Rapport d'essai de résistance à la compression du béton

TEST REPORT
SITE REFERENCE
Applicant
SHAFA CONSTRUCT WEST AFRICA
N° Dossier
25-2211
Contracting authority
-
Business
CONCRETE QUALITY MONITORING
Supervisor
-
Construction site
PORT OF NDAYANE
Type of intervention
Control
Party
NC
Sample E2025-0090
Designation NOT INFORMED
Received on 13/03/2025 at 09:38
Date of manufacture
Place of test Date of
issue PV manager
06/03/2025*
Nb. test tube
CACO Lab
Client’s Coordinate
14/03/2025
Review
NDEYE DIATOU BADIANE
Hardware identification
3
[e-mail]
0
C092-09
Immersion in a tank at room temperature with daily temperature monitoring
Moisture content of the test piece at the time of the test: Dry
Preparation of the support surfaces: In accordance with NF EN 12390-3
TESTS ON HYDRAULIC CONCRETE
Tests for hardened concrete: compressive strength of specimens - EN 12390-3
Number of sample
Dimensions
Age
Date
Mass
M.V.R.
Force
R. brute
R. corr.
Rupt.
Obs.
(cm)
test
(Kg)
(Kg/m 3)
(kN)
(MPa)
(MPa) (a)
N.C.
E2025-0090-01
15x15
7
Day(s)
13/03/2025
8,669
2 560
880,5
(39,1)
(39,1)
E2025-0090-02
15x15
7
Day(s)
13/03/2025
8,603
2 550
902,9
40,1
40,1
E2025-0090-03
15x15
7
Day(s)
13/03/2025
8,753
2 590
907,5
40,3
40,3
Average
2 570
40,2
(a): resistance corrected according to NF EN 206+A2/CN
() Values discarded
The Director of the laboratory
*Information provided by the
customer
Gabriel TINE
Note 1: The report should not be reproduced without the permission of CACO.
Note 2: The results refer only to test objects.
Note 3: The resistances excluded from the interval [Mean resistance spacer] are discarded
Note 4: Unless the customer returns, the samples submitted for testing are disposed of 2 weeks after receipt of the PV and the associated PV are considered as validated.