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Petrography | Durability | Test Results
Technical Data Sheet
Fletcher Bank Sandstone Fletcher
Bank Quarry Southowram,
Halifax, West Yorkshire. HX3 9SY Contact :
Marshalls Natural Stone Division Email : naturalstone@marshalls.co.uk Website
: www.marshalls.co.uk Tel
: 01422 306000 Fax : 01422 306197 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 Marshalls
Mono Ltd. and does not represent an endorsement of the
stone by BRE.
General
Petrography
Fletcher Bank is a buff to grey , fine to medium
grained sandstone from the Millstone Grit series of Carboniferous age.
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. Fletcher
Bank sandstone appears to be a durable
stone that will have good
resistance to acid rain or air pollution. 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 have limited
frost resistance. The compressive and flexural strength of the stone is mid-range
for a sandstone and is comparable to many other
sandstones. The density and compressive strength indicate that the stone should
be suitable for use in heavily
trafficked areas.
Overall, Fletcher Bank
should be suitable for use in most
aspects of construction including flooring, paving, load bearing masonry and
cladding. Special consideration is required for areas where a long service life
is needed in very cold climatic conditions. The stone is traditionally used for walling.
Test Results
- Fletcher Bank Sandstone
| Safety
in Use |
| Slip Resistance (Note 1) |
71
|
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) |
113.6 MPa
|
Loaded perpendicular
to the bedding plane ambient humidity |
| 2) Bending (Note 1) |
13.7 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) |
11.6%
|
|
| 2) Saturation Coefficient (Note 3) |
0.57
|
|
| 3) Water Absorption |
2.8% (by wt)
|
|
| 4) Bulk specific gravity |
2354kg/m3
|
|
| Resistance to Frost |
| Flexural
strength after Freeze/Thaw Test (Note 1) |
10.4 MPa
|
Loaded perpendicular
to the bedding plane ambient humidity |
| Resistance
to Salt |
| Sodium Sulphate Crystallisation Test
(Note 3) |
-0.77% Mean wt loss
|
|
| Resistance to Acidity |
| Acid Immersion Test(Note 4) |
Pass
|
|
(Test methods Note 1 = EN 1341, Note 2 = EN 1342, Note 3 = EN 1341 /BRE 141,
Note 4 = BRE 141)
Tests were carried out at BRE in 2000
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