamplerod OffiCe Ebullbullovllml~ Abu Chab PO Bolt Q101 Abu Dhabi United Arab Emirato Conwnrclol Lcence No 100173~The conlelll of thIS report 8111governed by OUt slllndird lernlS and tOndtlons
l~ _ bull
AI Fultatrn Exova LLCubal Investments ParkO Box 34924 Dubal
united Arab EmIrates
1 +971 48851001F +971 48854004E duballabexovacomW wwwexovacom ~I Lag II Sl I11I11JlI-lidtaim Exova
Rautech International LLC0 Box 27922lubai
U AE
Report NumberPageOrder NumberDate TestedDate Reported
0101313 Issue 21 of 1Cash CDC280711310711
ttn Mr Shakeel Ur Rehman
Item 20mm Diameter Rebar Sample with Threaded Coupler - 1 NoPrOJectNASTRAN Towermiddot Cultural VillageReinforcing Bar Source Turkey OilerContractor Belhasa Engineenng ContConsultant ARE NCOEnd Client RAAM LimitedItem Identity (Coupler) CBT20 20051106 Bautech IntI LLC
Specification - Client Requirement
IOther Testsmiddot BS8110-11997
Posltlon Details I Commentsr~Plr lt=25mm Tenslle NA UTS 666MPa See Below
Item 01 Max Load 2093kN Area 3142mm2 (Fracture Location Rebar Broken)Area used for UTS calculatlon Nominal rebar cross section~------ ----------------_
Certflcate Comments
End of Text
ested by
Witnessed by
AI Futtaim Exova Dubai lab
Client Representative
For and on authority ofAI Futtaim Exova LlC
(((j) ~JI ~ J~ i (aJlj l5lJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Page 1 of I
REFORT0 MEeHANCA AND FHYSICAl TES S 0 COUPLED STEELBARS
Contractor Ms ARABTEC Customer Ms ARABTEC
Date amp Time of SampiJng 15052012
POBox 3399 DllBAI
Report No STR 12-00403
Request No STQ 12-00 163
Sample No ST 12-000 163
Report Date 15052012
Date of Test 15052012
Grade of Steel Bar 460B
Manufactures Identity Mark DCL 1 -1 IUI
Project Name
Consultant
Location
Plot No
ManufacturerLocalSuppiJer
Sample Description
Country of OriginSteel bar Coupler
LILLIAN TOWER (J020111018)
Ms KHATIB amp ALAM1
BUSINESS BA Y - DUBAI
BB A02 013
NG
COUPLED STEEL BAR (THREADED)
UAE
I NG
Certificate of ManufacturerDate amp Time of ReceIVIng Sample
Heat No
NG150520121 1100
NGSampling Location SITE
SPEC NO BAR Senders COUPLER COUPLER NOM MAX LOAD MAX STRES MODE OFCOUPLER REFDIAMETER Reference ENGTH (mm) OUTER DIA AREA(mm ) kN (Nmm) FAILURE(mm) (mm)
1 25 NG CBT025020411 BAUTECH 600 41 4909 2844 579 STEEL BARNT LLC
2 25 NG CBT02502041 J BAUTECH 600 40 4909 2745 559 STEEL BARNTLLC
3 25 NG CBT02S02041 J BAUTECH 600 41 4909 2957 602 STEEL BARNT LLC
Sample Brought in By CUSTOMER
Sampled By
Method Variation
CUSTOMERCONSULTANT
NIL
Test Method
Tested By
Verified By
MIMS PART 21 ISSUE NO3 2008 ACI 318M-99CLAUSES 121432 amp 21261SN
MS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR SPEC I amp 3 COMPLIESTYPE2 SPEC 2 DOES NOT COMPLY TYPE1 amp TYPE2 TEST WITNESSED BY CONSULTANT amp CONTRACTOR
Type I mechanical splicesA full mechanical splice shall develop in tensIOn or compression as required at least 125 percent ofspecified yield strength fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop in tension or compression as required at least 125 percent ofspecified yield strength fy of the bar and shall develop the specified tensile strength of the spiJced bar
Notes
--This repo shall only be reproduced In full Approval of the lest laboratory is required for panial reproduction
--Thelestresultsrelateonlyto thesampletestedFRM F05lssue 2 Issue Dale 030906
e-mail inoahamgeocom
Abu DhabiPO Box 132634Tel +971 2 550804~
DubaiPO Box 60462T~I +~71 4 RRi4Ri4
SharjahPO Box 5116Tor amp071~ un~7
ilJwJ10 i v
1111111111 ~~I
FROM BAUTECH INTERNATIONAL FAX NO 043471788 3 Oct 2012 220PM P12
I
(f~j)~JI~ JlLi raJIJ~LJI
ALHAIampALMUKADDAMFor Geotechnical Works (LLc)
Put I of2
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STeELBARS
Contnctor Mis AL QABDHA CONSTltUCfION Customer Mis AL QABDHA CONSTRUcnON
Project Nam(
Consultant
Location
PlolNo
MAS TOWER (G+5P+HC+SO TYJ+PH-HP) FORMISASAS RpoundAL ESTATE (1121)
M$ GULF INTERNATIONAL ENCO CONSULTANT
AL KHANmiddot SHARJAH
1032
POBoI 28912Report No
Request No
Sample No
Report Date
SHtRJAH
SllU2~0810
STQI 2()()3 I 0
8T12-ooo310
2910912012
ManufocturerlLocaJSupplierSample Description
G2lNTERNATIONAL
COUPLED STEEL BAR (THREADED)
Date ofTest
Grade of Sleel Bar
291092012
4606
NGCerttficate ofManufJcturer NGDate amp Time of Receiving Sample 270912012 0810
Manufaeture$ Identity MarkCountry of OriginSteel bar 1 Coupler
Date amp Time of Sampling 260912012
Sampling Location SITE
I NOHeat No
REF REMARKS
NG
SPEC NO BAR Srndc~s COUPLERREF COUPLER COUPLER NOM MAX LOAD MAXSTRES MODEOPIolAMETEJi RefellCC ENGTH (mm) OllTlSRDJA AREArrun) leN (Nfmm) FAILURE
(mm) (mm
I 25 NG CBT02S 171008 594 407 4909 2851 581 STEEL BARIlAUTECHIN1L uc
2 25 NG CJrr02S 171008 600 404 4909 2873 S8S STEELaARIlAlfJECH1NTL LLC
3 25 NG CBT025 J 7Ioot 600 406 4909 2938 598 STEEL BARllAJTECH rNTL LtC
4 32 Nb CBT032 020411 707 509 8042 4924 612 STEEL BARa bullbullbullllTECH 1NlL LLC
Sample Brought in By LABORA TOR Y
Sampled By
MetJod Variation
CUSTOMER
NIL
Test Method
Tested By
V~itied By
MIMS PART 21 ISSUE NO3 20081 ACI318M-99CLAUSBS 121432 amp 21261SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF 11ffi STEEL BAR ALL SPEC COMPLIESTYPE2 IDCL JIIIIJ-lIl11II11 (25mm) 11middot11111111Jl11J (32mm)
Type 1 mechatlical splicesA full mechanicalsplicc shall develop in tension or compression as required at least 125 perCCflt ofspecified yield sbtngth fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop in tension Or compression as required allcast 125 percent ofspecified yield strength fy oftht bar and shall develop the specified tensile strength ofthc spliced bar
No- Thi TOpOrt nn olr blOiOdgtU4 In lIlU Approval orthe t bullbullbull labo) required fl)( ltia1 rlfOdllltllOn
- Th len 1111 roIl1 ooIy 10 lIIe aamplc lcrlcOFRM F051lS6Ut 112Issue Dlaquote OJI0906
AbU DhabiPO Box 132634Tel +971 2 5S08042FiIll bull971 2 5508046
DubalPO Box 604B2Tel +971 488S485-4ax Tpoundl71 4 Ba54853
SharjanPO 80)(5116Tel +971 amp 5350357a~+9710~
~JwJ16 bullbullbullu
+Wo~oovi1o+VI ~ 010 10 ~U
rJ~ bull
WI t AAotbullbullot 4+WI tAlI tllOl u-SU
Exova limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 2 5582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 2009421 of 1Contract180212190212
Issue
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
S prification - BS 4449-1988 amp 1997
[mm]2500001Coupled Rebar
~~~Il~i(~jsect)Dimensions Area UTL UTS Fracture Location Fracture Type[mm2] [kN] [Nmm2]
49087 29480 601 Rebar
Certificate Comments
Test InstructionsApply Tensile Load to the Coupled rebar sample at a rate of 120mmmlnuntn FractureTensile Strength calculated based on the nomlnal area given inBS 4449 1997 ------------ End of Text
Tested by Exova Abu Dhabi Laboratory
For and on authority ofExova Limited (Abu Dhobi)
Witnessed bySKEngineering Rep ADNOC Representative
T~ lIOClJmlnt nwy 1101 b reptodlOced lllhBr th3n full OllCOpt With tho puor v11t1un OpptOVtlJ of tho l3SUlng IAMIloryThee rtl~ulls pel111ln only 10 the Men(l) luted IS ampImpled by Ihe cllenl unl85S otherwiSe uldlcaledRegted Offic Exov lmittl Abu Ohab PO Box 0101 Abu Dhabi Unllod Arab Emirates CntnmftlCIAI Licence No 1001132The ccnlonl of Int report (Ue goorned til our slendard Irms nd colldtIons
(middoth~middoti)~JI ~ J~ 11aJIJllJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Page 1 of I
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STEELBARS
Date amp Time of Sampling 310712012
Certificate of Manufacturer N GDate amp Time of Recclving Sample 010812012 1330
POBox 3399 DUBAI
Report No STR12-00708
Request No STQ12middot00275
Sample No ST12-000275
Report Date 030812012
Date of Test 020812012
Grade of Steel Bar 460B
Manufactures Identity Mark IDCL 111middot1111
Contractor
Project Name
Consultant
Location
Plot No
ManufacturerlLocalSupplier
Sample Descnptlon
Country of OriginSteel bar Coupler
Sampling location
MIs ARABTEC
LILLIAN TOWER (J020lJlOI8)
MIs KHATIB amp ALAMI
BUSINESS BAYmiddot DUBAI
BB A02 013
BAUTECH
COUPLED STEEL BAR (THREADED)
UAE
0900
SITE STEEL YARD
Heat No
Customer Ms ARABTEC
NG
SPEC NO BAR Senders COUPLER REF COUPLER COUPLER NOM MAX LOAD MAX STRES MODEOFIoIAMETE~ Reference ENGTH(mm) OUTER DIA AREA(mm) kN (Nmm) FAILURE
(mm) (mm)I 25 L1USIOO2 CBT 0 2502041 595 405 4909 2734 557 STEEL BAR
BAUTECH INTL LLC2 25 LlUSIOO2 CBT 0 25 020411 600 404 4909 2732 557 STEEL BAR
BAUTECH INTL LLC3 25 L1USOO2 CBT 0 2S 020411 597 404 4909 2733 557 STEEL BAR
BAUTECH INTL LLC
Sample Brought In By LABORATORY
Sampled By
Method Vanatlen
CONSULTANT
NIL
Test Method
Tested By
Verified By
MIMS PART 35 ISSUE NO I 2011 BS81 10-11997Section3128 162SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR ALL SPEC COMPLIESREQUIRMENT OF BS81 10-1 1997 SEC312-08middot16-2
r ijmiddot I~ l Ie
Notes
- This repe JhaIlonly be reproduced in full Approval art test laboratory is ~ired ror partial reproduction
-The lell muItJ relit only to tIoesample testedFRM Flll1ssll~ flllssu~ Date 0611111
lHT1aiI IIlIoatiamleocom
Abu Dtlabl Oubal Stlarjah
Exova Limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 25582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 200942 Issue 21 of 1SKECPIPOMLPOI0278180212080312
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
Sptvrficatlon - BS 4449-1988 amp 1997
001Coupled Rebar
Certificate Comments
2500 29480
Fracture Location
601 Rebar
Fracture Type
Exova Abu Dhabi LaboratoryTested by
Test InstructlonsApply Tensile Load to the Coupled rebar sample at a rate of 120mmminuntil FractureTensile Strength calculated based on the nomlnal area glven inf3S 4449 1997------ --------------- End of Text ---------------------Davi obinson
lj)e tio s vianager lurgy I
~ ~
For and on authority ofExova Limited (Abu Dhabi)
Totl llOCUlrwmt ntly not be eproducexl othor I~Dn In lult OllicopllNith t~priornnen applov8l of lhe lUulng labolaloryThese Otull~ pertlllrl ooly 10 111t) tuted u sampled by the c litll Iml olherwu lOOIClIllKJrtOUIamplerod OffiCe Ebullbullovllml~ Abu Chab PO Bolt Q101 Abu Dhabi United Arab Emirato Conwnrclol Lcence No 100173~The conlelll of thIS report 8111governed by OUt slllndird lernlS and tOndtlons
l~ _ bull
(((j) ~JI ~ J~ i (aJlj l5lJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Page 1 of I
REFORT0 MEeHANCA AND FHYSICAl TES S 0 COUPLED STEELBARS
Contractor Ms ARABTEC Customer Ms ARABTEC
Date amp Time of SampiJng 15052012
POBox 3399 DllBAI
Report No STR 12-00403
Request No STQ 12-00 163
Sample No ST 12-000 163
Report Date 15052012
Date of Test 15052012
Grade of Steel Bar 460B
Manufactures Identity Mark DCL 1 -1 IUI
Project Name
Consultant
Location
Plot No
ManufacturerLocalSuppiJer
Sample Description
Country of OriginSteel bar Coupler
LILLIAN TOWER (J020111018)
Ms KHATIB amp ALAM1
BUSINESS BA Y - DUBAI
BB A02 013
NG
COUPLED STEEL BAR (THREADED)
UAE
I NG
Certificate of ManufacturerDate amp Time of ReceIVIng Sample
Heat No
NG150520121 1100
NGSampling Location SITE
SPEC NO BAR Senders COUPLER COUPLER NOM MAX LOAD MAX STRES MODE OFCOUPLER REFDIAMETER Reference ENGTH (mm) OUTER DIA AREA(mm ) kN (Nmm) FAILURE(mm) (mm)
1 25 NG CBT025020411 BAUTECH 600 41 4909 2844 579 STEEL BARNT LLC
2 25 NG CBT02502041 J BAUTECH 600 40 4909 2745 559 STEEL BARNTLLC
3 25 NG CBT02S02041 J BAUTECH 600 41 4909 2957 602 STEEL BARNT LLC
Sample Brought in By CUSTOMER
Sampled By
Method Variation
CUSTOMERCONSULTANT
NIL
Test Method
Tested By
Verified By
MIMS PART 21 ISSUE NO3 2008 ACI 318M-99CLAUSES 121432 amp 21261SN
MS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR SPEC I amp 3 COMPLIESTYPE2 SPEC 2 DOES NOT COMPLY TYPE1 amp TYPE2 TEST WITNESSED BY CONSULTANT amp CONTRACTOR
Type I mechanical splicesA full mechanical splice shall develop in tensIOn or compression as required at least 125 percent ofspecified yield strength fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop in tension or compression as required at least 125 percent ofspecified yield strength fy of the bar and shall develop the specified tensile strength of the spiJced bar
Notes
--This repo shall only be reproduced In full Approval of the lest laboratory is required for panial reproduction
--Thelestresultsrelateonlyto thesampletestedFRM F05lssue 2 Issue Dale 030906
e-mail inoahamgeocom
Abu DhabiPO Box 132634Tel +971 2 550804~
DubaiPO Box 60462T~I +~71 4 RRi4Ri4
SharjahPO Box 5116Tor amp071~ un~7
ilJwJ10 i v
1111111111 ~~I
FROM BAUTECH INTERNATIONAL FAX NO 043471788 3 Oct 2012 220PM P12
I
(f~j)~JI~ JlLi raJIJ~LJI
ALHAIampALMUKADDAMFor Geotechnical Works (LLc)
Put I of2
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STeELBARS
Contnctor Mis AL QABDHA CONSTltUCfION Customer Mis AL QABDHA CONSTRUcnON
Project Nam(
Consultant
Location
PlolNo
MAS TOWER (G+5P+HC+SO TYJ+PH-HP) FORMISASAS RpoundAL ESTATE (1121)
M$ GULF INTERNATIONAL ENCO CONSULTANT
AL KHANmiddot SHARJAH
1032
POBoI 28912Report No
Request No
Sample No
Report Date
SHtRJAH
SllU2~0810
STQI 2()()3 I 0
8T12-ooo310
2910912012
ManufocturerlLocaJSupplierSample Description
G2lNTERNATIONAL
COUPLED STEEL BAR (THREADED)
Date ofTest
Grade of Sleel Bar
291092012
4606
NGCerttficate ofManufJcturer NGDate amp Time of Receiving Sample 270912012 0810
Manufaeture$ Identity MarkCountry of OriginSteel bar 1 Coupler
Date amp Time of Sampling 260912012
Sampling Location SITE
I NOHeat No
REF REMARKS
NG
SPEC NO BAR Srndc~s COUPLERREF COUPLER COUPLER NOM MAX LOAD MAXSTRES MODEOPIolAMETEJi RefellCC ENGTH (mm) OllTlSRDJA AREArrun) leN (Nfmm) FAILURE
(mm) (mm
I 25 NG CBT02S 171008 594 407 4909 2851 581 STEEL BARIlAUTECHIN1L uc
2 25 NG CJrr02S 171008 600 404 4909 2873 S8S STEELaARIlAlfJECH1NTL LLC
3 25 NG CBT025 J 7Ioot 600 406 4909 2938 598 STEEL BARllAJTECH rNTL LtC
4 32 Nb CBT032 020411 707 509 8042 4924 612 STEEL BARa bullbullbullllTECH 1NlL LLC
Sample Brought in By LABORA TOR Y
Sampled By
MetJod Variation
CUSTOMER
NIL
Test Method
Tested By
V~itied By
MIMS PART 21 ISSUE NO3 20081 ACI318M-99CLAUSBS 121432 amp 21261SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF 11ffi STEEL BAR ALL SPEC COMPLIESTYPE2 IDCL JIIIIJ-lIl11II11 (25mm) 11middot11111111Jl11J (32mm)
Type 1 mechatlical splicesA full mechanicalsplicc shall develop in tension or compression as required at least 125 perCCflt ofspecified yield sbtngth fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop in tension Or compression as required allcast 125 percent ofspecified yield strength fy oftht bar and shall develop the specified tensile strength ofthc spliced bar
No- Thi TOpOrt nn olr blOiOdgtU4 In lIlU Approval orthe t bullbullbull labo) required fl)( ltia1 rlfOdllltllOn
- Th len 1111 roIl1 ooIy 10 lIIe aamplc lcrlcOFRM F051lS6Ut 112Issue Dlaquote OJI0906
AbU DhabiPO Box 132634Tel +971 2 5S08042FiIll bull971 2 5508046
DubalPO Box 604B2Tel +971 488S485-4ax Tpoundl71 4 Ba54853
SharjanPO 80)(5116Tel +971 amp 5350357a~+9710~
~JwJ16 bullbullbullu
+Wo~oovi1o+VI ~ 010 10 ~U
rJ~ bull
WI t AAotbullbullot 4+WI tAlI tllOl u-SU
Exova limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 2 5582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 2009421 of 1Contract180212190212
Issue
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
S prification - BS 4449-1988 amp 1997
[mm]2500001Coupled Rebar
~~~Il~i(~jsect)Dimensions Area UTL UTS Fracture Location Fracture Type[mm2] [kN] [Nmm2]
49087 29480 601 Rebar
Certificate Comments
Test InstructionsApply Tensile Load to the Coupled rebar sample at a rate of 120mmmlnuntn FractureTensile Strength calculated based on the nomlnal area given inBS 4449 1997 ------------ End of Text
Tested by Exova Abu Dhabi Laboratory
For and on authority ofExova Limited (Abu Dhobi)
Witnessed bySKEngineering Rep ADNOC Representative
T~ lIOClJmlnt nwy 1101 b reptodlOced lllhBr th3n full OllCOpt With tho puor v11t1un OpptOVtlJ of tho l3SUlng IAMIloryThee rtl~ulls pel111ln only 10 the Men(l) luted IS ampImpled by Ihe cllenl unl85S otherwiSe uldlcaledRegted Offic Exov lmittl Abu Ohab PO Box 0101 Abu Dhabi Unllod Arab Emirates CntnmftlCIAI Licence No 1001132The ccnlonl of Int report (Ue goorned til our slendard Irms nd colldtIons
(middoth~middoti)~JI ~ J~ 11aJIJllJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Page 1 of I
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STEELBARS
Date amp Time of Sampling 310712012
Certificate of Manufacturer N GDate amp Time of Recclving Sample 010812012 1330
POBox 3399 DUBAI
Report No STR12-00708
Request No STQ12middot00275
Sample No ST12-000275
Report Date 030812012
Date of Test 020812012
Grade of Steel Bar 460B
Manufactures Identity Mark IDCL 111middot1111
Contractor
Project Name
Consultant
Location
Plot No
ManufacturerlLocalSupplier
Sample Descnptlon
Country of OriginSteel bar Coupler
Sampling location
MIs ARABTEC
LILLIAN TOWER (J020lJlOI8)
MIs KHATIB amp ALAMI
BUSINESS BAYmiddot DUBAI
BB A02 013
BAUTECH
COUPLED STEEL BAR (THREADED)
UAE
0900
SITE STEEL YARD
Heat No
Customer Ms ARABTEC
NG
SPEC NO BAR Senders COUPLER REF COUPLER COUPLER NOM MAX LOAD MAX STRES MODEOFIoIAMETE~ Reference ENGTH(mm) OUTER DIA AREA(mm) kN (Nmm) FAILURE
(mm) (mm)I 25 L1USIOO2 CBT 0 2502041 595 405 4909 2734 557 STEEL BAR
BAUTECH INTL LLC2 25 LlUSIOO2 CBT 0 25 020411 600 404 4909 2732 557 STEEL BAR
BAUTECH INTL LLC3 25 L1USOO2 CBT 0 2S 020411 597 404 4909 2733 557 STEEL BAR
BAUTECH INTL LLC
Sample Brought In By LABORATORY
Sampled By
Method Vanatlen
CONSULTANT
NIL
Test Method
Tested By
Verified By
MIMS PART 35 ISSUE NO I 2011 BS81 10-11997Section3128 162SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR ALL SPEC COMPLIESREQUIRMENT OF BS81 10-1 1997 SEC312-08middot16-2
r ijmiddot I~ l Ie
Notes
- This repe JhaIlonly be reproduced in full Approval art test laboratory is ~ired ror partial reproduction
-The lell muItJ relit only to tIoesample testedFRM Flll1ssll~ flllssu~ Date 0611111
lHT1aiI IIlIoatiamleocom
Abu Dtlabl Oubal Stlarjah
Exova Limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 25582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 200942 Issue 21 of 1SKECPIPOMLPOI0278180212080312
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
Sptvrficatlon - BS 4449-1988 amp 1997
001Coupled Rebar
Certificate Comments
2500 29480
Fracture Location
601 Rebar
Fracture Type
Exova Abu Dhabi LaboratoryTested by
Test InstructlonsApply Tensile Load to the Coupled rebar sample at a rate of 120mmminuntil FractureTensile Strength calculated based on the nomlnal area glven inf3S 4449 1997------ --------------- End of Text ---------------------Davi obinson
lj)e tio s vianager lurgy I
~ ~
For and on authority ofExova Limited (Abu Dhabi)
Totl llOCUlrwmt ntly not be eproducexl othor I~Dn In lult OllicopllNith t~priornnen applov8l of lhe lUulng labolaloryThese Otull~ pertlllrl ooly 10 111t) tuted u sampled by the c litll Iml olherwu lOOIClIllKJrtOUIamplerod OffiCe Ebullbullovllml~ Abu Chab PO Bolt Q101 Abu Dhabi United Arab Emirato Conwnrclol Lcence No 100173~The conlelll of thIS report 8111governed by OUt slllndird lernlS and tOndtlons
l~ _ bull
FROM BAUTECH INTERNATIONAL FAX NO 043471788 3 Oct 2012 220PM P12
I
(f~j)~JI~ JlLi raJIJ~LJI
ALHAIampALMUKADDAMFor Geotechnical Works (LLc)
Put I of2
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STeELBARS
Contnctor Mis AL QABDHA CONSTltUCfION Customer Mis AL QABDHA CONSTRUcnON
Project Nam(
Consultant
Location
PlolNo
MAS TOWER (G+5P+HC+SO TYJ+PH-HP) FORMISASAS RpoundAL ESTATE (1121)
M$ GULF INTERNATIONAL ENCO CONSULTANT
AL KHANmiddot SHARJAH
1032
POBoI 28912Report No
Request No
Sample No
Report Date
SHtRJAH
SllU2~0810
STQI 2()()3 I 0
8T12-ooo310
2910912012
ManufocturerlLocaJSupplierSample Description
G2lNTERNATIONAL
COUPLED STEEL BAR (THREADED)
Date ofTest
Grade of Sleel Bar
291092012
4606
NGCerttficate ofManufJcturer NGDate amp Time of Receiving Sample 270912012 0810
Manufaeture$ Identity MarkCountry of OriginSteel bar 1 Coupler
Date amp Time of Sampling 260912012
Sampling Location SITE
I NOHeat No
REF REMARKS
NG
SPEC NO BAR Srndc~s COUPLERREF COUPLER COUPLER NOM MAX LOAD MAXSTRES MODEOPIolAMETEJi RefellCC ENGTH (mm) OllTlSRDJA AREArrun) leN (Nfmm) FAILURE
(mm) (mm
I 25 NG CBT02S 171008 594 407 4909 2851 581 STEEL BARIlAUTECHIN1L uc
2 25 NG CJrr02S 171008 600 404 4909 2873 S8S STEELaARIlAlfJECH1NTL LLC
3 25 NG CBT025 J 7Ioot 600 406 4909 2938 598 STEEL BARllAJTECH rNTL LtC
4 32 Nb CBT032 020411 707 509 8042 4924 612 STEEL BARa bullbullbullllTECH 1NlL LLC
Sample Brought in By LABORA TOR Y
Sampled By
MetJod Variation
CUSTOMER
NIL
Test Method
Tested By
V~itied By
MIMS PART 21 ISSUE NO3 20081 ACI318M-99CLAUSBS 121432 amp 21261SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF 11ffi STEEL BAR ALL SPEC COMPLIESTYPE2 IDCL JIIIIJ-lIl11II11 (25mm) 11middot11111111Jl11J (32mm)
Type 1 mechatlical splicesA full mechanicalsplicc shall develop in tension or compression as required at least 125 perCCflt ofspecified yield sbtngth fy of the bar
Type 2 mechanical splicesA full mechanical splice shall develop in tension Or compression as required allcast 125 percent ofspecified yield strength fy oftht bar and shall develop the specified tensile strength ofthc spliced bar
No- Thi TOpOrt nn olr blOiOdgtU4 In lIlU Approval orthe t bullbullbull labo) required fl)( ltia1 rlfOdllltllOn
- Th len 1111 roIl1 ooIy 10 lIIe aamplc lcrlcOFRM F051lS6Ut 112Issue Dlaquote OJI0906
AbU DhabiPO Box 132634Tel +971 2 5S08042FiIll bull971 2 5508046
DubalPO Box 604B2Tel +971 488S485-4ax Tpoundl71 4 Ba54853
SharjanPO 80)(5116Tel +971 amp 5350357a~+9710~
~JwJ16 bullbullbullu
+Wo~oovi1o+VI ~ 010 10 ~U
rJ~ bull
WI t AAotbullbullot 4+WI tAlI tllOl u-SU
Exova limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 2 5582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 2009421 of 1Contract180212190212
Issue
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
S prification - BS 4449-1988 amp 1997
[mm]2500001Coupled Rebar
~~~Il~i(~jsect)Dimensions Area UTL UTS Fracture Location Fracture Type[mm2] [kN] [Nmm2]
49087 29480 601 Rebar
Certificate Comments
Test InstructionsApply Tensile Load to the Coupled rebar sample at a rate of 120mmmlnuntn FractureTensile Strength calculated based on the nomlnal area given inBS 4449 1997 ------------ End of Text
Tested by Exova Abu Dhabi Laboratory
For and on authority ofExova Limited (Abu Dhobi)
Witnessed bySKEngineering Rep ADNOC Representative
T~ lIOClJmlnt nwy 1101 b reptodlOced lllhBr th3n full OllCOpt With tho puor v11t1un OpptOVtlJ of tho l3SUlng IAMIloryThee rtl~ulls pel111ln only 10 the Men(l) luted IS ampImpled by Ihe cllenl unl85S otherwiSe uldlcaledRegted Offic Exov lmittl Abu Ohab PO Box 0101 Abu Dhabi Unllod Arab Emirates CntnmftlCIAI Licence No 1001132The ccnlonl of Int report (Ue goorned til our slendard Irms nd colldtIons
(middoth~middoti)~JI ~ J~ 11aJIJllJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Page 1 of I
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STEELBARS
Date amp Time of Sampling 310712012
Certificate of Manufacturer N GDate amp Time of Recclving Sample 010812012 1330
POBox 3399 DUBAI
Report No STR12-00708
Request No STQ12middot00275
Sample No ST12-000275
Report Date 030812012
Date of Test 020812012
Grade of Steel Bar 460B
Manufactures Identity Mark IDCL 111middot1111
Contractor
Project Name
Consultant
Location
Plot No
ManufacturerlLocalSupplier
Sample Descnptlon
Country of OriginSteel bar Coupler
Sampling location
MIs ARABTEC
LILLIAN TOWER (J020lJlOI8)
MIs KHATIB amp ALAMI
BUSINESS BAYmiddot DUBAI
BB A02 013
BAUTECH
COUPLED STEEL BAR (THREADED)
UAE
0900
SITE STEEL YARD
Heat No
Customer Ms ARABTEC
NG
SPEC NO BAR Senders COUPLER REF COUPLER COUPLER NOM MAX LOAD MAX STRES MODEOFIoIAMETE~ Reference ENGTH(mm) OUTER DIA AREA(mm) kN (Nmm) FAILURE
(mm) (mm)I 25 L1USIOO2 CBT 0 2502041 595 405 4909 2734 557 STEEL BAR
BAUTECH INTL LLC2 25 LlUSIOO2 CBT 0 25 020411 600 404 4909 2732 557 STEEL BAR
BAUTECH INTL LLC3 25 L1USOO2 CBT 0 2S 020411 597 404 4909 2733 557 STEEL BAR
BAUTECH INTL LLC
Sample Brought In By LABORATORY
Sampled By
Method Vanatlen
CONSULTANT
NIL
Test Method
Tested By
Verified By
MIMS PART 35 ISSUE NO I 2011 BS81 10-11997Section3128 162SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR ALL SPEC COMPLIESREQUIRMENT OF BS81 10-1 1997 SEC312-08middot16-2
r ijmiddot I~ l Ie
Notes
- This repe JhaIlonly be reproduced in full Approval art test laboratory is ~ired ror partial reproduction
-The lell muItJ relit only to tIoesample testedFRM Flll1ssll~ flllssu~ Date 0611111
lHT1aiI IIlIoatiamleocom
Abu Dtlabl Oubal Stlarjah
Exova Limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 25582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 200942 Issue 21 of 1SKECPIPOMLPOI0278180212080312
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
Sptvrficatlon - BS 4449-1988 amp 1997
001Coupled Rebar
Certificate Comments
2500 29480
Fracture Location
601 Rebar
Fracture Type
Exova Abu Dhabi LaboratoryTested by
Test InstructlonsApply Tensile Load to the Coupled rebar sample at a rate of 120mmminuntil FractureTensile Strength calculated based on the nomlnal area glven inf3S 4449 1997------ --------------- End of Text ---------------------Davi obinson
lj)e tio s vianager lurgy I
~ ~
For and on authority ofExova Limited (Abu Dhabi)
Totl llOCUlrwmt ntly not be eproducexl othor I~Dn In lult OllicopllNith t~priornnen applov8l of lhe lUulng labolaloryThese Otull~ pertlllrl ooly 10 111t) tuted u sampled by the c litll Iml olherwu lOOIClIllKJrtOUIamplerod OffiCe Ebullbullovllml~ Abu Chab PO Bolt Q101 Abu Dhabi United Arab Emirato Conwnrclol Lcence No 100173~The conlelll of thIS report 8111governed by OUt slllndird lernlS and tOndtlons
l~ _ bull
Exova limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 2 5582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 2009421 of 1Contract180212190212
Issue
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
S prification - BS 4449-1988 amp 1997
[mm]2500001Coupled Rebar
~~~Il~i(~jsect)Dimensions Area UTL UTS Fracture Location Fracture Type[mm2] [kN] [Nmm2]
49087 29480 601 Rebar
Certificate Comments
Test InstructionsApply Tensile Load to the Coupled rebar sample at a rate of 120mmmlnuntn FractureTensile Strength calculated based on the nomlnal area given inBS 4449 1997 ------------ End of Text
Tested by Exova Abu Dhabi Laboratory
For and on authority ofExova Limited (Abu Dhobi)
Witnessed bySKEngineering Rep ADNOC Representative
T~ lIOClJmlnt nwy 1101 b reptodlOced lllhBr th3n full OllCOpt With tho puor v11t1un OpptOVtlJ of tho l3SUlng IAMIloryThee rtl~ulls pel111ln only 10 the Men(l) luted IS ampImpled by Ihe cllenl unl85S otherwiSe uldlcaledRegted Offic Exov lmittl Abu Ohab PO Box 0101 Abu Dhabi Unllod Arab Emirates CntnmftlCIAI Licence No 1001132The ccnlonl of Int report (Ue goorned til our slendard Irms nd colldtIons
(middoth~middoti)~JI ~ J~ 11aJIJllJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Page 1 of I
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STEELBARS
Date amp Time of Sampling 310712012
Certificate of Manufacturer N GDate amp Time of Recclving Sample 010812012 1330
POBox 3399 DUBAI
Report No STR12-00708
Request No STQ12middot00275
Sample No ST12-000275
Report Date 030812012
Date of Test 020812012
Grade of Steel Bar 460B
Manufactures Identity Mark IDCL 111middot1111
Contractor
Project Name
Consultant
Location
Plot No
ManufacturerlLocalSupplier
Sample Descnptlon
Country of OriginSteel bar Coupler
Sampling location
MIs ARABTEC
LILLIAN TOWER (J020lJlOI8)
MIs KHATIB amp ALAMI
BUSINESS BAYmiddot DUBAI
BB A02 013
BAUTECH
COUPLED STEEL BAR (THREADED)
UAE
0900
SITE STEEL YARD
Heat No
Customer Ms ARABTEC
NG
SPEC NO BAR Senders COUPLER REF COUPLER COUPLER NOM MAX LOAD MAX STRES MODEOFIoIAMETE~ Reference ENGTH(mm) OUTER DIA AREA(mm) kN (Nmm) FAILURE
(mm) (mm)I 25 L1USIOO2 CBT 0 2502041 595 405 4909 2734 557 STEEL BAR
BAUTECH INTL LLC2 25 LlUSIOO2 CBT 0 25 020411 600 404 4909 2732 557 STEEL BAR
BAUTECH INTL LLC3 25 L1USOO2 CBT 0 2S 020411 597 404 4909 2733 557 STEEL BAR
BAUTECH INTL LLC
Sample Brought In By LABORATORY
Sampled By
Method Vanatlen
CONSULTANT
NIL
Test Method
Tested By
Verified By
MIMS PART 35 ISSUE NO I 2011 BS81 10-11997Section3128 162SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR ALL SPEC COMPLIESREQUIRMENT OF BS81 10-1 1997 SEC312-08middot16-2
r ijmiddot I~ l Ie
Notes
- This repe JhaIlonly be reproduced in full Approval art test laboratory is ~ired ror partial reproduction
-The lell muItJ relit only to tIoesample testedFRM Flll1ssll~ flllssu~ Date 0611111
lHT1aiI IIlIoatiamleocom
Abu Dtlabl Oubal Stlarjah
Exova Limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 25582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 200942 Issue 21 of 1SKECPIPOMLPOI0278180212080312
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
Sptvrficatlon - BS 4449-1988 amp 1997
001Coupled Rebar
Certificate Comments
2500 29480
Fracture Location
601 Rebar
Fracture Type
Exova Abu Dhabi LaboratoryTested by
Test InstructlonsApply Tensile Load to the Coupled rebar sample at a rate of 120mmminuntil FractureTensile Strength calculated based on the nomlnal area glven inf3S 4449 1997------ --------------- End of Text ---------------------Davi obinson
lj)e tio s vianager lurgy I
~ ~
For and on authority ofExova Limited (Abu Dhabi)
Totl llOCUlrwmt ntly not be eproducexl othor I~Dn In lult OllicopllNith t~priornnen applov8l of lhe lUulng labolaloryThese Otull~ pertlllrl ooly 10 111t) tuted u sampled by the c litll Iml olherwu lOOIClIllKJrtOUIamplerod OffiCe Ebullbullovllml~ Abu Chab PO Bolt Q101 Abu Dhabi United Arab Emirato Conwnrclol Lcence No 100173~The conlelll of thIS report 8111governed by OUt slllndird lernlS and tOndtlons
l~ _ bull
(middoth~middoti)~JI ~ J~ 11aJIJllJ1
AL HAl amp AL MUKADDAMFor Geotechnical Works (LLc)
Page 1 of I
REPORT ON MECHANICAL AND PHYSICAL TESTSON COUPLED STEELBARS
Date amp Time of Sampling 310712012
Certificate of Manufacturer N GDate amp Time of Recclving Sample 010812012 1330
POBox 3399 DUBAI
Report No STR12-00708
Request No STQ12middot00275
Sample No ST12-000275
Report Date 030812012
Date of Test 020812012
Grade of Steel Bar 460B
Manufactures Identity Mark IDCL 111middot1111
Contractor
Project Name
Consultant
Location
Plot No
ManufacturerlLocalSupplier
Sample Descnptlon
Country of OriginSteel bar Coupler
Sampling location
MIs ARABTEC
LILLIAN TOWER (J020lJlOI8)
MIs KHATIB amp ALAMI
BUSINESS BAYmiddot DUBAI
BB A02 013
BAUTECH
COUPLED STEEL BAR (THREADED)
UAE
0900
SITE STEEL YARD
Heat No
Customer Ms ARABTEC
NG
SPEC NO BAR Senders COUPLER REF COUPLER COUPLER NOM MAX LOAD MAX STRES MODEOFIoIAMETE~ Reference ENGTH(mm) OUTER DIA AREA(mm) kN (Nmm) FAILURE
(mm) (mm)I 25 L1USIOO2 CBT 0 2502041 595 405 4909 2734 557 STEEL BAR
BAUTECH INTL LLC2 25 LlUSIOO2 CBT 0 25 020411 600 404 4909 2732 557 STEEL BAR
BAUTECH INTL LLC3 25 L1USOO2 CBT 0 2S 020411 597 404 4909 2733 557 STEEL BAR
BAUTECH INTL LLC
Sample Brought In By LABORATORY
Sampled By
Method Vanatlen
CONSULTANT
NIL
Test Method
Tested By
Verified By
MIMS PART 35 ISSUE NO I 2011 BS81 10-11997Section3128 162SNNS
Remarks NOMINAL DIA IS USED FOR CALCULATING CROSS SECTIONAL AREA OF THE STEEL BAR ALL SPEC COMPLIESREQUIRMENT OF BS81 10-1 1997 SEC312-08middot16-2
r ijmiddot I~ l Ie
Notes
- This repe JhaIlonly be reproduced in full Approval art test laboratory is ~ired ror partial reproduction
-The lell muItJ relit only to tIoesample testedFRM Flll1ssll~ flllssu~ Date 0611111
lHT1aiI IIlIoatiamleocom
Abu Dtlabl Oubal Stlarjah
Exova Limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 25582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 200942 Issue 21 of 1SKECPIPOMLPOI0278180212080312
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
Sptvrficatlon - BS 4449-1988 amp 1997
001Coupled Rebar
Certificate Comments
2500 29480
Fracture Location
601 Rebar
Fracture Type
Exova Abu Dhabi LaboratoryTested by
Test InstructlonsApply Tensile Load to the Coupled rebar sample at a rate of 120mmminuntil FractureTensile Strength calculated based on the nomlnal area glven inf3S 4449 1997------ --------------- End of Text ---------------------Davi obinson
lj)e tio s vianager lurgy I
~ ~
For and on authority ofExova Limited (Abu Dhabi)
Totl llOCUlrwmt ntly not be eproducexl othor I~Dn In lult OllicopllNith t~priornnen applov8l of lhe lUulng labolaloryThese Otull~ pertlllrl ooly 10 111t) tuted u sampled by the c litll Iml olherwu lOOIClIllKJrtOUIamplerod OffiCe Ebullbullovllml~ Abu Chab PO Bolt Q101 Abu Dhabi United Arab Emirato Conwnrclol Lcence No 100173~The conlelll of thIS report 8111governed by OUt slllndird lernlS and tOndtlons
l~ _ bull
Exova Limited (Abu Dhabi)PO Box 9191Abu DhabiUAE
T +971 25582345F +971 25584515E abudhabilabexovacomW wwwexovacom
SK EngineeringPI Staff Accomodation andConstructionAbu DhabiUAE
Report NumberPageOrder NumberDate TestedDate Reported
A 200942 Issue 21 of 1SKECPIPOMLPOI0278180212080312
Attn Mr Mohammed Masood Ahmed
Item - 25mm Dla Threaded Coupled RebarProject PI Staff Accomodation - 5998Project Owner ADNOC Main Contractor SK EngineeringConsultant E C G Source Steel Rebars from SiteSupplier Bautech InternationalDate of Sampling 13022012 1000 AMLocation PI 5998 Project SiteClient Ref CBT Sample-002
Sptvrficatlon - BS 4449-1988 amp 1997
001Coupled Rebar
Certificate Comments
2500 29480
Fracture Location
601 Rebar
Fracture Type
Exova Abu Dhabi LaboratoryTested by
Test InstructlonsApply Tensile Load to the Coupled rebar sample at a rate of 120mmminuntil FractureTensile Strength calculated based on the nomlnal area glven inf3S 4449 1997------ --------------- End of Text ---------------------Davi obinson
lj)e tio s vianager lurgy I
~ ~
For and on authority ofExova Limited (Abu Dhabi)
Totl llOCUlrwmt ntly not be eproducexl othor I~Dn In lult OllicopllNith t~priornnen applov8l of lhe lUulng labolaloryThese Otull~ pertlllrl ooly 10 111t) tuted u sampled by the c litll Iml olherwu lOOIClIllKJrtOUIamplerod OffiCe Ebullbullovllml~ Abu Chab PO Bolt Q101 Abu Dhabi United Arab Emirato Conwnrclol Lcence No 100173~The conlelll of thIS report 8111governed by OUt slllndird lernlS and tOndtlons
l~ _ bull
