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Technical Data Sheet
Flash Sandstone Matlock,
Derbyshire Bolehill Quarry, Wingerworth, Derbyshire,
S42 6RG Contact : Blockstone Ltd Tel: 01246 554440 Fax: 01246 220095 Email:
blockstone@realstone.co.uk Website
: http://www.realstone.co.uk/blockstone Grid
reference : ---- ----
Compiled November 1997, updated
June 2000
This data sheet was compiled by the Building Research
Establishment (BRE)., The data sheet was compiled in November 1997 and updated
in June 2000 using BRE test results and data collected in earlier surveys. 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 Blockstone
Ltd and does not represent an endorsement of the stone by BRE.
General
The quarry is near the town of Matlock in Derbyshire. This is
new building stone quarry.
Petrography
Flash Sandstone is a Millstone Grit of Carboniferous age. It
is a medium-grained stone, light buff or cream in colour with some veining. The
average block size is 1000mm x 600mm 500mm.
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. Carboniferous
Sandstones are traditionally acknowledged as generally being a very durable
building and paving stone and have been used extensively in many towns and
cities in the UK. Flash Sandstone appears to be a durable stone that is not
effected by acid rain or air pollution. Most sandstones have good frost
resistance. The compressive strength of the stone is typical of the range for
sandstones and is comparable with the stronger UK limestones.
Overall, Flash Sandstone should be suitable for use in most aspects of load
bearing masonry and cladding.
Test Results
- Flash Sandstone
Safety
in Use |
Slip Resistance (Note 1) |
Not determined
|
Values > 40 are considered
safe. |
Abrasion Resistance
(Note 1) |
Not determined
|
Values <23.0 are considered
suitable for use in heavily trafficked
areas |
Strength
under load |
1) Compression(Note 2) |
64.2 MPa
|
Loaded perpendicular to the
bedding plane ambient humidity |
2) Bending (Note 1) |
5.4 MPa
|
Loaded perpendicular to the
bedding plane ambient humidity |
|
2.5 MPa
|
Loaded parallel to the
bedding plane ambient humidity |
Porosity
and Water Absorption |
1) Porosity (Note 3) |
17.8%
|
|
2) Saturation Coefficient (Note 3) |
0.58
|
|
3) Water Absorption |
4.80 % (by wt)
|
|
4) Bulk specific gravity |
2170kg/m3
|
|
Resistance to Frost |
Freeze/Thaw Test (Note 1) |
Not determined
|
|
Resistance
to Salt |
Sodium Sulphate Crystallisation Test
(Note 3) |
3.21% Mean wt loss
|
|
Resistance to Acidity |
Acid Immersion Test(Note 4) |
Pass
|
All samples passed the test with no splitting or
delamination |
(Test methods Note 1 = EN1341, Note 2 = EN 1342, Note 3 = EN
1341 /BRE 141, Note 4 = BRE 141, Note 5 = ASTM.
All based on BRE test results from1997 and data supplied by
the producer)
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