|
Petrography | Durability | Test Results
Technical Data Sheet
Waddington Sandstone Waddington
Quarry Fell Rd, Waddington, Nr. Clitheroe, Lancashire,
BB7 3AA Contact : Waddington Fell Quarries Ltd Tel . 01200 446334 Grid
reference : ---- ----
Compiled May 2000
This data sheet was compiled by the Building Research
Establishment (BRE). It is based on data from current tests at BRE (2000). The
data sheet was compiled in May 2000. The work was carried out by BRE as part of
a Partners in Technology Programme funded by the Department of the Environment,
Transport and the Regions and Waddington
Fell Quarries Ltd. and does not represent an endorsement
of the stone by BRE.
General
Waddington quarry is near Clitheroe, Lancashire and produces
quarry blocks up to 5 x. 4 x 2.8 m (2.8 m on bed) with a maximum size of up to
10 tonnes. Materials are sawn on site to give a sawn product range 0.21 - 0.1 m
on bed of length 0.41 m and width 0.14 - 0.1 m. Only sawn products are supplied.
Petrography
Waddington is a buff to grey coloured, fine to coarse grained
sandstone from the Millstone Grit series of the Carboniferous.
Expected Durability
and Performance
It is important that the results from the individual tests
are not viewed in isolation. They should be considered together and compared to
the performance of the stone in existing buildings and other uses. Sandstone is
traditionally acknowledged as generally being a very durable building and paving
stone and has been used extensively in many towns and cities in the UK. Waddington
sandstone appears to be a durability
stone that will have good
resistance to acid rain or air pollution. In addition, the negligible
weight loss in the sodium sulphate crystallisation test indicates high
resistance to salt damage (for example in coastal locations or from de-icing
salts). From the frost test the stone should also have high
frost resistance. The compressive and flexural strength of the stone is in
the lower third for a sandstone and is comparable with
many sandstones. The density and compressive strength indicate that the stone
should be suitable for use in moderate
to heavily trafficked areas.
Overall, Waddington
should be suitable for use in most
aspects of construction including flooring, paving, load bearing masonry and
cladding. The stone is suitable for areas where a long service life is needed.
The stone is traditionally used for load
bearing masonry and is not available for cladding, flooring, paving or veneers.
Test Results
- Waddington Fell
| Safety
in Use |
| Slip Resistance (Note 1) |
68
|
Wet. Values > 40 are considered
safe. |
| Abrasion Resistance
(Note 1) |
Not tested
|
Values <23.0 are considered
suitable for use in heavily trafficked
areas |
| Strength
under load |
| 1) Compression(Note 2) |
90.4
MPa
|
Loaded perpendicular to the
bedding plane ambient humidity |
| 2) Bending (Note 1) |
5.6 MPa
|
Loaded perpendicular to the
bedding plane ambient humidity |
|
Not tested
|
Loaded parallel to the
bedding plane ambient humidity |
| Porosity
and Water Absorption |
| 1) Porosity (Note 3) |
14.3%
|
|
| 2) Saturation Coefficient (Note 3) |
0.56
|
|
| 3) Water Absorption |
3.5% (by wt)
|
|
| 4) Bulk specific gravity |
2272kg/m3
|
|
| Resistance to Frost |
| Flexural strength
after Freeze/Thaw Test (Note 1) |
5.7 MPa
|
Loaded perpendicular to the bedding ambient
humidity |
| Resistance
to Salt |
| Sodium Sulphate Crystallisation Test
(Note 3) |
-0.26% Mean wt loss
|
|
| Resistance to Acidity |
| Acid Immersion Test(Note 4) |
Pass
|
|
(Test methods Note 1 = prEn1341, Note 2 = prEn 1342, Note 3 = prEn
1341 /BRE 141, Note 4 = BRE 141)
Tests were carried out at BRE in 2000
Back to top of page | Back to stone list
|