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Concrete Cubes

This document provides the results of a concrete cube compression test. It includes information such as the date, client, contractor, project details, concrete mix design specifications, cube sample details, testing and curing procedures, and the individual compression test results for 27 concrete cubes sampled from a residential building project. The test was conducted to determine if the concrete mixture met the specified 40N/mm2 compressive strength requirement after 7 days of curing.

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Mohammed Abbas
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438 views7 pages

Concrete Cubes

This document provides the results of a concrete cube compression test. It includes information such as the date, client, contractor, project details, concrete mix design specifications, cube sample details, testing and curing procedures, and the individual compression test results for 27 concrete cubes sampled from a residential building project. The test was conducted to determine if the concrete mixture met the specified 40N/mm2 compressive strength requirement after 7 days of curing.

Uploaded by

Mohammed Abbas
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLS, PDF, TXT or read online on Scribd
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Form/ C/PH/21

Iss.1/Rev.0/Dec. 05

CONCRETE CUBE COMPRESSION TEST ORDER


Date Reported 06/05/2018
CLIENT Hoelscher Middle East
Please provide all information and cross at any items
CONTRACTOR A & M International Contracting not applicable or input NP(Not Provided)
CONSULTANT Ibridge
TYPE OF CONCRETE C40/10
PROJECT NAME & NO. Al Raha Beach Residential Buildings / A181730
STRUCTURE REF/SPEC. STRENGTH Piles 40N/mm²

SOURCE OF MATERIAL ALAS NO. OF CUBES TESTED


PLACE SAMPLING/CASTING Check Point on Site NOMINAL SIZE (mm)
DATE OF SAMPLING 28/04/2018 TIME : METHOD OF COMPACTION
DATE OF CASTING 28/04/2018 TIME :
SAMPLING METHOD BS 1881: Part 101 : TIME : SAMPLED BY
CURING / STORAGE (SITE) BS 1881: Part 111 : 1983 CUBE PREP. BY
TEST METHOD BS 1881: Part 116 : 1983 SAMPLING CERT. NO.
CERT. ATTACHED : NA MAKING CUBES : NA
CLIENT REPR. (Name/sign.) Material Eng. Abdalla Mohamed Osman
Client Cube No. 1 3 5 7 9 11 13
Date Cast 28/04/2018 28/04/2018 28/04/2018 28/04/2018 28/04/2018 28/04/2018 28/04/2018
Required Test Age 7 Days 7 Days 7 Days 7 Days 7 Days 7 Days 7 Days
Lab. Id. No. 1 2 3 4 5 6 7
Checked Nom Dim Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No
L 100 100 100 100 100 100 100

Dimensions W 100 100 100 100 100 100 100


(mm)
H 100 100 100 100 100 100 100

Mass (kg) 2.698 8.376 8.325 8.381 8.392 8.145 8.111


Density (kg/m3 ) 2698 8376 8325 8381 8392 8145 8111
Max. Ld. At F. (kN) 300 981 933 995 1018 970 1003
Fracture Type Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory
Cube condition 1, 4, 10 1, 4, 10 1, 4, 10 1, 4, 10 1, 4, 10 1, 4, 10 1, 4, 10
For MATRIX USE ONLY
DATE OF TEST 05/05/2018 AGE (DAYS) 7 Days REPORT NO.
] Good REQUEST NO.
REMOVAL OF FINS Nil SAMPLE NO.
CURING/STORAGE (LAB) BS EN 12390-3:2009 BALANCE ID. NO
MOISTURE COND. : Moist COMP.MACHINE ID. NO.
MASS & DENSITY MEAS. : As Received CALIPER ID. NO.
SAMPLE BRT. IN BY: Contractor SAMPLE RECD. BY : - DATE/TIME
METHOD VARIATION :
REMARKS
TESTED BY : Kiramat CHECKED BY :
nformation and cross at any items
ut NP(Not Provided)

5
150 x 150 x150mm
Manual

Material Supplier
Technician
RD/17033478
CURING : NA

15 17 19 1566 1567 Z-5 RS 28 Z-5 RS 29 Z-5 RS 30


28/04/2018 28/04/2018 28/04/2018 28/04/2018 28/04/2018 28/04/2018 28/04/2018 28/04/2018
7 Days 7 Days 7 Days 7 Days 7 Days 7 Days 7 Days 7 Days
8 9 10 11 12 4 5 6
Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No
100 100 100 100 100 100 100 100

100 100 100 100 100 100 100 100

100 100 100 100 100 100 100 100

8.164 8.182 8.192 8.409 8.422 8.481 8.478 8.519


8164 8182 8192 8409 8422 8481 8478 8519
978 1011 1039 1256 1287 1221 1189 1233
Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory
1, 4, 10 1, 4, 10 1, 4, 10 1, 4, 10 1, 4, 10 1, 2, 10 1, 2, 10 1, 2, 10

XRA/C18-08806 Satisfactory
REQUEST NO. XQA/C18-08806 Un Satisfactory
XSA/C18-08806
BALANCE ID. NO G/3/6
COMP.MACHINE ID. NO. G/1/1
CALIPER ID. NO. G/1/1
DATE/TIME 01/05/2018
06/01/2018

1 2 3 4
Z-5 RS 30 Z6RS 16 Z6RS 17 Z6RS 18 Z6RS 19 Z6RS 20 Z6RS 21
28/04/2018 28/04/2018 28/04/2018 28/04/2018 28/04/2018 30/12/1899 30/12/1899
7 Days 7 Days 7 Days 7 Days 7 Days 7 Days 7 Days
6 7 8 9 5 6 7
Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No
100 150 150 150 150 150

100 150 150 150 150 150

100 150 150 150 150 150

8.519 8.498 8.57 8.543 8.537 8.499 8.517


8519 8498 2539 2531 2529 2518 2524
1233 1044 1047 1043 1053 1044 1051
Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory
1, 2, 10 1, 2, 10 1, 2, 10 1, 2, 10 1, 2, 10 1, 2, 10 1, 2, 10
Z6RS 21 Z6RS 22 Z6RS 23 Z6RS 24 Z6RS 25 Z3RS 26
30/12/1899 30/12/1899 30/12/1899 30/12/1899 30/12/1899 30/12/1899
7 Days 7 Days 7 Days 7 Days 7 Days 7 Days
7 8 9 5 6 7
Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No
150 150 150 150 150

150 150 150 150 150

150 150 150 150 150

8.517 8.546 8.519 8.483 8.558 8.511


2524 2532 2524 2513 2536 2522
1051 1064 1056 1041 1069 1049
Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory
1, 2, 10 1, 2, 10 1, 2, 10 1, 2, 10 1, 2, 10 1, 2, 10
Z3RS 26 Z3RS 27 Z3RS 28 Z3RS 29 Z3RS 30 SFS 1
30/12/1899 30/12/1899 30/12/1899 30/12/1899 30/12/1899 30/12/1899
7 Days 7 Days 7 Days 7 Days 7 Days 7 Days
7 8 9 9 9 9
Yes/No Yes/No Yes/No Yes/No Yes/No Yes/No
150 150 150 150 150

150 150 150 150 150

150 150 150 150 150

8.511 8.496 8.418 8.513 8.543 8.802


2522 2517 2494 2522 2531 2608
1049 1037 1032 1043 1036 1104
Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory Satisfactory
1, 2, 10 1, 2, 10 1, 2, 10 1, 2, 10 1, 2, 10 1, 4, 10
SFS 1 SFS 1 SFS 1 SFS 1
30/12/1899 30/12/1899 30/12/1899 30/12/1899
7 Days 7 Days 7 Days 7 Days
9 9 9 9
Yes/No Yes/No Yes/No Yes/No
150 150 150

150 150 150

150 150 150

8.802 8.565 8.701 8.485


2608 2538 2578 2514
1104 1126 1089 990
Satisfactory Satisfactory Satisfactory Satisfactory
1, 4, 10 1, 4, 10 1, 4, 10 1, 4, 10
COMPRESSIVE STRENGTH OF CONCRETE CUBES

CLIENT : Hoelscher Middle East REPORT NO. : XRA/C18-08806

CONTRACTOR : A & M International Contracting DATE REPORTED : 06/05/2018

CONSULTANT : Ibridge REQUEST NO. : XQA/C18-08806

PROJECT NAME & NO. : Al Raha Beach Residential Buildings / A181730 SAMPLE NO. : XSA/C18-08806

STRUCTURAL ELEMENT : Piles SAMPLE RECEIVED : 01/05/2018

TYPE OF CONCRETE : C40/10 NUMBER OF CUBES :5

SOURCE OF CONCRETE : ALAS NOMINAL SIZE : 150 x 150 x150mm


PLACE OF CASTING AND SAMPLING : Check Point on Site SAMPLE DELIVERED BY : Material Supplier

DATE OF CASTING : 28/04/2018 CUBE PREPARED BY : Technician

TESTED ACCORDING TO : PS 55 1,2,3-2015 SPECIFIED STRENGTH : 40N/mm²


SAMPLE TESTED ON : 05/05/2018 ACTUAL TEST AGE : 7 Days
TESTED BY : Kiramat REQUIRED. TEST AGE : 7 Days

CUBE CONDITION : 1- Good 5- Bad Dimensions 9- Removal of Fins


2- Moist 6- Poor Compaction 10- Within 1% of nominal size
3- Oven Dry 7- Honey Combing 11- Over 1% of nominal size
4- Saturated 8- Voided Surface 12- Improper distribution of Aggregates

CUBE TEST RESULTS

DIMENSIONS CUBE
MAXIMUM LOAD COMPRESSIVE
MASS DENSITY
AT FAILURE STRENGTH
CUBE NO. PILE NO. Length Width Height FAILURE TYPE
CONDITION
mm mm mm kg kg/m
3
kN N/mm 2

1 251, 394 100 100 100 2.698 2698 300 30 1, 4, 10 Satisfactory

3 316, 258 100 100 100 8.376 8376 981 98 1, 4, 10 Satisfactory


5 262, 255 100 100 100 8.325 8325 933 93 1, 4, 10 Satisfactory
7 396, 314 100 100 100 8.381 8381 995 100 1, 4, 10 Satisfactory
9 260, 295 100 100 100 8.392 8392 1018 102 1, 4, 10 Satisfactory
REMARKS : No Remarks

Approved By:

Eng. Mohammed Abbas

Page 7 of 7

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