Concrete Cube Durability Test Report Submittal

- --- - - - " -.

R The Client: I The Consultant: I The Main Contractor:

SCIENCE

THE sc7fooj?, or RESEARCH

I Proiect: PROPOSED G+2 PRIVATE SCHOOL CAMPUS @ AL WARQA IV 11

-+.Y*--- sw -

Submittal Title: Road Base & Concrete cube Test Report A, b 1; tY +es+ - C_r_

AC ARIF CONTRACTING C0.L.L.C POm BOX NO. (170 TBL. (Y1SWWSS5 DUeu. Un.E P U . OU3-9666

e . 4 , ; .Mrte,ujr"...",."

I I - '1

8 I , - -

Date: 1 / - .~7/~10~(Rg13 1 Main Contractor Signature: .

3 I

ACC/480/rR-01 o Test Report Submittal

- .

Bel-yoahah Received: I s Date: c:, - 'A;

Maim Contractor Statement: We certify that the submittal herewith has been reviewed in details and in compliance with the contrkt drawings and -

specifications except as otherwise stated here above.

Bel-yoahah Consultant Comments I I

Ref. No: Rev. NO.

APP - Approved

AAN - Approved As Noted

ANR - Approved as Noted, Resubmit

NA - Not Approved, Resubmit

Bel-yoahah RE Signature:

Corrections or comments made relative to submittals during ttris review do not relieve the contractor from compliance with the contract requirements and specifications. This check is only for review of general conformance with the dcjign concept of the projects.

Date:

A1 Arifcontracting Received: Date

REPORT ON COMPRESSIVE STRENGTH OF CONCRETE CUBES

CUSTOMER : DZla NATIONAL READYMM CONCRETE CO., DUBAI Contractor : MIS. AL - ARIF CONTRACTING CO. LLC. Consultant : MIS. BELYOAHAH ARCHITECTUFWL & ENGG. Project Name : PRIVATE SCHOOL (hMPUS (-2) Location : AL WARQA - DUBAI Plot No. : N.G

Sample Description : CONCRETE CUBE Source of Sample : NATIONAL READY MIX Place of Sampling :NRCLABDXB Class of Concrete : C4WrO - (44OkgIm3 OPC+GGBS+MS) S.C.C Date & T i e of making Cubes : 13/05/20 13 1 N.G

-&son Making Cubes : LAB TECHNICXAN Site CuringlStorage Condition : N.G Unit Sampled from : N.G Sample brought in by :LAB Sample received by : NM Date & Time of receiving the sample : 15/05/2013 1 10:OO Lab CuringlStorage Condition : BS 1881 : Part 1 1 1 : 83 - Amd. 6102-89 Moisture Condition at Test : MOIST Removal of Fins : NO FINS Volume Determination : BY CALCULATION

Nominal Size (mm) : 150xl50x150 Method of Compaction : MANUAL Size of Sample (ml) : 0.0135 Sampling Method : N.G Sampling Cert.Ref. : N.G Sampled By : LAB TECHNICIAN Date & Time of : 13/05/2013 1 N.G Sampling

No. of Specimens Date of Cast Date of Test

Actual Test Age : 7 Dayls Requested Test Age : 7 Dayls

Tested By - :RF' Verified By : NM

Test Methods : BS 1881 : Part 114 : 1983 : Amd. 6098(89) & Amd. 6721(91) and BS 1881 : Part 116 : 1983 : Am& 6097(89) Br Amd. 6720(91) Test Method Variation : Nil Remarks : Certificate of sampling, specimen preparation & site cwing condition art not available

Notes: a This repon shall only be reproduced in full . Approval ofthe tan laboratory is required for partial nproduction.

The Iw result relaa only to h e sample lwed.

I FRM# C05, Issue# 1. Rev.4. Issue Date 05/06/10 1 P. 0. Box : 9 0631 - DUBAl - U.A.E., Tel.: 2858223 1 2857738 - Far : 2858899. E, mail : islootah Osn~irate~.net.~?i-

~ationaC!Qeadymi~ Concrete CO.

CUSTOMER : M/a NATIONAL READYMIX CONCRETE CO, DUBAI Contractor : MIS. AL - ARIF CONTRACTING CO. LLC. Consultant : MIS. BELYOAHAH ARCHITECTURAL & ENGG. Project Name : PRIVATE SCHOOL CAMPUS @2) Location : AL WARQA - DUBAI Plot No. : N.G

Sample Description : CONCRETE CUBE Source of Sample : NATIONAL READY MlX Place of Sampling : NRC LAB DXB

Class of Concrete : C4Sl20 - (440k&3 OPC+GGBS+MS) S.CX Date & Time of making Cubes : 13/05/2013 1 N.G

u ' e r s o n Making Cubes : LAB TECHNICIAN Site CuringlStorage Condition : N.G Unit Sampled h m : N.G Sample brought in by : LAB Sample received by :NM Date & Time of receiving the sample : 15/05/2013 1 1O:OO

Lab Cu~glStorage Condition : BS 1881 : Part 11 1 : 83 - Amd. 6102-89 Moisture Condition at Test : MOIST Removal of Fins :NOPINS Volume Determination : BY CALCULATION

Nominal Size (mm) : 150x150~150 Method of Compaction : MANUAL Size of Sample (m3) : 0.0 135 Sampling Method : N.G. Sampling Cert.Ref. : N.G Sampled By : LAB TECHNICIAN Date & Time of : 13/05/2013 / N.G Sampling



Tested By Verified By

Test Methods : BS 1881 : Part 114 : 1983 : Amd. 6098(89) & Amd. 6721(91) and BS 1881 : Part 116 : 1983 : Am& 6097(89) & Amd. 6720(91) Test Method Variation : Nil Remarks : Certificate of sampling. specimen preparation & site curing condition are not available

This report shall only be qroduccd in full . Approval of t h e t a laboratory is rquired for panial reprodunion. The lest result relates onty to thc sample tested.

I FRM# C05, Issue# 1, Rev.4, Issue Date 05/06/10 1 1-1

A&utiona(~eadymir Concrete CO. Page 1 of 1

REPORT ON WATER ABSORPTION TEST OF CONCRETE CUSTOMER : MIS. NATIONAL READYMIX CONCRETE CO., DUBAI Contractor : Ms. AL - ARIF CONTRACTING CO. LLC. Consultant : MJS. BEL-YOAHAH ARCHITECTURAL & ENGG. Project Name : PRIVATE SCHOOL CAMPUS (Ot.2) Location : AL WARQA - DUBAI Plot No. : N.G

Sample Description : CONCRETE CUBE Source of Sample : NATIONAL READY h4JX Structural Location : N.G Receiving Date I Time : 15/05/2013 1 1O:OO Sampling Date /Time : 13/05/2013 / N.G >ate Drilled : 08/06l2013

%de of Concrete : C45RO - OPC+GGBS+MS (SCC) . Site Curing & Storage Condition : NG Lab Curing & Storage Condition : BS 1881 : Part 111 : 1983 - Amd. 6102 : 89 Sampling Certificate No. : N.G

Date of cast : 13/05/2013 Date immersed in water : 12/06/2013

Age at Testing : 30 Days Volume & Density : By Calculation

Size of Sample : 2 Cubes Sampled by : LAB TECHNICIAN

Sample brought in by : LAB Sampling Method : BS 1881 : Part I01 : 1983

Specimen Reparation : BS 1881 : Part 122 : 1983 Amd. 6108 (89) Test Method : BS 1881 : Part 122 : 1983 Amd. 6108 (89)

Test Method Variation : Only two specimens are tested. Remarks : NONE Tested By : RP Verified By : NM

Notes: b This repon shall only be reproduced in full Approval of the test laboratory is required for panial repmduuion.

The test rcrult relates only to the sample tested

06

N.G

Normal

' Nil

76

73

734

2310

1.226

1 2

[FRM# ~ 1 7 . Issue# 1, Rev.5, Issue Date 05/06/10 1

05

N.G

Normal

Nil

76

73

732

2300

1.366

1.3

Specimen No. AC 13-00642 I

Sender's Ref. No.

Condition of specimen when received Details of reinforcement (if any)

ij. Q- Box : 10631 - DUBAI - U.A.E., Tei.: 2858223 1 2857738 - Fax : 2858899, E-?nail : [email protected]

Average Dimensions Length (=I

Diameter (mm) Oven dried mass, gms.

Oven dried density, kg/m3

Measured Water Absorption (%) Corrected Water Absorption (%)

n@tiow(Keadyrnix Concrete CO. 'Page 1 of 1

REPORT ON RAPID CHLORIDE PERMEABILITY OF CONCRETE CUSTOMER : M/a NATIONAL READYMJX CONCRETE CO., DUBAI Contractor : MIS. AL - ARIF CONTRACTING CO. LLC. Consultant : MJS. BEL-YOAHAH ARCHITECTURAL & ENGG. Project Name : PRIVATE SCHOOL CAMPUS (W2) Location : AL WARQA - DUBAI Plot No. : N.G

Sample Description Structural Location Concrete Grade Water-Cement Ratio Place of Sampling Source of Sample

- Site Curing & Storage Condition Lab Curing & Storage Condition

: CONCRETE CUBE : PLANT TRIAL MIX : C45/20 - (440kglm3 OPC+GGBS+MS) S.C.C : N.G : NRC LAB D)(B : NATIONAL READY MIX : N.G : BS 1881 : Part 111 : 1983 -Amd. 6102 : 89

Sampling Date / Time : 13/05/2013 / N.G Receiving Date / Time : 15/05/2013 / 10:OO

Age at Test : 30 Days Sampling Method : BS 1881 : Part 101 : 1983

Sampled by : LAB TECHNICIAN Sampting Certificate No. : N.G

Sample brought in by : LAB Size of Sample : 2 Cubes

Test Method : ASTM C 1202-07 Test Method Variation : Nil Remarks : NONE Tested by : RP Verified by : NM

Notcr: This repon shall only be reproduced in hll . Approval of the test laboratory is required for panial reproduction The test result relates only lo the sample tested

08

N.G Concrete Core :

Dia.: 100 mm; Thickness : 51 mm

Top of the Core

Nil

Specimen No. AC13-00642 I

Sender's Ref. No.

Specimen Description

Location of Specimen within the core

Presence & thickness of surface treatment

[FRM# C19, Issue# 1, Rev.4, Issue Date 05/06/10 1

07

N.G Concrete Core :

Dia.: 100 mm; Thickness : 52 mm

Top of the Core

Nil

Presence & thickness of overlay

Presence & location of reinforcement

Unusual specimen preparation

Orientation of surface under test

Total charge passed during the test period through 95 mm Specimen (Coulombs) Qualitative chloride ion penebabil~ty equivalent to the calculated charge passed (Table 1 : ASTM C 1202-07)

c Coating thickness less than 1 mm 4

Nil

Nil

Nil

Nil

+ Top of the specimen facing towards NaCI -r

1007

Low

959

Very Low

Nutional~eadqmix Concrete CO. ,_,,, II REPORT ON DEPTH OF PENETRATION OF WATER UNDER PRESSURE I1 Customer : MIS. NATIONAL READYME CONCRETE CO., DUBAI Contractor : M/S. AL ARIF CONTRACTJNG CO., Consultant : WS. BEL-YOAHAH ARCHITECTURAL & ENGG. Project Name: G+2 PRIVATE SCHOOL CAMPUS Location : AJ+ WARQAA Plot No. : N.G

Sample Description

Source of Sample

Structural Location W'

Water-Cement Ratio

Grade of Concrete

Place of Sampling

Sampling Method

Sampled by

Sampling Certificate No. Lab Curing & Storage Condition Sample Preparation

: CONCRETE CUBE

: N.G

: N.G

: N.G

: C45120 - (OPC+GGBS+MS) S.C.C

: NRC LAB DXB

: N.G

: LAB TECH.

: N.G

: BS 1881 : Part 11 1 : 1983 - Amd. 6102 : 89 : BS EN- 12390-8 : 2000

Report No. Request No. Sample No.

Date of start of test Report Date

Sampling Date I Time : N.G

ACR13-01749C ACQ13-0642 AC1500642 10-06-2013 14-06-2013

Receiving Date 1 Time : 15-05-13 & N.G

Date of Cast : 13-05-2013 Direction of application of water pressure

with respect to the casting direction : Normal Age of Concrete at start of test : 28

Sample brought in by : LAB TECH.

Size of Sample : 0.0405 Specimen condition

when received : NORMAL

Sample Dimension (mm) : 150mm

Specimen No. Sender's Ref. No. Density

Site Curing & Storage N.G Condition :

Density condition prior to Testing : SATURATED

Maximum Depth of Penetration of Water

Test Method : BS EN-12390-8 : 2000

Test Method Variation : NIL Remarks : NONE Tested By : RP Verified By : NM

Nora : This report shall only be reproduced in full. Approval of the test laboratory is required for partial reproduction. The test result relates only to the sample tested.

I FRMY C21, Issue# I. Rev.5. Issue Date 05106110 . I

I). 0. BOX : 10631 *. DUBAI - U.A.E., T'l.: 2858223 / 2857738 - Fax : 2858899, E-mail : islootah 0 emi:si r o ;.!a: :.c

CUSTOMER : M/a NATIONAL RlEADYMM CONCRETE CO.. DUBAI Contractor : MIS. AL - ARE CONlTbCTING CO. LLC. Consultant : M/S. BEL-YOAHAH ARCHITECTURAL & ENGG. Proiect Name : PRIVATE SCHOOL CAMPUS (Ct.2) Location : AL WARQA - DUBAI Plot No. : N.G

Sample Description

Source of Sample

Structural Location

: CONCRETE CUBE

: NATIONAL READY MIX

Mix Grade : C45/20 - OPC+GGBS+MS (SCC) w

Description of Surface of Concrete : Flat & Smooth

Specimen Surface under Test : Moulded face

Orientation of the Test Surface : Horizontal

Method of Sealing the Cap : Rubber Seal with Grease

Conditioning prior to Test : Water Cured & Air Dried

Site Curing & Storage Condition : N.G. Size of Sample : 2 Cubes

Sampling Date / Time : 13/05/2013 I N.G

Receiving Date / Time : 15/05/2013 1 10:OO

Date & Time of Test : 14/06/2013 / 0:00

Casting Date /Time : 13/05/2013 1 N.G

Age of Sample : 32 Days

Sampling Method : N.G.

Sampled by : LAB TECHNICIAN

Sampling Certificate No. : N.G

Sample brought in by : LAB

LabCuringL : BS 1881 :Part 111: 1983 - Storage Condition Amd. 6102 : 89

Diameter of the cap = 89.87 mm; Area of water contact of the cap = 6346 mm2; Length of the capillary tube = 372 mm

Test Method : BS 1881 : Part 208 : 1996

Test Method Variation : Only two specimens are tested. Remarks : Concrete too impermeable to be sensitive to a longer term test. Tested By : EJ

Verified By : NM

Specimen No. AC13-00642 /

Sender's Ref. No.

Temp. of the Concrete Surface (OC)

Initial Surface Absorption, mV(mZ.s)

Initial Surface Absorption, Corrected to equivalent 20C mY(mz.s)

NaP: This report shall only be reproduced in full Approval ofthe lest laboratory is required for parrial reproduction The test result relales only to thesample tested

FRMY C23. Isb~eX 1. Rev.7, Issue Date 0110111 1 1

11

N.G

24OC

P 0. Box : 10631 - DUBAl - U.A.E., Tel.: 2858223 ! 28577.3 - Fax : 2859899, f -!nail : isloolab02.mirates ngl-ge

After 10 minutes

0.02

0.02

After 30 minutes

After 60 minutes

age 1 of 1

~utionaL~eadymi;\: Concrete CO. REPORT ON COMPRESSNE STRENGTH OF CONCRETE CUBES

CUSTOMER : Ma. NATIONAL READYMIX CONCRETE CO., DUBAI Contractor : Ms. AL - ARIF CONTRACTING CO. LLC. Consultant : MIS. BELYOAHAH ARCHITECTURAL & ENGG. Project Name : PRWATg SCHOOL CAMPUS (W2) Location : AL WARQA - DUBAI Plot No. : N.G

Sample Description : CONCRETE CUBE Source of Sample : NATIONAL READY MIX Place of Sampling : NRC LAB DXB Class of Concrete : C45120 - (42Okglm3 OPC+GGBS+MS) P-3 Date &Time of making Cubes : 13/05/2013 1 N.G

i/crson Making Cubes : LAB TECHNICIAN Site Curing/Storage Condition : N.G Unit Sampled fiom : N.G Sample brought in by :LAB Sample received by : NM Date & Time of receiving the sample : 15/05/2013 / 1O:OO

Lab CuringlStorage Condition : BS 1881 : Part 11 1 : 83 - Amd. 6102-89 Moisture Condition at Test : MOIST Removal of Fins : NO FINS Volume Determination : BY CALCULATION

Nominal Size (mm) : 150x150x150 Method of Compaction : MANUAL Size of Sample (ml) : 0.0135 Sampling Method : N.G Sampling Cert.Ref. : N.G Sampled By : LAB TECHNICIAN Date & T i e of : 13/05/2013 1 20.00 Sampling




Test Methods : BS 1881 : Part 114 : 1983 : Am& 6098(89) & Amd. 6721(91) and BS 1881 : Part 116 : 1983 : Amd 6097(89) & Amd. 6720(91) T a t Method Variation : Nil Remarks : Certificate of sampling, specimen preparation & site curing condition arc not available

This repon shall only be reproduced in lbll Approval ofthe tul laboratory is required for panial reproduction The t a t & rdatu only to the sample rated

I FRMX C05. Issue# 1. Rev.4, Issue Date 05/06/10 I v]

e l o f l

--

REPORT ON COMPRESSIVE STRENGTH OF CONCRETE CUBES 1 CUSTOMER : M/a NATIONAL READYMIX CONCRETE CO., DUBAI Contractor : MIS. AL - AlUF CONTRACTING CO. LLC. Consultant : MIS. BELYOAHAH ARCHITE- & ENGG. F'roject Name : PRIVATE SCHOOL CAMPUS (W2) Location : AL WARQA - DUBAI Plot No. : N.G

Sample Description : CONCRETE CUBE Source of Sample : NATIONAL READY MIX Place of Sampling : NRC LAB DXB Class of Concrete : C4SiZO - (420- OPC+CiGBS+MS) P3 Date & Time of making Cubes : 13/05/20 13 / N.G

-mn Making Cubes : LAB TECHNICIAN Site CuringlStorage Condition : N.G Unit Sampled from Sample brought in by Sample received by Date & Time of receiving the sample : 15/05/2013 / 1O:OO Lab CuringlStorage Condition : BS 1881 : Plut 11 1 : 83 Moisture Condition at Test : MOIST Removal of Fins Volume Determination

: NO FINS : BY CALCULATION

Amd. 6102-89

Nominal Size (mm) : 150x150x150 Method of Compaction : MANUAL Size of Sample (m3) : 0.0135 Sampling Method : N.G Sampling Cert.Ref. : N.G Sampled By : LAB TECHNICIAN Date &Time of : 13/05/2013 / 20.00 Sampling

No. ofspecimens : 2 Date of Cast : 13/05/2013 Date of Test : 10/06/2013

Actual Test Age Requested Test Age


Test Methods : BS 1881 : Part 114 : 1983 : Amd 6098(89) & Amd. 6721(91) and BS 1881 : Part 116 : 1983 : Amd 6097(89) & Amd. 6720(91) Test Method Variation : Nil Remarks : Certificate of sampling, specimen preparation & site curing condition are not available

Nora: This repon shall only be reproduced in &I1 . Appmval of the test laboratory is required for partial reproduction. The test result rekta only to the sample tuted.

I FRM# C05, IssuMI I, Rev.4, Issue Date 05/06/10 ]

rage 1 of 1

REPORT ON WATER ABSORPTION TEST OF CONCRETE 1 CUSTOMER : M/r NATIONAL READYMlX CONCRETE CO., DUBAI Contractor : Mls. AL - ARIF CONTRACTING CO. LLC. Consultant : MS. BELYOAHAH ARCHITECTURAL & ENGG. Project Name : PRIVATE SCHOOL CAMPUS (W) Location : AL WARQA - DUBAI Plot No. : N.G

Sample Description : CONCRETE CUBE Source of Sample : NATIONAL READY MIX Structural Location : N.G Receiving Date / Time : 15/05/2013 / 1O:OO Sampling Date I Time : 13/05/2013 1 20.00 %te Drilled : 08/06/2013

o d e of Concrete : C45/20 - 420kglm3 OPC+GGBS+MS Site Curing & Storage Condition : NG Lab Curing & Storage Condition : BS 1881 : Part 111 : 1983 - Amd. 6102 : 89 Sampling Certificate No. : N.G

Report No. I ACR13-01751 Reauest No. I AC013-0643

Date of cast : 13/05/2013 Date immersed in water : 12/06/2013

Age at Testing : 30 Days Volume & Density : By Calculation

Size of Sample : 2 C u b Sampled by : LAB TECHMCIAN

Sample brought in by : LAB Sampling Method : BS 1881 : Part 101 : 1983

Specimen Preparation : BS 1881 : Part 122 : 1983 Amd. 6108 (89) Test Method : BS 1881 : Part 122 : 1983 Amd. 6108 (89)

Test Method Variation : Only two specimens are tested. Remarks : NONE Tested By : RP Verified By : NM

This repon rhall only be reproduced in full . Approval of the test laboratory is required for putid reproduction The test mlt data only to the sample tested


Sendells Ref. No.

Condition of specimen when received Details of reinforcement (if any) : . -

( FRM# C17, Issue# 1 , Rev.5, Issue Date 05/06/10 1 I c i

05

N.G

Normal Nil

76

73

729

2290

1.646

1.6

Average Dimensions

E7 a. Box : 10631 - BUBAl - LI.A,E,, Tel.: 2858223 / 2857738 - Fax : 2858899, E-mail : [email protected]

06

N.G

Normal

Nil

76

73

73 1

2300

1.642

1.6

Length (mm) Diameter (mm)

Oven dried mass, gms.

Oven dried density, kg/m3

Measured Water Absorption (%) Corrected Water Absorption (%)

NationalZQeadymily Concrete CO. Page 1 of 1

REPORT ON RAPID CHLORIDE PERMEABILITY OF CONCRETE I' 11

CUSTOMER : M/a NATIONAL READYMIX CONCRETE CO., DUBAI I Rewrt No. I AClU3-01751 I Contractor : Ms. AL - ARE CONTRACTING CO. LLC. Consultant : MIS. BELYOAHAH ARCHITECTURAL & ENGG. Project Name : PRIVATE SCHOOL CAMPUS (-2) Location : AL WARQA - DUBAI Plot No. : N.G

Sample Description : CONCRETE CUBE Structural Location : PLANT TRIAL MIX Concrete Grade : C45/20 - (420kgIm3 OPC+GGBS+MS) P-3 Water-Cement Ratio : N.G Place of Sampling : NRC LAB DXB Source of Sample : NATIONAL READY MIX Site Curing & Storage Condition : N.G

ii Lab Curing & Storage Condition : BS 1881 : Part 11 1 : 1983 - Amd. 6102 : 89

Testing Date 1 11/06/2013 Re~ort Date 1 15/05/20 13.

Sampling Date / Time : 13/05/2013 1 20.00 Receiving Date I Time : 15/05/2013 / 10:OO

Age at Test : 30 Days Sampling Method : BS 188 1 : Part 101 : 1983

Sampled by : LAB TECHNICIAN Sampling Certificate No. : N.G

Sample brought in by : LAB Size of Sample : 2 Cubes

Test Method : ASTM C 120247 Test Method Variation : Nil Remarks : NONE Tested by : RP Verified by : NM

08

N.G Concrete Core :

Dia: 100 mm; T6icImcss : 52 mm

Top of the Core

Nil

Specimen No. AC13-00643 /

Sender's Ref. No.

Specimen Description

Location of Specimen within the core

Presence & thickness of surface treatment

Noca: This repon W l only be reproduced in full. Appmval of the tun laboratory isrequired for parrid repmduuion. The IM rmlt 1daM only to the sunple I&

07

N.G Concrete Core :

Jh.: 100 mm; Tbickness : 52 mm

Top of the Core

Nil

I FRM# C19, Issue# 1, Rev.4, Issue Date 05/06/10 1

Presence & thickness of overlay

Presence & location of reinforcement

Unusual specimen preparation

Orientation of surface under test

Total charge passed during the test period through 95 mm Specimen (Coulombs) Qualitative chloride ion penetrability equivalent to the calculated charge passed (Table 1 : ASTM C 1202-07)

R 0. Box : 10601 - DUBAl - U.A.E., Tel.: 2858223 12857738 - Fax : 2858899, E-mail : [email protected]

+ Coating thickness less than 1 rnm -,

Nil

Nil

Nil

Nil

+ Top of the specimen facing towards NaCl +

1326

Low

1361

Low

1 ,uJ.+ *.*k .

NationnPQeadyW Concrete CO. , ,of , 1 i

REPORT ON DEPTH OF PENETRATION OF WATER UNDER PRESSURE

Customer : M/S. NATIONAL READYMM CONCRETE CO., DUBAI Contractor : MIS. AL ARIF CONTRACTING CO., Consultant : MIS. BEL-YOAHAH ARCHITECTURAL & ENGG. Project Name: G+2 PRIVATE SCHOOL CAMPUS Location : AL WARQAA Plot No. : N.G

Report No. Request No. Sample No.

Date of start of test Report Date

Sample Description

ACR13-01751C ACQ13-0643 AC13-00643 10-062013 14-06-2013

: CONCRETE CUBE Sampling Date I Tie : 20.00

Source of Sample Receiving Date I Time : 15-05-1 3 & 10.00

Structural Location u

Date of Cast : 13-05-2013

: N.G Direction of application of water pressure with respect to the casting direction : Normal

: C45120 - (420kglm3 OPC+GGBS+MS) P-3 Age of Concrete at start of test : 28

Water-Cement Ratio

Grade of Concrete

Place of Sampling : NRC LAB DXB Sample brought in by : LAB TECH.

Sampling Method Size of Sample : 0.0405 Specimen condition

when received : NORMAL Sampled by : LAB TECH.

Sampling Certificate No. Sample Dimension (mm) : 150mm Lab Curing & Storage Condition

Site Curing & Storage N.G Condition :

Sample Preparation Density condition SATURATED prior to Testing :

Test Method : BS EN-12390-8 : 2000

Test Method Variation : NIL Remarks : NONE Tested By : RP Verified By : NM

Specimen No.

09 10

No& : This repon shall only be reproduced in full. Approval of the test laboratory is required for partial reproduction. The test result relates only to the sample tested.

FRM# C21, Issue# I. Rev.5. Issue Date 05/06/10 - TC - A 29 ID

Sender's Ref. No.

N.G N.G

!? 0. Box : 10631 - DUBAI - U.A.E., Tel.: 2858223 / 2857738 - Fax : 2858899. E-mail

Density w m 3

2460 2470

Maximum Depth of Penetration of Water

(mm) 12 11

CUSTOMER : Mln NATIONAL READYMIX CONCRETE CO.. DUBAI Contractor : Ws. AL - ARIF CONTRACTING CO. LLC. Consultant : WS. BELYOAHAH ARCJ3ITECTURAL & ENGG. Proiect Name : PRIVATE SCHOOL CAMPUS G+Z) Location : AL WARQA - DUBAI Plot No. : N.G

Sample Description : CONCRETE CUBE

Source of Sample : NATIONAL READY MIX

Structural Location : N.G

Mix Grade : C45/20 - 420kglm3 OPC+GGBS+MS .L/

Description of Surface of Concrete : Flat & Smooth

Specimen Surface under Test : Moulded face

Orientation of the Test Surface : Horizontal

Method of Sealing the Cap : Rubber Seal with Grease

Conditioning prior to Test : Water Cured &Air Dried

Site Curing & Storage Condition : N.G. Size of Sample : 2 Cubes

Sampling Date 1 Time : 13/05/.2013 1 20.00

Receiving Date / Time : 15/05/20 13 1 10:OO

Date & T i e of Test : 14/06/2013 1 0:00

Casting D a t e I T i e : 13/05/2013 1 N.G

Age of Sample : 32 Days

Sampling Method : N.G

Sampled by : LAB TECHMCJAN

Sampling Certificate No. : N.G

Sample brought in by : LAB

Lab Curing & : BS 1881 : Part 11 1 : 1983 - Storage Condition Arnd. 6102 : 89

Diameter of the cap = 89.87 mm; Area ofwater contact of the cap = 6346 mm2; Length of the capillary tube = 372 mm

Test Method : BS 1881 :Part208: 1996

Test Method Variation : Only two specimens are tested.

Remarks : Concrete too impermeable to be sensitive to a longer term test. Tested By : EJ

Verified By : NM


Sender's Ref. No.

Temp. of the Concrete Surface (OC)

Initial Surface Abmorption, mU(d.s)

Initial Surface Absorption, Corrected to equivalent 2O0C mv(mZ.s)

Nds: This rcpon shall only be rrpmduced in full. Approval ofthe lest laboratory u rrquired for partill reprodudion. The 1- mlt relam only lo the sample ta~ed.

I FRWC23, Issue# I , Rev.7. Issue Date 01101111 1 61

11

N.G

24C

. .- ..

f? BOX : 10631 - DUBAI - U.A.E., Tel.: 2858223 12857738 - Fax : 2858899. E-mail : isiootahBemirates.net.an

After 10 minutes

0.04

0.04

After 30 minutes

After 60 minuter

Concrete Cube Durability Test Report Submittal.pdfUntitled.pdf

Documents

Concrete Cube Durability Test Report Submittal