Petrography | Durability | Test Results
Technical Data Sheet
Rockingstone Sandstone Rockingstone
Quarry, Bolster Moor Crosland
Hill, Huddersfield,West Yorkshire. HD4 7AB Contact :
Johnsons Wellfield Quarries Limited E-mail: sales@johnsons-wellfield.co.uk Website
: http://www.johnsons-wellfield.co.uk Tel:
+44(0)1484 652311 Fax: +44(0)1484 460007 Grid Reference : ---- ----
Compiled September 1997 and
updated in September 1999 and May 2000
This data sheet was compiled by the Building Research
Establishment (BRE). Where possible, data collected in earlier surveys has been
used to help interpret the test results. The data sheet was compiled in
September 1997 and updated in September 1999 and May 2000 using the results of
tests carried out to the proposed European Standards. 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 Johnson Wellfield Quarries Ltd
and does not represent an endorsement of the stone by BRE.
General
The quarry is located on Bolster Moor near Huddersfield.
Block sizes of up to 3000 x 1500 x 1200 mm are available along with veneers and
paving material up to a maximum of 3.5 m2 ranging from 30 - 100 mm in
thickness. There are large reserves of material.
Petrography
Rockingstone Sandstone is from the Millstone Grit of
Carboniferous age. It is a medium to coarse-grained slightly micaceous
sandstone, pale yellow buff in colour with red/brown veining.
Expected Durability
and Performance
It is important that the results from the from 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.
Sandstones from the Millstone Grit series 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. Rockingstone sandstone appears
to be a durable stone that is not effected by acid rain or air pollution. In
addition, the low weight lost in the saturated sodium sulphate crystallisation
test indicates good resistance to salt damage (for example in coastal locations
or from de-icing salts). The resistance to frost result indicates that the stone
is not affected by the action of freeze thaw and in conjunction with the
saturated sodium sulphate crystallisation test indicates that the stone should
have good frost resistance. The compressive and flexural strength of the stone
is mid-range in comparison with other UK sandstones. The abrasion resistance is
comparable with other York paving stones and should be suitable for use in
heavily trafficked areas.
Overall, should be suitable for use in most aspects of construction including
flooring, paving, load bearing masonry and cladding including areas where a long
service life is needed or where high salt concentrations are expected.
Test Results
- Rockingstone Sandstone
Safety
in Use |
Slip Resistance (Note 1) |
78-82
|
Values > 40 are considered
safe. |
Abrasion Resistance
(Note 1) |
15.7 mm
|
Values <23.0 are considered
suitable for use in heavily trafficked
areas |
Strength
under load |
1) Compression(Note 2) |
85-119.9 MPa
|
Loaded perpendicular
to the bedding plane ambient humidity |
2) Bending (Note 1) |
9.1-12.0 MPa
|
Loaded perpendicular to the
bedding plane ambient humidity |
|
Not determined
|
Loaded parallel to the
bedding plane ambient humidity |
Porosity
and Water Absorption |
1) Porosity (Note 3) |
9.9%
|
|
2) Saturation Coefficient (Note 3) |
0.67 - 0.70
|
|
3) Water Absorption |
2.7-2.8% (by wt)
|
|
4) Bulk specific gravity |
2390kg/m3
|
|
Resistance to Frost |
Flexural
strength after Freeze/Thaw Test (Note 1) |
8.7 MPa
|
Loaded perpendicular
to the bedding plane ambient humidity |
Resistance
to Salt |
Sodium Sulphate Crystallisation Test
(Note 3) |
1.3% Mean wt loss
|
|
Sodium Sulphate Crystallisation Test
(Note 3) (saturated solution) |
25.7%
Mean wt loss
|
|
Resistance to Acidity |
Acid Immersion Test(Note 4) |
Pass
|
|
(Test methods Note 1 = EN1341, Note 2 = EN 1342, Note 3 = EN 1341 /BRE 141,
Note 4 = BRE 141)
Tests were carried out at BRE in 1997 and 2000
Back to top of page | Back to stone list
|