NP - Bautech International

Engineer
c.::ient
fNGINl!l!RING
":'b~
Project MaMger
CONSULTANTS GROUP
~~~~';"\f.
.~.
Contractor
P ATEPROPERTY NAG
Project:
ADISC RESIDENTIAL
LEISURE & COMMERCIAL
COMPOUND
DOCUMENT TRANSMITTAL
From:
Fibrex
Reference:
~c_t:
__
To:
ECG
Date:
26th October 2010
RLCC/GN/DTR/GN/0865
C_O_u_p_le_r_1':_es_t_R_e_p_o_rt_s
~~~~~~_-_-~~_-~~_-~~~~~~~~~~_-_
Description of document transmitted:
Please find attached the test reports for the two types of coupler·
threaded and pressed· following
testing by the 3rd party
laboratory.
For your information.
Contractor's
Project Diret;t&:
(
26·0ct·l0 ----
Date:
space reserved for stamp
Engineer's Comments:
-'
cempLM1t« cdtlj<c4
S~aA.t4t.
Engineer:5~
Date:
;r I,t{ \
0
~pace reserved for stamp
Approval shall not relieve the Contractor of his liabilities under the Contract nor constitute authorization
Documents.
Form-IMCC·OO6
of any change to the Contract
TEST REPORT
FIBREX CO. W.L.L.
TENSILE TEST ON STEEL COUPLERS
BS 8110 : PART 1 : 1997 SEC: 3 CL :3.12.8.16.2, a & b
R cpo rtd a t e
Report number
Proiect number
Proiect client
Project name
:
:
:
Project location
Consultant
Contractor
Client ref.lrequest no.
:
:
:
AIO-144995-1
PPM-002
PPM
: ADISC-RLCC
:
Sample description as :
identified by client
Abu Dhabi
ECG
Fibrex Co. W.L.L.
Noteiven
CBT Pressed Coupler
Source
Supplier
Sample location
Sampled by
Samplinf,! date
Samplinf,! method
Sample delivered by
Grade ofrebar
Nominal size
Date/time received
Date tested
Tested bylLocation
:
:
:
:
:
:
:
:
:
:
:
:
.. 241010
.
Bautech International
Bautech International
Site
Contractor
21.10.10
Random
AHSL Representative
460 B
32 mm0
23.10.10/0825 Hrs.
24.10.10
AlA &VR/AUH
Results
Load at failure, kN
504.60
Uemarks:
Mode of failure
627
Steel bar b.'oken
0.05
Strength calculated on the basis of area calculated on diameter of the coupled bar. The
Peak load exceed the requirement for the tensile strength of coupled bar size 32 mm (}
(529 N/mm2 is the tensile strength of the coupled bar for grade 460, hot rolled steel and
506 N/mm2 is the tensile strength of the coupled bar grade 460 cold work steel).
Test method variation:
None.
AHSL certifies that the above test was carried out in accordance with B 8110: Part 1 : 1997
This report relates only to tbe sample tested and shall only be reproduced in full and with the written
AHS Laboratories.
K. Gangad
ran Nair
Head of Physical/Mechanical
Department
For AI Hoty Stanger Laboratories
Isk
,
I
r-
' __
~F!Bf~EXv
r)Nn~,.~CTlN(-1
r>.O.3o.·
ABU DHABI, U.A.E., P.O. BOX 31039 TEL: (02) 5542234. FAX: (02) 5547015
DUBAl. U.A.E .• P.O. BOX 16756 TEL.: (04)3472201
FAX: (04) 3472727
JEBEL ALI. U.A.E., P.O BOX 16756 TEL.: (04) 8818461
KALBA, SHARJAH.
U.A.E., P.O. BOX 145133. TEL.
FAX:
(09) 2779543.
E-mail: t1lhory<tlamlrates.net.86
(04) 8818461
FAX . (09) 2779545
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TEST REPORT
BAUTECH INTERNATIONAL
LLC.
TENSILE TEST OF STEEL REINFORCEMENT BARS WITH COUPLER
BS EN 8110: -Part 1 : 1997
- ~.
Re ort number
Pro' ect number
Pro' ect name
Location
Consultant
Client ref.lre uest no. :
Sample description as :
identified b the client
Local su lier
Nominal size
Date of certificate
Re ort date:
China
Site stock
Client
Not iven
Random
Client
DI0-119801-1
Not iven
Quality Assurance
Dubai
Not iven
Not iven
Coupler / welded
26.12.10/1220
26.12.10
Bautech Int'l LLC.
26.12.10
Hrs.
32mm0
Not given
ABSIDXB
Not given
BS EN 10002-1 : 2001
Test results
Specimen Ref. No.
Peak failure load
Tensile stress (Based on the nominal
diameter of rebar)
Mode of failure
Remarks : None
Test Method Variation:
DI0-119801 - 1
497.90
kN
618.8
MPa
Failure of rebar
None
eD~~·
tJOSePh Mithew
Head of PhysicallMechanical Dept.
This report relates only to the sample tested and shall only be reproduced in full and with the written approval of AHS Laboratories.
p'age 1 of 1
1m"
ABU DHABI, UAE.,
._-_
DUBAI,
U.A.E.,
-
P.O. BOX 31039 TEL.: (02) 5542234,
16756
-P.O.
--BOX
----
TEL.: (04) 3472201
FAX:
FAX:
(02) 5547015
(04) 3472727
ISO 9001
18/12/2010
07:53
PAGE
AMANA
025581538
For Engineering Studies
!",li6lJIU-....wljJlJ
rj
REPORT ON TENSILE STRENGTH OF MECHANICALLY
Owner
ADNOC
Contractor
Amana Contracting
Consultant
Project
Project
Report
Steel Buildings Co. W.LL.
COUPJ.,ED REBARS
HMR10035035
No.
Date Reported
16/10/2010
Engineering ConsuJt[\]1t~Group
Request
HMQI0023354
No.
N,P,
S.lImpleNo.
HMS10023354/1-2
NaOle
Construction of Malc a.ndFemale High Schools
Al Nakhl, Abu Dh<lbi
Client's Ref.
Requcst dated 12/1Oil 0
&
at SHS
No.
Sample Descr.
32mm dia Steel Bar with Pressed Coupler (S# 1) &
Threaded Coupler (S#2)
Sl.\mpling Date
11/10/2010
Steel Grade
Grade 460B
Sampling
N.P.
Origin
N.P.
Sampling Cert.
Source / Manufacturer
Bautcch International
Sampled
Sampl. Location
Factory Sampling
Sample Size
Test Method(s)
.us EN
Sample Brt. in by ContractOlJs Rep,
Specification
Method
10002·1 : t 990
as 8110: Part 1:1997
Code
Varhltion
02/02
-
M-d
By
N,?
Consult1Ul.t'sRep.
2 pcs .
Date Received
12/10/2010
Date Tested
J211012010
Tested By
Hitesh
The tested specimcn(s) satisfied the specification code stated by the client. The test were witnessed by the
Consultwlt's [\]1dContractor's Reprcscnw,ti:vc.
Rem;lrl<s
N.P. indtcatl'!S InformatIon
nol provIded by the Client
Nom. Si7,.C
(mm)
Slllnplc NQ.
(KN)
32
1
Tensn~ Strel1jl:th
LOlld at Failure
Reml\rks
(N/mml
494
32
2
.'
Tensile Load
485
614
Steel break @
65l1Jm away
from pre::;sed
Coupler
603
Steel hrenl<@
135mm away
from Thrc.aded
Coupler
BS 8l1. 0 : l"tlrt 1 : 1997, C1. 3.12.8,16,2 Requiremcnt5 :
The tensile 9lr~ngth of the coupled bar should exceed 483 N/mm2 for gr<lde 460 A and 497 N/mm2 for grade 460 B.
!
/
/)
,/
W\-I'-oo
INO 10.1182
Eng. Yousef Al Marci
ACES Abu DhabI. & Al Au
I Manager)
Pg. l/1
'I'YVI' : u-Su., ""\-,-00'
TVVt
,.,jt,t..., .('.t.i .~~,.,.i
,0'
\1' , "".t,)'"
P,O. Box 5012, Abu Dhabi, UAE.. Tel.: 971·2-5502774. Fax: 971·2·5502773
E-mail:[email protected]
Webslts;www.aces-int.com
Dubai Tel. 971 42582075
AI Aln Tel 971 3 7211533
Doha Tel. 9744870141
~ATRIX
Geotechnical Services
&
LABORATORY
Jg'
Material Testing
~L.iu~1
tf)
>
",
,)I~I ~9
.i..-.J~I .::..L.....ul)-u
REPORT ON MECHANICAL TESTING OF STEEL BARS
East & West International
Clitnt
Report
Group
No.
XRArr09·00
10
N.P.
D.1It Rtporttd
8/3/2009
Consultant
Bainona Consulting Engineering
Salftpl~ No.
XRArr09-0010
Contractor
AI Habtoor Engineering
RupestNo.
XRArr09·0010
Projtct
Hotel Residential
ProjHt
managtr
NamdNo.
and Commercial
Cwstomn's
Complex /278 HEE
Sample Descr.
Pressed Steel Bars with Coupler
Sttd
Specification
N.P.
Sa.pling
L.L.C
Rd.
N.P.
Grade
460B
N.P.
enl.
Sample
dillmeter(mm)
32 & 40
Sampl~
Brl. in by
Client
Local Supplier
Boulech International
Test Mtthod(s)
BS 4449:Annex
Origin of St~e1
U.A.E
DakReceind
8/3/2009
Markings
U.A.E
D.kTestcd
8/3/2009
E 1.4 AMD. 12032:2001.BS
EN10002·2001
PI
...
:
..
"
..
I
..
. Stress.Ratio
,
~~~
.. .
~.
'
'Elongation
',,"
.- (~mtReY'
32
804.2
. Fracture
(%)
7.21
470.00
1.22
18.20
32
804.2
7.18
489.00
123
2500
40
40'
1256.6
1256.6
11.59
11.62
488.00
495.00
123
20.50
2650
1.19
...•..
~~'.
~mer
Eng. Ivy Ma ntiJl
Material Engineer
Material Engineer
IJ.=;
@
Forml'r-Olb
/ss.6/Rev. JlSep06
MECHA1~ICAL TESTS ON STEEL REINFORCEMENT
(TENSILE TEST)
Mv'T"8Cft
J3A\JTECH
CLIENT
CONTRACTOR
INIl2RN4-L
PROJECT NAME
SA.'lPLE NO.
7QSTINet
REPORT NO.
CLIENT REF.
NP
SOURCE OF COUPLER
:22
SA.'\U'LE J>ESc.
TEST SPECIFICA nON
MlitBeJ/3/5)
4S~og!3/Jf)
REQUEST NO.
BS 8110: Part I : 1997
TEST MrIlIOD
BAR WITH COUPLER
DATE RECEIVED
tv1 m. rP ~Qi;LBA~
;VlrH
rJltfh~
Jr-0!i
~-!
DATE TESTED
°c
02tj
A.'fB. TE.\IP.
BS 8110: Part 1: 1997
, 1-lc)-O(S
TEST RESULTS
\.
I
Specimen No.
.;::-
NP'
Client Sample No.
-.
Bar Diameter
(mm)
Length of Coupler
(mm)
Diameter of Coupler
(mm)
S/;J,~
Tensile Strength
(N/mm2)
....,1_
~
"ol,
~
r/..
lllil~
~I
6~1
~co
Coupler Broken
D
Remarks :
sed:
UTM
VWI/l 0
Ruler
v3/L/
VemicrCaliper
Y2l .2:::./ ,b/'fJ
D
Thcnnomcler
SlOp WalCh
~
'"
~
~
~:::>
co
t:1>
45 ~ is --
Test Method Var : NAt--
Equipment
""'=
•.•. •...
Mode of Failure:
Bar Broken
fd
Cl>
Note: The tensile strength is calculated using the nominal cross sectional area of the steel bar.
D
/
-:f, ~Ql~
..
Bar slipped
I
--(
'.t1" <l.
,,x
Tensile Load
!~
"'
~
Js4-'~
~J;.
(kN)
.....
·r
Nom. Cross-sect' 1 Area (NCSA) (mm2)
I .~
~L
.~
92
216
I
~
J.JP
Coupler ill No.
I
":~
Tested By
Checked By:
~I
It
I
--------
us
.
TEST REPORT
CLIENT
AL HABTOOR ENGINEERING
~_._'!i!I!._.~.• _!'•..-I!~~!.ii.!I!!!!_.!lli!
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_!iii!lilllli:l;!l•..~_!Z;.p;;l:~:;;;
.. !IIl!._;;l__~. ;;.. -llill.
TENSILE TEST ON STEEL COUPLERS
BS 8110: PART 1 : 1997 SEC: 3 CL :3.12.8.16.2
Re Ol't date
Re ort number
Sam Ie number
Pro' ect Client
AR 466659
AS 285688
Al Hamid Grou
Project
AI Bustan Complex mixed use
Development, Plot-C], Sector E35
name
Canadian
Pro' eet Mana er
Pro' ect location
Consultant
Client reUre uest no, :
P"oject manager
Source
Sam Ie location
Sam led by
Sam lin date/time
Sam lin method
Sam Ie delivered b
(CPM)
Abu Dhabi
The COX Grou
HEE/P279/DMIR
OlS/Rev(O)
CBT Pressed
Coupler._.
.
~~!r.!P.!~._~~~.C_I:!P.!~~_I!
l!s :
_ .. ..._ .. -._-identified b client
Bautech International, LLC
Local su lier
32mm 0
Nominal size
Not iven
Date of mill Certificate:
7
Date/time received
11.08.08/1545
Date tested
13.08,08
Hrs
.
-
AlA fAA
Not iven
Not iven
None
I
Specimen
: 14.08.08
Bautecb International
Not
Not
Not
Not
Client Re
Ie
Details
Outer Diameter ofCouplel'(mm)
:
Length of the Couplet·
(0101) :
52.21
192.19
Results:
Pat'ameters
Specimen # 1
Specimen # 2
488.6
488.6
Steel bar broken
Steel bar bt'oken
Load at failure, kN
Mode of failure
Tensile strength
of Rebar
(Nfmm2)
608
608
Remarks
: Strength calculated on the basis of area calculated on diameter of the rebar.
Test method variation
: None.
AHSL certifies that the above test was carried out in accordance with BS 8110 : Pal1 ) : 1997
This report relates only to the sample tested and shall only be reproduced in full and with the written approval of AHS
Laboratori
~~'-.~,
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of;
P.A. Hussain
Supervisor
Physical! Mechanical Section
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i\fu
ammed Mansool'
Laboratory Manager
For Al Hoty Stanger Laboratories
~
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~~i,,..,
P.O. BOX 31039, ABU DHABI, U. A. E, TEL. : (02) 5542234,
E-mail: [email protected]
d"~: ,-:,,~
FAX: (02) 5547015
- .CERTIFIED
-;
\
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A}-FC;
\.
Arab Center
~J--Ull j...SjDJl
For Engineering Studies
~~~JllI
REPORT ON TENSILE STRENGTH OF BAR WITH COUPLER
POrN! 1/1
Client
N.S.C.C
Contractor
BAUTECH INTERNATIONAL
Consultant
Project
Report
.
No.
ARM08020860
Date Reported
09/08/08
NO SPECIFIC CONSULTANT
Sample
ASM08008273
No.
N.P
Request
Pl'oject
Name
NO SPECIFIC PROJECT
Client
Sample
Desc.
32 MM DIA. STEEL WITH PRESSED COUPLER
Sampled
N.!'
Sampling
Date
02/08/08
N.!'
Sampling
Cert.
N.P.
IPe. x 1m
Sampling
Method
N.P.
Cel't. of ManufactUl'er
N.l'
Charge
No.
N.P.
Date of Certificate
N.l'.
Batch Mass
N.l'.
Local Supplier
BAUTECH
Marking
N.P
Grade
of Steel
460B
Specification
BS 8110: 97
Sample
Prep,
Contractor's Rep
Unit Sampled
Origin
From
of Steel
Sample
Size
Test Method
Test Method
Var.
Specimen
Tensile
Referenct'
N.!'
Contract OJ 's Rep
By
Sample
BS8110:PI
:97
Date Received
02/08/08
Nil
Date Tested
06/08/08
.
Tested
Harold
ID
Brt. In By
By
N.P
No.
SPECIFICATION:
BS 81 10: Part -1 -97 Sec.3,12.8,
ASM 0800827 3/J
16.2
32
Length
214.0
-
56.0
-
618
497 min.
Bar Was Broken
-
Diameter
Str. (N/mm
2)
Mode of Failure
Notes:
AQM08008273
:97
Bar Dia (mm)
Coupler
(mm)
No.
BS8IJO:l'I
Remar\(s
Coupler
No.
The test results represent
the submitted
sample only
Eng.Harees
Laborotary
",
A ra b.(.;~l1ter~-I
fill f.Il,9ll1eeJlngSlUQlMvitis..
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Supervisor
l?l?J-I1l1 j...5jAJl
ecl::l:: 1/" fl" ~..ol.:4f.1P-Il
Abu Dhabi Tel. 971 2 5584840
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ForEngineeringStudies ~:Li.&.I
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REPORT ON TENSILE STRENGTH OF BAR WITH COUPLER
Pili
uge
Client
13AUTr,<:I1INTERNATIONAL
RepOl't No.
ARM08028711
Contractor
13AUTECII INTERNATIONAL
Date Reported
09/11/08
Consnltant
NO SPECIFIC CONSULTANT
Sample No.
ASM080 11387
PI'oject No.
N.I'
Request No.
AQM08011387
Project Name
Intcrnal Tt:sting
Client Reference
N.I'
Sample Desc.
32 MM DIA STEEL WITH PRESSED COUPLER
Sampled By
Contractor's Rt:p
Unit Samilled F!'Om
N.\'
Sampling Date
04/11/08
Origin of Steel
NY
Sampling Cert.
N.r.
Sample Size
2 PCS.x
Sampling Method
N.P.
Cert. of MllDufacturcr
NY
Charge No.
N.P.
DIlte of Cel"tificate
N.I'.
Batch Mass
N.I'.
Local SUllplicr
I3AUTECH INTL
MllI'king
N.!'
Grade of Steel
46013
Specification
BS 8110: 97
Sample Prep.
BS 81 10 : PI: 97
Sample Brt. In By
Contractor's Rep
Test Method
BS 81 10 : \'1 : 97
Date Received
04/11/08
Nil
Date Tested
05/11/08
.
Tested By
Harold
Test Method
VIII'.
Remal'ks
IIll
Coupler ID
N.P
SPECIFICATION:
BS 8110: Part -I -97 Sec.3.12,8, 16.2
Specimen No.
ASMOROI1387/1
ASM080 113872
Bar Dia (mm)
32
32
Length
207.7
207.3
-
Diameter
56.5
56.4
-
(N/mm2)
594
586
497 min.
Bar Slippt:d
Bar Slipped
-
Coupler
(mm)
Tensile Str.
Mode of Failure
Notes: The test results represent the submilted sample only
<\4;:;0
Eng.Harees Sulainl!ln
Laborotary Supervisor
r--------.~,,
__
Arab Cent~r
-".
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