|
Test results :
|
Manufacturing location |
SOPERE Bas en Basset
(french) |
|
Type of Concrete |
Monobéton leuco-granit discontinu
Fielding |
|
Product Designation |
T2 |
T3 |
|
Density in g.cm-3 |
2,54 |
2,53 |
2,48 |
2,52 |
2,51 |
2,47 |
2,48 |
2,49 |
|
Water absorption using the
CERIB
(Concrete Industry Research Centre)
test (as a %) |
4,92 |
4,37 |
4,18 |
4,5 |
4,81 |
4,69 |
4,83 |
4,8 |
|
* Kerb Flexural strength
in kN.m-1 *(28 days) |
45 |
41 |
43 |
43 |
55 |
54,5 |
61,5 |
57 |
|
** Compressive strength tested
on slenderness 2 core samples in MPa |
97,7 |
108 |
123 |
109,4 |
110 |
99,4 |
101 |
103,4 |
|
*** Wear Test impression in mm |
19 |
18 |
18,5 |
18,5 |
- |
- |
- |
- |
|
**** Scaling according to NFP 18-420
test standard
in g.m-2 |
28 d |
31 |
27 |
23 |
27 |
22 |
21 |
22 |
22 |
|
56 d |
68 |
46 |
38 |
51 |
40 |
49 |
38 |
42 |
|
Carbonation test at 56 days
carbonated thickness in mm |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
0 |
* As required by NF P98-302 standard
"prefabricated concrete kerbs and channels” flexural strength :
T2 > 30.6
kN.m-1 T3 > 44.0
kN.m-1
** Very high performance concrete standard: 100 MPa (ordinary concrete 35 MPa)
*** NFP 98303 standard requirement < 25 mm
**** Future European standard requirement < 1000 g/m2 at 28 days
Rhône Alpes DDE (state urban and infrastructure development body) requirement for major
engineering structures < 100g/m2 at 56 days
|
